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HomeMy WebLinkAboutMisc Plans7 DRAWING NUMBERS S-1 LAYOUTPLAN S-2 GRADING PLAN S-3 UTILITY PLAN EC-1 CONSTRUCTION STAGING/ EROSION & SEDIMENT CONTROL PLAN LA LANDSCAPE PLAN A- 1. EAST BUILDING ELEVATION PARCEL "R- IF LAND$ TO BE DEDICATED TO THE VILLAGE OF RYE BROOK APPROXIMATELY 2W AC. UPLANDS 18.5 AC+ do - Ap- N PARCEL "B" APPROXIMATELY 8.3 AC. 4� UPLANDS 3.3 AC* A Z-1-- 117,9�17117761I 110prOO'Ch MINE 077 -- 7777 � M77 �" 7 1 ml; 7777 7 New rol-Ar Comecllhlt Z-4-- Ozll,-r 7zIII -S T/:?jEiE T 7b& 00/ IbI7 0/ O&rt 1�7 ffi& 01110g& 01'R)I& 4'?r0011r A� &/W #7 1/7& Z017117q 60177,011S.1'019'1��& bl.1110`1�7 q Z0171�7q n-oxI,�771?)l to 1b& al?pol-� /? /�p also subj�-Cl to Al�loor� Z-4 asp&r Was�&r Sh&&l A-31" of ffi& Town ol"R ,ye Zool�7 Alop, oI S&,ol. 7, 1954, las� I-& vx�-&d NO V. 19,62, 0/7' /"//& Ot 1b& V1110_0& IONING MAP I OVIIlt 111"6,111707 P10t&1- CO/I Old 7r1I A0001 Rox 2529 alwdI re/ (?O-T) 1669 V00 2. C017 601 Nx 10M0 A&/ (914.) 925 6146-0 go S-oziffi ye &ook, AIX A057-T ,r&/ (gJ4,) gY_O 0,7,5_T 4. rh& eXlSt&I Of 411e6-1-gl-04117d W171�'h 17r& 170t .,V 0`&S01-1be0` /;7 $17OW17 /70/160/7 TOPOGRAPHICAL & BOUNDARY SURVEY PREPARED BY WARD CARPENTER ENGINEERS INC. SURVEY DATED: July 12,1995 R&tll�-&ol al7o' AoII�6,11,�71ol-177atl�w co'ded 17, 19,95 61170' ,11161 25, 1995 Re vz�,&d al7d Add1?1o17o1117/b,-177oIt1b17 addeo' Nakl. 7, 1995 A0t11?1b17a1W&11017dS 1�710rmatlbI7 01`060- 15, 1,995 �o &XCAII ffi& 30 Acr&s 10arcelI 7, 19,99 /00- F1 HW1017d 5&tbOCk Zh7& 00II F&b. /J, 1996 DivNEY TuNG SCHWALBE JOHN P. SLAKER DESIGN GROUP 717& pr&17,7&&s b&1�7 q Tax Zo�s I-A-1-1, I-A-2 1-,6-2 1�7 z9lock J THE MARTIN ARCHnTCTURAL GROUP Sl7eel 2 as sl7own o17 tl7e 01ZIage of R)le 3�-ook 7ax AssesslI maps. Divney Tung Schwalbe, LLP Planning 240 North 22nd Street 339 Route 100 One North Broadway Engineering White Plains, AW 10601 Landscape Architecture Philadelphia, Pennsylvania 19103 Somers, New York 10589 We 1/6 r/ 7 or No 914 428 0010 Environmental Services 914 428 0017 FAX Project Management HlMal& 0&&7&c11o17 b 170. j/ Z-vans ASSOC� ��tllroI7177&17�01CO17S 6>17 No 1/. 7, 1-0,95 F�� F;Z C C3 U N �1Fly N EVV ly F:Z K LOTTED SY: dm6ieHo 11/06/00 03:26�06 PMG',,\CA0D\524 Dody--Rye Brook\524- cover.pft ;.0 ik i ��gvz' .49 F W NOTE: Drawings S-1, S-2, S-3, LA-1, A-1- and EC-1 represent the amended Site Plan Approval documents. Approved by Resolution dated November 28, 2000 of the Board of Trustees of the Village of Rye Brook, subject to all requirements and conditions of said Resolution. Except as provided in said resolution, all other applicable conditions of the approval resolution for "Bellefair" adopted by the Board of Trustees of the Village of Rye Brook on January 27, 1998 shall remain in full force and effect, and the applicant and its successors and assignors shall be required to comply with same. Francis L. Filipowski, Mayor Date PROPOSED FRONT ELEVATION SCALE 1/16" = 1'-0" FA * )IV /Z� APPROVED FRONT ELEVATION SCALE 1/16" V-13" 0 in 20 MW WD 100� F. T7-- AT BELLEFAIR wage of 1�e &ook New Yak Fiwleg Ckf D* ftift Nu YA *a Ybelt 100 19 I I DWEY *TUNG * SCKWAM Nvriey 'ARV fthw*(be, UP PlaA4V Or4p Alorth &-"dway &Vkwerl�v Wtv MOW, Afy 10601 Lartdww ArcNtectur r 914 428 001# roviror)ROPIttal Services: 914 420 0017 FAX Project Kanagement THE MARTIN ARCHITECTURAL GROUP 240 North 22nd Street PhItadelphici, Pennsytvcinla 19103 JOHN P. SLAKER DESIGN GROUP 339 Route 100 Somers, New York 10589, NSAVDJMOFAMU130OFM % ILA W OAT. Is" 1 09/21/00 MVL"TM FW ANWR WE KW AUDDAENT #�Avm� sm KM MR FM SQUATIM I Divney Tung Schwolbe. UP 2000 OPANNO TIT LF- EAST BUILDING OESIGNIM By: DPAM SY; XX XX PWJ1rr NO. OAW- 524 MWM No� AL�l PLOTTED SERNAM DROP CURB AND RAMP 159 178 END PROPOSED GUIDE RAIL WITH POST END PROPO SED GUID IL WITH Poi J� DROP CURB AND RAMP S TAIkS 19 'J ROPOSED GUIDE RAI� POST .0 X X CHILLER el IL IN OF WA L 'RAI 'SY��M BY ARCH INI tt)ft ANU LAN) X GEN GUIDE OST DROP AND CURBI RAMP TOCKADE FENCE NEMS low Mg. ANDSCAPE PLAN 5 imp -W ift lowns*** mass WNW.= No IMU ------- was -Mon No -2 GENERATOR PAD/ k ANN, 'WAN* OEM IRANSFORMER PAD/�,, sit DUMP'STER P LIGHT POLE�:'WITHI=' DOWNLIGHT k7,YP.. 5 0 M t.' A INVV "i"IN an M"Nooluls I Awbb­_ ).Z' 191,5tannyinift an Hoob Un, MEN VIII/M an on ago QS -A N NOTES: LIGHTING WILL BE CIRCUITED TO PROVIDE FOR EVENING AND NIGHT (LOWER LEVEL) MODES OF OPERATION. MCIN LIGHT POLES, FIXTURES AND BOLLARDS SHALL BE AS MANUFACTURED BY STERNBERG LIGHTING AND ARE AS NOTED: POLD STERNBERG 4410-DT (GEORGETOWN, 10' TAPERED SHAFT, ALUMINUM) FIXTURE: STERNBERG 1910/LB/508-175MH LAKE BLUFF, 175W METAL HALIDE, ALUMINUM BOLLARD: STERNBERG 4401-DLB-50MH GEORGETOWN, 50W METAL HALIDE, ALUMINUM WNW.— C"i BOLT PATTERN TO MATCH POLE ANCHOR BOLT TEMPLATE 4 1 " REVEAL RETAINING WALL BY OTHERS FINISHED GRADE r LIGHT BOLLARD (TYP' Y 157 14 ANCHOR BOLTS PER 158 4 RECOMMENDATIONS AA MANUFACTURER'S 4 NO. 4 REBAR; LAPPED 24" "".1,11 ... .. . .. . 251 41.4 - 4 4 4 CONCRETE'FOOTING L 12�- COMPACTED SUBGRADE NOTES: 1. BASE SURVEY, TOPOGRAPHIC LAYOUT, GR AD ING I I & UTILITY INFORMATION TAKEN FROM DRAWINGS FOR "CHANCELLOR PARK at RYE BROOK (10/12/98) PREPARED BY DOLPH ROTFELD ENGINEERING, P.0 - 2. THE SANITARY SEWER Pump STATION AND FORCE MAIN, WATER TRANSMISSION AND SITE WATER MAINS AND STORM WATER DETENTION PONDS AND OUTFLOW DRAINAGE SYSTEMS WERE DESIGNED BY OTHERS. THESE SYSTEMS HAVE BEEN SHOWN POP, INFORMATTON AND COORDINATTON PURPOSES AND DO NOT REFLECT AS -BUILT CONDITIONS. REVISIONS TO 1(9 THESE PLANS REFLECT MODIFICATIONS TO THE SITE IMPROVEMENTS AT THE SENIOR HOUSING SITE AT BELLEFAIR AND INCLUDE A RECONFIGURED BUILDING FOOT PRINT AND BUILDING ENTRANCES INCLUDING THE LOADING AREA. 3. FINAL GRADE ELEVATIONS SHOWN MAY VARY SLIGHTLY IN ORDER TO MEET EXISTING IMPROVEMENTS THAT HAVE BEEN ALREADY INSTALLED. A GEOTECHNICAL ENGINEER SHOULD BE M I . - n " ICr1'q-M FILL ArCKAS72�1� T DEIIIRMINESTABILfff OF STEEP SLOPES. 9 'N 4. THE CONTRACTOR SHALL MARK OUT ALL EXISTING UTILITIES PROPOSED GUIDE RAI*t�. PRIOR TO CONSTRUCITON AND NOTIFY THE ENGINEER OF ANY CONFLICI'S OR CHANGES. 5. ALL RETAINING WALLS SHALL BE DESIGNED BY A LICENSED ST PS WITH -1E STATE OF NEW YORK. �4 PROFESSIONAL ENGINEER REGISTERED IN T1 CO C. LANDING1 SOIL BORINGS AND OR TEST PITS AS MAY BE REQUIRED TO DESIGN GRASS-CRETE —GRASS-CRET 0/ THE WALL SYSTEMS SHALL BE OBTAINED TO DETERMINE SUBSOIL 8 DROP CURB CONDITIONSAND AVAILABLE SOIL CAPACITY. 1A 8' 'DROP Q B 0 6. HYDRANT FLOW AND PRESSURE TESTS SHALL BE CONDUCTED ON THE EXISTING WATER MAIN. TIM TEST RESULTS SHALL BE LIGHT POLE WITH i -,/-% -10-f- --t I D DOWNLIGHT (TYP USED IN DESIGN OFTHE BUILDING FIRE SUPPRESSION SYSTEM. LIUMI r ULL VV I I M" Y DOWNL IGHTUYP� 2' CUR RANSI TION 81170t0p CS� 2' CURB TRAN$ 17 frarne T I ON 6' HT. FENC FOR PUMP� z SERVICE GATE CARD/CALL ACTIVATED 'G ON S I DES ,,, ROPOSED GUIDE RAIL INSTALL OP QUE FE & Stone PROPOSED ING WALL (BY -ame re SWT 4 FACING K G STR AND BUILDINi.,"", T* K� DO NOT OCK V W OR AUE S TO MERGE Y SIG L. 4L I story 4 Frame *0 4-1 ? S W "', -Y 'y­ 0 S W�T 4 0 17 y ­V 4 CD --------- EXISTING WALL TO BE REBUILT WIW WITHIN SITE PROPERTY E) e o f S t 0 17 6 0 0 /0 WIN Oil LL C N UCT D NO R ANR R�-11C (9-ARCTO A Rg- AN �-i 1C ARCT A KING/0. "SERVICE ENTRANCE ONLY" SIGN 77VIV "s TREE T I WIN Namomoon000 No M No NNNNNNNNNNN M NNANNNNNNA No No e No an� Not on nomonoonon W Not onownw0000 M oo g000000000 M No � No 010 NNANNNNNNA M No oNNoNNNNNN No Not 0"0110110000 INN No m� No No som� AIR No somoononon Not Not som0000noo M No nom0000nno no oo NIN WA� No M on Not 104001INNOWN on Not somonnonoo Not wo NOTE: Drawings S-1, S-2, S-3, LA-1, A-1, and EC-1 represent the amended Site Plan Approval documents. B%Pved by Resolution dated November 28, 2000 of the Board of Trustees of the Village of Rye oro , subject to all requirements and conditions of said Resolution. Except as provided in said resolution, all other applicable conditions of the approval resolution for "Bellefair" adoDted by the Board of Trustees of the Village of Rye Brook on January 27, 1998 shall remain in full force and effect, and', the applicant and its successors and ossignors shall be required to comply with some. A P *rancis L. Filipowski, Mayor Date PLOTTED BY-, rvqAt 03/02,101 10�08!28 AM q�\CADD\524 Dcflv--fRye Srook\01-03-115 subm\524sflavout 0 15 30 60 90 120 A `r A T BELLEFZXXR, Viflage of Rye Brook, New York Forest City Daly H ousing 151 West 40th Street New York, New York 10018 DivNEY TuNG + SCHWAINBE Divney Tung Schwalbe, LLP Planning One North Broadway Engineering White Plains, NY 10601 Landscape Architecture 914 428 0010 Environmental Services 914 428 0017, FAX Project Management THE MARTIN ARCHMCTURAL GROUP 240 North 22nd Street Philadelphia, Pennsylvania 19103 JOHNP. SLAKER DESIGN GROUP 339 Route 100 Somers, New York 10589 rr IS A VIOLATION OF ARTICLE 130 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY WrMOUT THE EXPRESS WRITTEN VERMCATION OR ADOPTION BY A NEW YORK STATE LICENSED LAND SURVEYOR OR ENGINEER IN ACCORDANCE WITH SECTION 72" (2). ARTICLE 13ANEW YORK STATE EDUCATION LAW REVISIONS NO. DATE ISSUE 09/21/00 APPLICATION FOR MINOR SITE PLAN AMENDMENT 10/31/00 APPLICATION FOR WM STE PLAN AMENDMENT 01/04/01 AMENDED SITE PLAN FOR SIGNATURE 03/01/01 AMENDED SITE PLAN FOR SIGNATURE CDivney Tung Schwalbe,LLP 2000 ' DRAWING TITLE* LAXYLOU T_ PL_A_N DESIGNED BY, DRAWN BY* OF W;y 4P.RThV PROJECT NO. 524 DATE; 09/21/00 DRAWING NO. W 7�t 0 M, �ct W 064A ssi PLOTTED BYrwitt NOTE: Drawings S-1, S-2, S-3, LA-1, A-1, and EC-1 represent the amended Site Plan Approval documents. Btped by Resolution dated November 28, 2000 of the Board of Trustees of the Village of Rye orov, subject to all requirements and conditions of said Resolution. Except as provided in said resolution, all other applicable conditions of the approval resolution for "Bellef air" adopted by the Board of Trustees of the Village of Rye Brook on January 27, 1998 shall remain in full force and effect, and the applicant and its successors and assignors shallbe required to comply with some. A� :2 Francis L. Filipowski, Mayor bate -Rye Brook\01-03-15 subm\524s2arading,plt NOTE: BASE SURVEY, TOPOGRAPHIC, LAYOUT, GRADING & UTILITY INFORMATION TAKEN FROM DRAWINGS FOR "CHANCELLOR PARK at RYE BROOK (10/12/98) PREPARED BY DOLPH ROTFELD ENGINEERING, P.C. 0 15 30 �60 90 120 1 1, A "r BELLEFAIR Village of Rye Brook, New York Forest City Daly Housing 151 West 40th Street New York, New York 10018 DivNEY * TuNG * SCHWALBE Divney Tung Schwalbe, LLP Planning One North Broadway Engineering White Plains, NY 10601 Landscape Architecture 914 428 0010 Environmental Services 914 428 0017 FAX Project Management TBE A1ART1N ARCHMCrURAL GROUP 240 North 22nd Street Philadelphia, Pennsylvania 19103 JOHN P. SLAKER DESIGN GROUP 339 Route 100 Somers, New York 10589 IT 1S A VIOLATWN OF ART1CLE 90 OF TM NEW TORK STATE EDUCATZON LAW FOR ANT PERS0N TO ALTER TIMIS IDWUMENT W ANT WAY WrrHOUT TM EXPRM WRrrTEN VERMCATION OR ADOPnOX BY A NEW YORX STATE LICENSED LAM SURVETOR OR ENGMER IN ACCORDANCE W1T11 SEMON "0 (2). ART1CLE IM NEW YORK STATE EDUCAT10N LAW REVISIONS NO. DATE ISSUE 09/21/00 APPLICATION FOR MINOR SITE PLAN AMENDMENT 10/31/00 APPLICATION FOR MINOR SITE PLAN AMENDMENT 01/04/01 AMENDED SITE PLAN FOR SIGNATURE 0310VOl AMENDED SITE PLAN FOR SIGNATURE (C) Divney Tung Schwabe, LLP 2000 DRAWING TITLE: GRADING PLAN DESIGNED BY: DRAWN BY, OF Ne;y AlkRTW PROJECT NO, DATE: 524 09/21/00 DRAWING NO. 4A S S�2 PLOTTED BY: _'N. J-4 M 350.0 6' PIT IV 141 n RIM 32 F. OUTLET CONTROL INV. 328.12 2 Story 0 HWA 15" & 1. ftcktop Frame FAN LOCATION SMH F IV V VRIr RA. INY. JZ/_.V INV. 3 - 28.0 RIM 34 . 8 EMERENCY WEIR GEN;qLTOR PAD MD INV 1 339.26 EL. 329.0 1-t INV UT 339 SWT 4 04 HW.E 22 LF. 15" RCP 0 5,681 12-1 INV. 323.0 1211 CID CD OCS P C"I DMH J-1 I Story 4"0 ORIFICE EL. 3311.9 RIM 326.0 F ES.P INV. 321.65 HW. -I[Frame INV. 324.00 INV. 329.00 43 . . ...... . . . ...... INV. ("E"LINE) SWT 4 0 FIRST FLUSH EMERENCY WEIR SWT 4-1 26 LF. 151, RCP a 5z 186LF. f5 -7 �RCPa 0.672� INV. 323.9(OUTLET) SPILLWAY 339.2 t--Z�20'40 18il 0 e rh e o o' te rly 0 f o n e /0 /7 Head Top of Silt I /n e C8. J-2 -3 C8. J aG RIM 325.84 EAV DI INV. 322.8 RIM325.80 Pipe Ivot G-J2-T 25 KING INV. 323.07 visible Too of 517t INV. 320.35(15") CLEAN EXISTING PIPE TREET Wn vlww� swnw� NOTE: Drawings S-1, S-2, S-3, LA-1, A-11, and EC-1 represent the amended Site Plan Approval documents. Zed by Resolution dated November 28, 2000 of the Board of Trustees of the Village of Rye orov, subject to all requirements and conditions of said Resolution. Except as provided in said resolution, all other applicable conditions of the approval resolution for "Bellefair" adopted by the Board of Trustees of the Village of Rye Brook on January 27, 1998 shall remain in full force and effect, and the applicant and its successors and ossignors shall be required to comply with some. 'Ikl- Francis L. Filipowski, Mayor D a" te 03/01/01 12-,33.-48 PM G'.\CADD\524 Doly-Rye Brook\01-03-15 subryA524s3utility NOTES: 1. BASE SURVEY, TOPOGRAPHIC, LAYOUT, GRADING & UTILITY INFORMATION TAKEN FROM DRAWINGS FOR "CHANCELLOR PARK at RYE BROOK, (10/12/98) PREPARED BY DOLPH ROTTELD ENGINEERING ' P.C. 2. THE SANITARY SEWER Pump STATION AND FORCE MAIN, WATER TRANSMISSION AND SITE WATER MAINS AND STORM WATER DETENTION PONDS AND OUTFLOW DRAINAGE SYSTEMS WERE DESIGNED BY OTHERS. THESE SYSTEMS HAVE BEEN SHOWN FOR INFORMATION AND COORDINATION PURPOSES AND DO NOT REFLECT AS -BUILT CONDITIONS. REVISIONS TO THESE PLANS REFLECT MODIFICATIONS TO THE SITE IMPROVEMENTS AT THE SENIOR HOUSING SITE AT BELLEFAIR AND INCLUDE A RECONFIGURED BUILDING FOOT PRINT AND BUILDING ENTRANCES INCLUDING THE LOADING AREA. 3. FINAL GRADE ELEVATIONS SHOWN MAY VARY SLIGHfLY IN ORDER TO MEET EXISTING IMPROVEMENTS THAT HAVE BEEN ALREADY INSTALLED. A GEOTECHNICAL ENGINEER SHOULD BE RETAINED DURING EARTHWORK OPERATIONS TO ASSURE PROPER COMPACTION ON FILL AREAS AND TO DETERMINESTABILITY OF STEEP SLOPE& 4 THE CONTRACTOR SHALL MARK OUT ALL EXI[STING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY CONFLICTS OR CHANGES. 5. ALL RETAINING WALLS SHALL BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NEW YORK SOIL BORINGS AND OR TEST PITS AS MAY BE REQUIRED TO DESIGN THE WALL SYSTEMS SHALL BE OBTAINED TO DETERMINE SUBSOIL CONDITIONS AND AVAILABLE SOIL CAPACITY. 6. HYDRANT FLOW AND PRESSURE TESTS SHALL 13E CONDUCTED ON THE EXISTING WATER MAIN. THE TEST RESULTS SHALL BE USED IN DESIGN OF THE BUILDING FIRE SUPPRESSION SYSTEM. on WM NOMMONNNOWN! M M NOTE: BASE SURVEY, TOPOGRAPHIC, LAYOUT, GRADING & UTILITY INFORMATION TAKEN FROM DRAWINGS FOR "CHANCELLOR PARK at RYE BROOK (10/12/98) PREPARED BY DOLPH ROTFELD ENGINEERING, P.C. 0 1 z I 120 A "r ZXX BELLEFAIR Village of Rye Brook, New York Forest City Daly Housing 151,West 40th Street, New York, New York 10018 _J Divney Tung Schwalbe, LLP Planning One North Broadway Engineering White Plains, NY 10601 Landscape Architecture i 914 428 0010 Environmental Services 914 428 0017 FAX Project Management THE MARTIN ARCHUECTLMAL GROUP 240 Nordi 22nd Street PhffadelpMa, Pennsylvariia 19103 JOHN P. SLAKER DESIGN GROVP 339 Route 100 Somers, New York 10589 IT Is A VIOLATION OF ARTICLE 130 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER TEIIS DOCUMENT IN ANY WAY'WrrHOUT THE WRITTEN OR ADOPTION BY A NEW YORK STATE LICENSED LAND SURVEYOR OR ENGINEER IN ACCORDANCE WITH SECTION 72" (A ARTICLE 130,NEW YORK STATE EDUCATION LAW REVISIONS NO. DATE ISSUE 09/21/00 APPLICATION FOR MINOR SITE PLAN AMENDMENT 10/31/00 APPLICATION FOR MINOR SITE PLAN AMENDMENT 01/04/01 AMENDED SITE PLAN FOR SIGNATURE 03/01/01 AMENDED SITE PLAN FOR SIGNATURE C) Divney Tung Schwalbe, L DRAWING TITLE: UTILITY PLAN Iv OF NeV DESIGNED BY. DRAWN BY: (9� PROJECT NO. DATE; 524 09/21/00 DRAWING NO. 0 kP S 3 0 A 7 PA, NORWAY SPRUCE 11 4 EMPL1IY E ONLY 2 PS -I Z2PS- 1 2 PS-1 3 PS-2 MAP 2 PS-1 \\\ N elo L� 159 2 PS-2 3 PS-1 7 1 10 VIE Va Wn, 1;,5i 0WA P, NEW_ I laws-, Ins 1811r, 3 WPM WINW 0 e% dMI MINE MEN I lab - as so VIE 70 RHO a IP L 3 NOR-2 (±yTT 0 0 0 0 0 3 NOR-1 + 3 PS /ONX 3 NOR-2 3 NOR-3 3 5 COL 3 NOR-3 4AR, + DOG rT_P_A1 14 VIB­ I 3 NOR-3 D3 MV 3 NOR-3 3 NOR-3 4 NOR-3 4 AR 3 Pp 2 EXISTING VEGETA71ON TO REMAIN EXISTING VEGETATION TO REMAIN 3 F0 KING S TREE T KEY OTY COMMON / BOTANICAL NAME SIZE SPACING MAP 16 OCTOBER GLORY RED MAPLE 3 - 3.5" CAL. SENIOR HOUSING ACER RUBRUM "OCTOBER GLORY" OAK 18 RED OAK 3 - 3.5" CAL, AT QUERCUS RUBRA PEAR 29 REDSPIRE PEAR 2 - 2.5" CAL. BELLEFAIR PYRUS CALLERYANA REDSPIRE PLUM 7 THUNDERCLOUD PLUM 2 - 2.5" CAL. Village of Rye Brook PRUNUS CERASIFERA "ATROPURPUREN' NOR-1 18 NORWAY SPRUCE 6 - 7'HT, New York PICEA ABIES NOR-2 24 NORWAY SPRUCE 7-VHT Forest City Daly Housing PICEA ABIES 151 West 40th Street COL 5 COLORADO SPRUCE 6 - 7' HT. New York, New York 100 18 179 PICEA PUNGENS PS-1 40 WHITE PINE 7 - 8'HT. PINUS STROBUS PS-2 24 WHITE PINE 8 - I O'HT. PINUS STROBUS Diway * Tum * Sammm VIB 71 DOUBLEFILE VIBURNUM 3 - 4'HT, 4'0�C. 8, Dip VIBURNUM PLICATUM TOMENTOSUM Ivney n c walbe, LLP Plonning BB 103 BURNING BUSH 24 - 39'HT. 2.5 O.C. One North Brooclwoy Engineering ELIONYMUS ALATUS COMPACTA White Ptoins, NY 10601 Londscope Architecture 914 428 0010 Environmentol, Services 4 MAP ROS 75 BONICA ROSE 2 GAL. TO.C. 914 A?8 0017 FAX Project Monogement ROSA MEDILAND BONICA 0 JUN 435 SARGENT JUNIPER 2 GAL. VO.C. JUNIPERUXS CHINENSIS "SARGENT11" DAY 200 STELLA-DE-ORO DAYLILIES I GAL. 181, O.C. WILDFLOWER SEEDING HEMEROCALLIS "STELLA DE ORO" THE MARTIN ARCHITECTURAL GROUP 40 North 22nolStreet BAR 114 CRIMSON PYGMY BERBERRY 3 GAL. 30"O.C. Phitade(phic, Pennsytvctnio, 19103 BERBERIS CRIMSON PYGMY 3PS-2 'HT. + BPH 14 BLUE PRINCESS HOLLY 4 2- ILEX X MES. "BLUE PRINCESS" + 3 LEU G 158 SPIR 200 SPIREA ANTHONY WATERER 3 GAL. TO.C. LANDSCAPE ARCHITECT SPIREA X BUMALDA "ANTHONY WATERER" JOHN P, SLAKER DESIGN GROUP 3 LEU + 339 Route 100 RHO 39­ SCINTILATION RHODODENDRON 24 - 30" 4'0.C. Somers, New York 10589 3 U RHODODENDRON "SCINTILATION" 3 LEU + LEU 69 RAINBOW LEUCOTHOE 3 GAL. TO.C. LEUCOTHOE FONTANESIANA "RAINBOW' 2 PS-1 DOG 2 KOUSA DOGWOOD V-10'HT. CORNUS KOUSA 3 LEU 3 PS-2 3 LEU APPROVED PLANT LIST 0 OPUS PLANS DATED 6-15-98 7 PEAR KEY QTY COMMON / BOTANICAL NAME SIZE 2 PS-1 rAR 8 Red Sunset Red Maple 12 -14'Ht. 2.5 - 3" Cal. Acer Rubrum'Red Sunset 7 LEU 0 206 3 American Beech 13 -15'Ht. 2.5-3" Cal, 3 LEU Fagus Grandifolia 3 NOR-1 f _L S_� 6 Sweetgum 12 - 14'Ht. 2.5 - 3" Cal. 7 LEU Pn7 Liquidambar Straciflua EEg 2 Bloodgood London Plane Tree 12 - 14' Ht. 2.5 - 3" Cal. Plantanus Acerifolia Bloodgood EXISnNG BLUE SPRUCE 9 American Sycamore 12 - 14' Ht. 2.5 - 3" Cal. Plantanus Occidentalis rdR-] 6 Red Oak 12 - 14' Ht. 2.5 - 3" Cal. Quercus Rubra 12 Kousa Dogwood 5 - 6'Ht. B&B, Heavy Comus Kousa 5 - 6 Ht. B&B, Heavy MAP rffV 3 Sweetbay Magnolia Magnolia Virginiana AP I r_PA_� 11 Norway Spruce 6 - THt. B&B, Heavy Picea AbAes 3 PS-1 2 4 9 FP P� 18 Blue Spruce 6 - 7'Ht. B&B, Heavy Picea Pungens'Glauca' F—P-s-1 6 White Pine 6 - THt. B&B, Heavy NOR-2 PinuS Strobus 3 OAK 248 f -P -M� 8 Douglas Fir 6 - 7Ht. B&B, Heavy Psuedotsuga Menziesii 3 PS-1 5 NOR- I ADDITIONAL PLANT LIST FOR PLANTINGS ALONG KING STREET 0 3 NOR-2 00 KEY QTY COMMON / BOTANICAL NAME SIZE SPACING IT IS A VIOLATION OF ARTICLE 130 OF THE NEW MAP I OCTOBER GLORY RED MAPLE 3 - 3.5" CAL. YORK STATE EDUCATION LAW FOR ANY PERSON 0 ACER RUBRUM "OCTOBER GLORY" TO ALTER THIS DOCUMENT IN ANY WAY WITHOUT G 5 PS-2 0 THE EXPRESS WRITTEN VERIFICATION OR ADOPTION 0 0 NOR-3 22 NORWAY SPRUCE 10-1 VHT. BY A NEWYORK STATE LICENSED LAND SURVEYOR PICEA ABIES OR ENGINEER IN ACCORDANCE WITH SECTION 7209 (2), 3 NOR-2 20 V18- 1 0 DOG 3 KOUSA DOGWOOD 6-10'HT. ARTICLE 130, NEWYORK STATE EDUCATION LAW. CORNUS KOUSA 9 PP VIB-1 34 DOUBLEFILE VIBURNUM 4- 45 HT. 51 O.C. REVISIONS VIBURNUM PLICATUM TOMENTOSUM NO. DATE ISSUE QR 5 PS-3 PS-3 5 WHITE PINE 10- 12'HT. 09/21/00 APPLICATION FOR MINOR SITE PLAN AMENDMENT 3 NOR-3 8 PM Q9 PINUS STROBUS 10/31/00 APPLICATION FOR MINOR SITE PLAN AMENDMENT 0 03/01/01 AMMENDED SITE PLAN FOR SIGNATURE Q9 0 0 O�N 0 %U 0 ter 0 n 3 CK 2 LS EXISTING VEGETATION TO REMAIN 7 7V4 9 PO EXISTING PRIVET HEDGE TO REMAIN I 17 Divney Tung Schwol e, 20 DRAWING TITLE: State Line A A LANDSCAPEPLAN DESIGNED BY- DMWN BY: N JPS RMS PROJECT NO. DATE: 0 15 30 60 90 120 20-15 9-20-00 DRAWING NO. LAamw 1 OUTLET CONTROL 10"0 ORIFICE INV. 3 2�9 EMERENCY WEIR EL 329.0 22 LF. 15" RCP @ 5.68/ DMH J-1 RIM 326�O INV, 321,65 2 6 LF. 15" RCP Q 5. 0 Y�� -7`42�0 40 16il A - EX Dl' G-ZJ, 2.5 INV. 320.35(15") SWIM& - "I -. 11 �� I r.540 � �� T, A 1�$ -7 —Www, r ANN= AWWA W A igj 0 y or 3 .361 kv --- k A15 RIM 32 INV. .8 IN 23.07 GATE CLEAN EXISTING PIPE NOTE: Drawings S-1, S-2, S-3, LA-1, A-1, and EC-1 represent the amended Site Plan Approval documents. Approved by Resolution dated November 28, 2000 of the Board of Trustees of the Village of Rye Brook, subject to allrequirements and conditions of said Resolution. Except as provided in said resolution, all other applicable conditions of the approval resolution for - "Belief air" ad ted by the Board of Trustees of the Village of Rye Brook on January 27, 1998 shall remain in Ofull force and effect, arId the applicant and its successors and assignors shallbe required to comply with some. Francis L. Filipowski, Mayor Date ENTRANCE (GRAVEL APRON) WITH FLAGMAN (AS REOUIRED) NOTE: BASE SURVEY, TOPOGRAPI-11C, LAYOUT, GRADING & UTILITY INFORMATION TAKEN FROM DRAWINGS FOR "CHANCELLOR PARK at RYE BROOK (10/12/98) PREPARED BY DOLPH ROTFELD ENGINEERING, P.C. 0 15 30 60 90 120 1061:1440 � Viflage of Rye Brook, New York � Forest City Daly Housing 151 West 40th Street New York, New York 10618 livNEY*TUNG * SCHWALBI Divney Tung Schwalbe, LLP Planning One North Broadway Engineering White Plains, NY 10601 Landscape Architecture 914 428 0010 Environmental Services 914 428 0017 FAX Project Management THE AIARUN ARCHMCTURAL GROUP 240 Nordi 22nd Street' a, Pennsylvania 19103 JOHN P. I DE GROUP 339 Route 100 Somers, New York 10589 IT IS A VIOLATION OF ARTICLE 130 OF THE NEW YORK STATE EDUCATION LAW FOR ANT PERSON TO ALTER TMS DOCUMENT IN ANY WAY WITHOUT THE EXPRESS WRITTEN VEREnCATION OR ADOPTION BY A NEW YORK STATE LICENSED LAND SURVEYOR OR ENGINEER IN ACCORDANCE WITH SECTION 72M M ARTICLE 130.NEW YORK STATE EDUCATION LAW REWSIONS NO. DATE ISSUE 10/31/00 APPUCATION FOR MINOR SITE PLAN AMENDMENT 01/04/01 AMENDED SITE PLAN FOR SIGNATURE 03/01/01 AMENDED SITE PLAN FOR StGNATURE C) Divney Tung Schwabe, LLP 2000 DRAWING TITLE: -rTON CONSTRUO' STAGING EROSION & SEDIMENT CONTROLPLAN DESIGNED BY; DRAWN BY: OF NEW PROJECT NO. DATE: 524 09/21/00 R-1 DRAWING NO. r 064A EC- I � rwitt 03101/01 12-,43,00 P10 G,.\CADD\524 Dalv-Rve Brook\01-0.1-15 subm\524eclerosion.olt i t 39((Z.0 (7, j j'.5 sq. ft. 7 f /I Z gga'!"'Al —AND INCLUDE A RECONFIGURED BUILDING FOOT PRINT AND LINE 111-11"m E 3,972-29 BUILDING ENTRANCES INCLUDING THE LOADING AREA. N 541,2.72 I 3. FINAL GRADE ELEVATIONS SHOWN MAY VARY SLIGHTLY IN ORDER TO MEET EXISTING IMPROVEMENTS THAT HAVE BEEN ALREADY INSTALLED. A GEOTECHNICAL ENGINEER SHOULD BE RETAJNED DURING EARTHWORK OPERATIONS TO ASSURE PROPER 50 248 COMPACTION ON FILL AREAS AND TO DETERMINE STABILITY -"�'�PEDSTRIAN—/ 9 CROSSWALK OF STEEP SLOPES. 4. THE CONTRACTOR SHALL MARK OUT ALL EXISTING UTILITIES AAML PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY PROPOSED GUI �AIL CONFLICrS OR CHANGES. 5. ALL RETAINING WALLS SHALL BE DESIGNED BY A LICENSED T44 97 PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NEW YORK. SOIL WRINGS AND OR TEST PITS AS MAY BE RE JUIRED TO DESIGN 'x E fi,ft-27 war TIM WALL SYSTEMS SHALL BE OBTAINED TO DETERMINE SUBSOIL gg v N 270.14 CONDITIONS AND AVAILABLE SOIL CAPACITY. It E.4,025.49 6HYDRANT FLOW AND PRESSURE TESTS SHALL BE CONDUCTED N 69245-84 ON M EXISTING WATER MAIN. T14E TEST RESULTS SHALL BE DOWNLIGHT (TYP.) -man E 4,033-90 USED IN DESIGN OF THE BUILDING FIRE SUPPRESSION SYSTEM. E 4,206-67 LIGHT POLE WITH N 5,655-94 LIGHT POLE WITH DOWNLIGHT( TYP. N 5.'900.9 Aa, R-9, IS, �;vv 1 4 C A 9206-02 z CURB IKAMl --WIDE RAIL ono. T 2' CURB TRANSITION PROPOSED HT -,CHAIN LINK FENCE gellAtlantic Pad 6 FOR PUMP STATION. V7 t N 6,121-57 Dec. SERVICE GATE. CA�D/— CALL ACTIVATED A 0 SWT 4 conc. SWT 4-0 Tel> Plod FIRST FLUSH moli; 17J 67' OWN EXISTING..WALL TO BE REBUILf:��-- WITHIN SITE PROPEPJ�or4 sun EXISTING STONE WALL TO BE RMNSTRK-TED -Z' nuaft.... AR'THARRVIC R(6 -1z — — — — — — — — -lic - - - - - - RMAR'THAR) - — - - — - "SERVICE ENTRANCE ONLY" SIGN KING r-NI -T "S REE ----------- /V zs- w an M mmmmvmw� now ommmummomown m /V ze- c T P'LOTTf.^D BY: rwitt 08/30/200L)2�4-5,,47 ','-W`\,"AfDD'l%524 bloly-Rye. Brook\524�llfayoi,�t.pft � I IT IS A VIOLATION OF ARTICLE 130 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANT WAY WITHOUT TIM 19XPRBSS WRITTEN VURMCATION OR ADOPTION BT A NEW YORK STATE LICENSED LAND SURVEYOR OR ENGINEER IN ACCORDANCB WITH SECTION 72" (2). ARTICLE 130,NEW YORK STATE EDUCATION LAW REVISIONS, NO. DATE ISSUE 09/21/00 APPLICATION FOR MINOR SITE PLAN AMENDMENT 10/31/00 APPLICATION FOR MINOR SITE PLAN AMENDMENT 01/04/01 AMENDED SITE PLAN FOR SIGNATURE 08/31/01 ISSUED FOR REVIEW TITLE* A'VOUTPLAN DESIGNED BY* DRAWN SY- PROJECT M DATE: 09/21/00 DRAWING NO. 1 4 - Ik N nil 160 v C), 7JO f'L % S 7 77, T 4,818' sq,ft I N" Z '6 Ile f h 348. 1 N 205 6,022 svj. i1t. 41 !80 418-10, sa. Ift" 8,4337 I/ , __. 1, , 1 4- . ­j k 5,107 sql ft, N4 �i V_ I j� .000� "U V 1-6 Eo 0 t-, Z V er -j" _9 cA 7 'f X X ,R77-_3'04� ea� t 7 r ----- - _�IfL DI 3 Nix P L 15�07 -9-9 77 A 3SAW1 T, 36 J -7 T 2C 3-, 336� X S FLA(' N- 0 FF 37, 0 77 32e,9 x� .54 3� 0 FF 3 7_ w 8,3M 7'. '16, d 0 'R 0 alp Z SWT 4 X 34-9. 94 Y C. Fel. X J D '570. g6 - mrw Bell" ""C Easwrrien '41 X 33-3. 94 N �WT 4 x 333, -96 (z CO)w;% T�94 __7f 1 4­4 R I R ST F L _�Y�> H SWT--4�0­- IU 67, Z1. C_ _X, x X -733. 72 MIN x 333. 79 'as torl x of Stone w c// along KING S TREE 7 w"M WON= maw -MANNOWMOMM mmm NOTE: 0 15 30 610 BASE SURVEY, TOPOGRAPHIC, LAYOUT, GRADING & UTILITY INFORMATION TAKEN FROM DRAWINGS FOR, "CHANCELLOR PARK at RYE BROOK (10/12/98) PREPARED BY DOLPH ROTFELD ENGINEERING, P.C. PLOTTED BY: rwitt 08/30/200'04�46100 PMG:\CAD1D\51,4 Daly -.Rye 8ro6�\_524s2qrae1nq,01t SENIOR HOUSIN G AT BELLEFAIR ViUage of Rye Brook, New York Forest City Daly Housing .151 West 40th Street New York, New York 10018 DivNEY TuNG ScHwALBE - Divney Tung Schwalbe, LLP Planning One North Broadway Engineering -White Plains, NY 10601 Landscape Architecture 914 428 0010 Environmental Services 914 428 0017 FAX Project Management TBE MARTIN ARCHMICTURAJ. GROUP 240 North 22nd Street Philadelphia, Pennsylvania 19103 JOHN P. SLAKER DESIGN GROUP 339 Route 100 Somers, New York 10589 IT IS A VIOLATION OF ARTICLE 150 OF THE NEW YORK STATE- EDUCATION LAW 'FOR ANT PERSON TO . ALTER THIS DOCUMENT IN ANY WAY WITHOUT THE EXPRESS WRITTEN VERIFICATION OR ADOPTION BY A NEW YORK, STATE LICENSED LAND SURVEYOR OR ENGINEER IN ACCORDANCE WITH SECTION 7209 (2), ARTICLE 130, NEW YORK STATE EDUCATION LAW REVISIONS, NO� DATE ISSUE 09/21/00 APPLICATION FOR MINOR SITE PLAN AMENDMENT 10/31/00 APPLICATION FOR MINOR SITE PLAN AMENDMENT 01/04/01 AMENDED SITE PLAN FOR SIGNATURE OSIS1101 ISSUED, FOR REVIEW (g) Divney Tung Schwalbe, LLP 2000 DRAWING TITLE- GRADI N G PLAN DESIGNED BY; DRAWN BY. PROJECT- NO, DATE: - 524 09/21/00 DRAWING NO. S �1,2 10 I I � I I I I I 1­1 ''I I 11 .1 I I I'll, - 11.11-11. I . I I 1, �, - _ __ , ., _ � _ _ " _ , ", � 11 I , ­1 I , - ­ 11 I'll I ...... � , " _ __ __-, - ", , ,.­"'- I I , , , � I 1. 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I I � � I I I _01, I � I � I ,�,' Z__/ L-vrl �A/ I ,��___ �L' Z-- 7 NOTE: Drawings S-1, S-2, S-3, LA-1, A-1, and EC-1 represent the amended Site Plan A - pproval .documents. I .1 I � I I . . . . Approved by Resolution dated November 28, 2000 of the Board of Trustees of the Village of Rye � I I � I . I � I Brook, Subject -to .all requirements and conditions of said Resolution. .Except as provided in said ' � . I � � , � resolution, all other a 'icabl� conditions of the approval resolution for "Bellefair" ado ted,by the Board of Trustees 0 lfle VIIIO?ee 'Of Rye Brook on ,January 27, 1998 shall remain in' lullr force and. I I � I � effect, and* the applicant and I S successors and assignors shollbe required to comply with some. . p , , I , I . I . , - - � . . I � I I I � � I � - I I . . � - I I - I 11 I I ,� � I � � I I � I I I . I - I . 41, . I I I �., . I I I � I . 1� � � . - Francis L,Filipowskii 'Mayor " I Date 11 I I I r I I - - � I - I � . I I I . � I I I . 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I 0 � I 10 I i 10 I Q HtUHUtH UY VAHI NUMbt:H b=i:! REORDER BY PART NUMBER 6552 POSITION EDGE OF PRINT ON THAI LINE POSITION EDGE OF PRINT ON THIS LINE REORDER BY PART NUMBER 6552 REORDER BY PART NUMBER, 6552 REORDER BY PART NUMBER 6552 POSITION ENE OF PRINT ON Tft LINE POSITION EQGR-QF PRINT ON11081INE POSIT141190GEOF PRINTON THIS LINE REORDER BY PART NUMBER 6552 POSITHIN ME (IF PRINT AN TIUS LIUF 1 360 I 1 340 00 EXISTING: GRADE PROPOSED GRADE: to Ul) 00 LO 0 00 (P U! M > �4 to (0 V_: to 0 x to 00 LO LO 0 to n :2 > 000 X > Z MM> : .................... ...... 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Fr z LIJ 0� - 40 LF 10" DIP 0 0.50Y FRO4� BUILDING 1 164 LF 10" DIP 0 0.50Y FROM SIMH Fo-1 340 ------------ ------ -------------------- . . .............. ...... :,;-. -------------- ............................. a 0.50 x 121 LF 8" DIP 16 0.50 X F�OM SMH: Fo 39 LF 8" DIP CONNECT TO 6" a 0.5ox FROM KITCHEN FROM':SMH Fo NOTE EXISTING 16" WATER MAIN PRECAST GREASE TR AP 0 NA TWO SEWER LATERALS RUN ENCASE SEWER PIPES SEWER MAIN FROM SMH Fa APPROXIMATELY PARALLEL. IN 6" THICK CONCRETE INV. IN 339.38 GROUND PROFILES ARE FROM WITHIN 10'OF CROSSING INV. OUT 339.13 CENTERLINE: OF TWO SEWERS. 330 0 2 SANITARY SEWER PROFILE* SMH Fa/Fa 1 SMH F 3 EEEERzil EEEER�1� 330 0 n 0i C14 (0 L() LL n n PROPOSED: GRADE I I > Z z --------------------------- . ........... ............ . 1 -<Z... 7 ----------------------- ------- --------------- --------------........... ................................. ............................ 00 to V; 10* It EXISTING GRADE: V- LO C14 LL 4P ............................. ................................................ ------- ----------- ............. ---------- .................. ........... -------- ------------------------------ ........... ........... ............................ ............ ....... ..... 9�7 ........... ............... a7............................ ....... ............................ 16" WATER MAIN CA4P 18" MIN.,,SEPARATION '58;/ 811 SANITARY SEWER 0 2 3 STORM SEWER PROFILE: F-2a - F-2 ISTA9 V.C. .............. ..................... ...................... ------- ------ ------------ ----------------- ---------------------------- ----------------------------- .............................. .............................. ----------------------------- ------------------------ .............................. -------------- ............... .............. .............. --------------- ......... --------------------------------- PROPOSEb GRADE EXISTItIG GRADE MAT' V.C. ----------------------------- ---------------------------------------- --------------- ............ ..................................... . .... ... ------- ... ........ ...... .................. ------------ ----------- ......... ................... ............................. .............................. ......................... .................................................... .... --------------------------- 4 F, -LOOZ -- -- --- — — — — — — — — el X 8 +0.7447.' 8 ................ .................... ............................................................. .......................... ............................................................................... --------------------------- ............... .............. ------------------------------ -------------------------------------------------- -------- I ............ > -------- -------------- :8 I :8 :C; A 10+00 11+00 12+00 13+00 REUNION ROAD PROFILE 8 PROPOSED GRADE: EXISTING GRADE ---------------.............. ............................. .......................... ...................................... ................. ------ -------- -------- ............................ 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K 17 50.00 V.C. . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . gg 25 + 8 8 100.06, V.C. + IN) + z 2 1�- se :M ut :0 :0 -- .0 0. > :12 :C5 0+00 1+00 2*00 3+00 4+00 KING STREET TRUCK ENTRAN C E 5+00 6+00 SCALE: 1" - 30'HORIZONTAL 1" - &VERTICAL STONEGATE A IV ZX1 A T BELLEFI-11R, Villaaae of Rye Brook, New York Forest City Daly Housing 151 West 40th Street 'New York, New York 10018 DmEy * TuNG ScHwwm Divney Tung Schwalbe, LLP Planning One North Broadway Engineering White Plains, NY 10601 Landscape Architecture 914 428 0010 Environmental Services 914 428 0017 FAX Project Management THE MARTIN ARCHITECTURAL GROUP 240 North 22nd Street Plifladelphia, Pennsylvarda 19103 JOHN P. SLAKER DESIGN GROUP 339 Route 100 Somers, New York 10589 IT IS A VIOLATION OF ARTICLE 130 OF THE NEW YORK STATE EDUCATION LAW , FOP, ANY . PERSON TO ALTER THIS DOCUMENT IN ANY WAY WITHOUT THE EXPRESS WRITTEN VERMCATION OR ADOPTION BY A NEW YORK STATE LICENSED LAND SURVEYOR OR ENGINEER IN ACCORDANCE WITH SECTION 7209 (2), ARTICLE I3%NEW YORK STATE EDUCATION LAW REVISIONS NO. DATE ISSUE 8/31/01 FOR REVIEW (C) Divney Tung Schwalbe, LLP 2000 DRAWING TITLE., PROFILES . I DESIGNED BY: DRAWN BY: IVIS MS PROJECT NO. DATE; 524 8/31/01 DRAWING NO. s-5 4 e - t - 4 SENIOR HOUSING -6 X 6 WELDED WIRE MESH FOR 6" AND 4" DEPTHS OF CONCRETE 22'-0" (VARIES SEE PLANS) (WALKS) 4000 PSICONCRETE AT .01 5'-0" FOR ASPHALT WALKWAYS WITH LIGHT BROOM FINISH #4 REBAR SPACE 12" O.C. BOTH DIRECTIONS CL AT LOADING AREA AND REFUSE BELLEFAIR 111-011 ill -Oil 10'-0" FOR ASPHALT WALKWAY/EMERCENCY ACCESS ROAD AND UTILITY PADS EQ. EQ. 6" THICK, 4000 PSI CONCRETE GRASSCRETE, INSTALLED/ CONSTRUCTED BY LICENSED CONTRACTOR FOR AUTHORIZED BY BOMANITE CORPORATION OR APPROVED EQUAL. 1* 00 Vfflage of Rye Brook, New York 2" ASPHALTIC CONCRETE. TOPSOIL r TOP COURSE, NYSDOT 403.16 4" COMPACTED GRANULAR BASE 00 0 0 0 0 2Y SLOPE PAVEMENT - 2X IR SLOPE PAVEMENT - BASE COURSE, NYSDOT ITEM NO. 304.03 In In -using N Forest City Daly Ho 151 West 40th Street COMPACTED GRANULAR ME 21- WgARING COUR�E Q� FOR CONCRETE WALKS NYSDOT ITEM NO. 304.03 New York, New York 10018 COMPACTED SUB -BASE -­J ASPHALTIC CONCRETE COMPACTED SUBBASE -00 ... . ... NYSDOT ITEM NO. 403.17 3" BINDER COURSE oc FINISHED GRADE 5" NYSDOT > ?56 W- I _1 11111 I N �i'6' - I' TR I ?�Qc L ITEM 304.03 ASPHALTIC CONCRETE !�1100�1) mp'��Qo �*azoc) 1012NO FOR REFUSE, UTILITY COMPACTED SUBGRADE NYSDOT ITEM NO. 403.13 PADS LOADING AREA =HH1= 8" COMPACTED GRANULAR BASE- NYSDOT ITEM 304.03 COMPACTED SUBBASE DivNEy+TUNG SCHWALBE Divney Tung Schwalbe, LLP Planning One North Broadway Engineering White Plains, NYI 10601 Landscape Architecture 9N 428 0010 Environmental Services ASPHALT ROADWAY SECTION ASPHALT CONCRETE PAVEMENT SECTION GRASS CRETE CONCRETE SECTION 914 428 0017 FAX Project Management NOT TO SCALE NOT TO SCALE NOT TO SCALE NOTTO SCALE 4 THE MARTIN ARCHITECTURAL GROUP CONDITION 240 North 22nd Street 51-01' A NO PERPENDICULAR SIDEWALK Philadelphia, Pennsylvania 19103 B PERPENDICULAR SIDE WALK 611 R - 1/241 (SEE PLAN) All ' 1 611 1/2" RADIUS FINISHED R - ROAD/PARKING JOHN P. SLAKER DESIGN GROUP 1/2" RADIUS GRADE WALK PAVEMENT PAVEMENT SAWCUT 15' 0" MIN. FINISHED I I 3E 339 Route 100 NEW OVERLAY THICKNESS GRADE Somers, New York 10 89 4000 PSICONCRETE Ul) VAR MIN 1-1/2" 2" MAX. IES 1-1/211 MINIJ 4000 PSI CONCRETE ROADWAY SECTION---\", 0. SEE DETAIL THIS SHEET CONCRETE CURB NOTES: "�REMOVE EXISTING PAVEMENT VARIES 1. EXPOSED SURFACES TO HAVE BROOM FINISH CLASS 'A! 2. PROVIDE 1/2 INCH PREMOULDED EXPANSION 6" COMPACTE D SUBGRADE PLAN CONCRETE -1-1/2" MIN. JOINT EVERY 20 FEET O.C. EXISTING PAVEMENT 0 0 NOTE ':�COMPACTED SUBGRADE 1. ALL EXISTING PAVEMENT SURFACES SHALL BE TACK COATED 11111 A T-6" 41-0" -A 11-611-1 811 11 B V-6; Lz==3 TOP OF CURB 1. EXPOSED SURFACE TO HAVE BROOM FINISH OTTOM OF CURB 2. PROVIDE 1/2" PREMOLDED EXPANSION JOINT EVERY 20'0.C. ELEVATION 3. CURB END TO HAVE A &TRANSITION FROM 6" TO 1" EXPOSED HEIGHT PAVEMENT KEY -IN CONCRETE CURB DROP CURB PEDESTRIAN RAMP NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE DROP CURB IXA. BOLT 12" STAIR RAIL (BOTH SIDES OF STAIR) I.WHERE S N 2'MIN. TYP. (3/0" DIA. HOLE) VN I'LAN CONCRETE CURB X X" &OT IN STEEL EXP. COORDINATION WITH NOTE*FOR CURVED MEDIAN BARRIER WHERE CURVES ARE LANDSCAPE ARCHITECT (WHERE SHOWN FOR W1 DIA. BOLT WASHER GREATER THAN 3 - 45 THE BOX BEAM SHALL BE i NT REQUIRED ON PLANS) V. X 61' X %" CONT. MW�X - OUTSIDE SPLM SHOP WORKED TO THE REQUIRED CURVATURE EL. AS SHOWN ON PLAN STRUCT. STEELTUBE 119"" DOWELS, II T -4- W, x Vle sLoT IN STEEL AND I D.C. W/ SLIP CqNgRET� WHEEL BERM FF I END ON WALK OR EXP. JT DIA. HOLE IN POST FOR 1/t" OLA. SOLT LA DING (TYP) BAR WHLRL SHOWN TYP) (SEE DETAIL BELOW) STL. 5" X -Vli* X 1/4" x 4V2" I.G. DOWELS, 18' O.C. COMPACTED WITH SLIP END PLAN SUBGRADE -EL. AS SHOWN ON PLANS 4" WIDE BLUE STRIPING CL It SECTION A -A 6'. 150" 51 3 6.X6. (TYPICAL) #6x#s WWM W -7 BEDDING PAVERS (SEE LANDSCAPING DRAWINGS) AL :V W S STAIR DFIAIL (SIZE NO.2 _J STONE) #3 BAR 0 7-1-Lo. SLO.M W HANDICAP PARKING SYMBOL 4'. Vil DIA. x flie' I.G. STO. HEX 12, O.C. EDGE OF PAVEMENT/ & BOTT. T WITH FLAT WASHER > FACE OF CURB TYPICAL SPLICE DETAIL 8112, 06 31-011 F, 271 IN TANGENT SECTIONS VARIES 1 1/4" DIA. STEEL STAIR AJ RAILING, CONTRACTOR 61 TYPICAL IN TRANSITIO14 SECTIONS TO SUBMIT DETAIL FOR too-1 "xi I - I �=1111191 =_ APPROVAL. 314' EXP. . ..... - 1111-1111IM1111 INISHED SLIP IMPACT Ft T__ JOINT GRADE VARIES 1/4 3 TOP OF TREAD ASSEMBLY 3113" OR LANDING-i. -AS W" 91-0#1 91-011 91-011 1/4 6 4 311 15.7 POST PL o.-I" NOSING (TYP) ISOMETRIC VIEW 1�2" DOWELS, 18" O-C. I __ WITH SLIP END RADIUSe 1/4 3 NOSES LOCK -SET POST ANCHORS - _. % #2 BAR 0 12' ALL FOR "U" POSTS. INSTALLED PREMISSISLE IT ALONG 0 O.C. EACH WAY IN ACCORDANCE WITH CU MANUFACTURERS SPECIFICATIONS ELEVATION THIS LINE FOR IORWING 3' 3- "CRUSHED STONE 7' C TYP) ROOM FINISH EM-YIEW V4 23/8 OETAIL OE SIAIR 51.DE (TYP) EL AS SHOWN STAIR SIDE TYPICAL ON EACH SIEP IAYQU ON PLANS SIDE AND CONTINUOUS FOR THE (7" RISER/11" TREAD) ENTIRELENOTH OF STAIRWAYSYSTEM IT IS A VIOLATION OF ARTICLE 130 OF TIRE NEW 811 x 1/4 x24"STEEL PL. YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY WITHOUT THE EXPRESS WRITTEN VERWICATION OR ADOPTION BY A NEW YORK STATE LICENSED LAND SURVEYOR OR ENGINEER IN ACCORDANCE WITH SECTION 720 (2). ARTICLE "O'N" YORK STATE EDUCATION LAW. HANDICAP PARKING SPACE TRAFFIC SIGNS BOX BEAM GUIDE RAIL CONCRETE STEPS WITH HANDRAIL NOT TO SCALE NOT TO SCALE 10 NOT TO SCALE NOT TO SCALE 12 REVISIONS NO. DATE ISSUE 08/31/01 ISSUED FOR REVIEW NOTES: LIGHTING WILL BE CIRCUITED TO PROVIDE FOR EVENING AND NIGHT (LOWER LEVEL) MODES OF kAX. PAYMENT LIMIT FOR PAVEMENT REPLACEME 30" DtA. 911 DIA. SPUN ALUMINUM COLLAR OPERATION. 101-Ots 1%" CONTINUOUS TOP RAIL APPROVED CAP 1Z J-611 OR ASttJ J1-61' OR AS.IIIJ�11_" M I AX. LIGHT POLES, FIXTURES AND BOLLARDS SHALL BE AS MANUFACTURED BY STERNBERG LIGHTING 4 '4 ANIL AND ARE AS NOTED: SAW CUT LINE-\ ORDERED ........... SAW CUT LINE 311 O.D. TERMINAL POST 2 3/8 b.D. LINE POST POLE' STERNBERG 4410-OT .4 (GEORGETOWN. 10' TAPERED SHAFT, ALUMINUM) A 'A 211 WATER PROOFING SEALANT 3/16 X 3/4 11 SQUARE EDGE aim STRETCHER BAR AND V8 '� _= FIXTURE: STERNBERG 6130 MOSU= HERITAGE,.175W METAL HALIDE, VERDE GREEN t 811 DIA. 16 GA. GALVANIZED FABRIC TIES BANDS BOLTED 15" ox; MAX. STEEL SLEEVE 1211 ox. MAX. > EXISTING EXISTING PAVEMENT I==1111191 R 112-4111 P 111-29 111119 11111==11I I PAVEMENT 4 3000 PSICONCRETE 09 GAUGE, 1-3/4" BLACK DIAMOND BERM POLYVINYL CHLORIDE (PVC) SHAPE TOP TO M11 COMPACTED WIFNE M111 DRY SAND COATED GALVANIZED STEEL MESH SHED WATER F-0 UNDISTURBED MATERIAL BACKFILL B-255 tu UNDISTURBED MATERIAL .4 .4 *7 GAUGE PVC COATED FINISHED GRADE TRANSP 200 = kRENCH WIDTIM HIGH CARBON STEEL COIL SPRING N EMU; 1 @ Divney Tung Schwalbe, LLP 0 M 8" COMPACTED GRANULAR BASE TENSION WIRE .4 EM NYSDOT ITEM NO. 304.05 T= DRAWING TITLE� ffm- SOLT PATTERN TO MATCH POLE Ew� � 1211SQUARE STEEL BASE PLATE ANCHOR BOLT TEMPLATE CONCRETE FOOTING I" x I" REVEAL 2" TOP COURSE CLASS "A" CONCRETE �_FINISHED GRADE NYSDOT ITEM NO. 403.17 611 SQUARE STEEL SETTING PLATE NOTES: R) A 3000 PSI AT ANCHOR BOLTS PER DETI-VILS BASE COURSE NYSDOT ITEM NO. 403.13 RECOMMENDATIONS 311 ASP14ALTIC CONCRETE ALL POSTS, RAILS, AND ACCESSORIES SHALL BE GALVANIZED OR ALUMINIZED. iI NOTES: IT- MANUFACTURER'S NOTES: 1. GROUND SPIKE SHALL BE WELDED TO 1811 - 3/4" DIA. STEEL GROUND SPIKE TERMINAL POSTS SHALL CONSIST OF it SETTING PLATE AND BASE PLATE, WITH THE (0 NO. 4 REBAR; LAPPED 24Y 1) IF EXISTING ROADWAY HAS CONCRETE SUB -COURSES REMOVE BASE PLATE WELDED TO THE GROUND SLEEVE. 24" DIA. END, CORNER, ANGLE AND PULL POSTS. DIA. THE CONCRETE TO THE NEAREST SEAM UNLESS OTHERWISE APPROVED 2. 201 MAXIMUM EXPOSED FLAG POLE HEIGHT 4 - t - 4 2) ANY ADDITIONAL DEPTH BETWEEN EXISTING CONCRETE SUB -COURSES CONCRETE FOOTING AND THE 5" OF NEW ASPHALT SHALL BE FILLED WITH GRANULAR BASE (ITEM 304.05) COMPACTED SUBGRADE DESIGNED BY: -DRAWN BY: MIS MS PROJECT NO. DATE- 524 ASPHALT PAVEMENT FLAG GROUND SLEEVE CHAIN LINK FENCE LIGHT POLE AND FOOTING DRAWING. NO. REPLACEMENT AT TRENCH 13 NOT TO S CALE 14* NOT TO SCALE 15. NOT TO SCALE 16 NOT TO SCALE S-6,el E2"WE PLOTTED Bl� rIaltt 08/31/200'04*&51 PM "�\CAD,,-Ar,24 Daly -Rye POSITIOW ENE Of PMW ON THIS UN FRAME AND GRATE PATTERN NO. 2541 FOR QAITCH BASIN IS CATCH BASIN AS MANUFACTURED BY CAMPBELL FOUNDRY, HARRISON, NEW JERSEY CCZZD OR APPROVED EQUAL. TOP OF CASTING LEVEL WITH TOP OF CURB B 51-011 LU C14 5 -011 > r.0 CONC.CURB 31-691 b FACE OF CURB C14 A (0 OUTLET PIPE A OR AS DIRECTED 6 SUMP WITH GRAVEL POCKET B 0 IE ij D JB DELETE CURB DROP FOR TYPE T PAVEMEN CATCH BASIN 2 COURSES MASONRY BRICK 2 COURSES MASONRY Cost Iron Hood FO LEVELING PURPOSES BRICK FOR LEVELING CAMPBELL PATTERN NO. 2564 PURPOSES CAST IRON STEPS EQUAL TO .4 4 BARS 1211 D.C. CAMPBELL PATTERN NO. 2589-2 BOTHWAYS OUTLET PIPE -6" PRECAST CONCRETE Costiron l4anger Plate 641- 611 L 21-6 NOTE: Use trap for catch UNDISTURBED 4 BARS 811 O.C. BOTHWAYS basins as shown on plans MATERIALS 611 COMPACTED SAND PLAN UNDISTURBED OR CRUSHED STONE SECTION A -A MATERIALS SECTION B-B Ft" 1 FINISHED GRADE _j CAMPBELL FOUNDRY FRAME AND GRATE---<,_MINJ_ Mi - T MODEL NO. 1203 OR APPROVED EOGAL SELF SEALING RUBBER GASKET (TWO PROJECTIONS) 12" MAX. ADJ.TO GRADE ASTM C443-60T WITH BR. OR BL. NON -SHRINK GROUT ALUMINUM STEPS CAST ALUMINUM MANHOLE STEPS 4000 PSIPRECAST CONC.CONE SANITARY SEWER PIPE MANHOLE -REINFORCING BY MFGR. INVERT SHOWN ON PLANS FOR JOINTING _SFE COMPUTED FROM MANHOLE DETAIL "N' CENTERLINE TO MANHOLE DETAIL "N' 01' DIA.PRECAST CONC. CENTERLINE RISER SECT.-REINF.BY MFGR. A PRECAST CONC. M.H. TAPER 6" MIN IF REQD-REINF.BY MFGR. AALU NUM 1W. STEPS 12" III D.C. TYP.) INVERT LIP TO BE AT] PITCH TOWARDS INVERTS (TYP.) SAME ELEV.AS PIF 'E ------ UTLET ANGLE (UNLESS DIRECTED BYJ AS REQUIRED ENGINEER) INLET W to, 04 MANHOLE BOOT % L6* MIN. GRAVEL BED 11711171117111711717 777177- 111- PLAN (TYP.) 6f PRECAST SEWER MANHOLE NOT TO SCALE 1AVEMENT OR �OPSOIIL. SEE PLANS :FILL TO 951 RELATIVE COMPACTION DENSITY AT OPTIMUM MOISTURE :R PAVED AREAS AND 90/ UNDER ,SCAPED AREAS (TYP.) AINIMUM PIPE COVER )RTED GRANULAR MATERIAL COMPACTED Y41' TO 11/211 CRUSHED STONE AGGREGATE 6" MINIMUM PIPE BEDDING TO TOP OF PIPE lllfll�Eli (FLEXIBLE PIPE) UNDISTURBED GROUND/VIRGIN SOIL NOTE: WHEN SEWERS ARE TO BE INSTALLED IN FILL SECTIONS, THE CONTRACTOR SHALL INSTALL CRUSHED STONE, GRAVEL OR APPROVED STRUCTURAL FILL. CONCRETE ENCASEMENT CUT INTQ MAN-LiOLE C.L. RISER PIPE RISER SECTION C.L. MANHOLE WYE BRANCH CONNECTOR 3000 p.s.i. CONCRETE I r IF Von a-mv —9 EME V911 N mo, TRENCH EXCAVATION__J PAYMENT LIMIT MH PLAN LONG RADIUS 900 GRAVEL BED (TYP.) NOTE: C.L. MANHOLE 1. ALL PIPING IN THIS DETAIL IS C.I.P. SECTION C.I.P. PLUG ALUMINUM M.H. STEPS AT 12" O.C. PRECAST CONC.RISER SECT. -SEESPECS. FOR JOINTING TIE7,71ralwa -.To ELEV. AS INSIDE CROWN (TOP) OF LARGEST PIPE BUILT INTO MANHOLE INVERT TO BE CONSTRUCTED OF BRICK MASONRY PRE -CAST DROP MAINHOLE NOT TO SCALE SEWER OR ORAIN LINE NOTE: FOR ANY CONDITIONS OTHER THAN SHOWN AT RIGHT THE FOLLOWING 101 MIN. 101 MIN. REQUIREMENTS SHALL BE MET THE JOINTS OF THE SANITARY SEWER OR STORM DRAIN SHALL BE A MINIMUM OF 101 FROM THE POINT OF CROSSING. THE SANITARY SEWER SHALL BE CLASS 150 PRESSURE PIPE AND THE STORM DRAIN SHALL BE LOCK JOINT 201 MIN. PRESSURE PIPE. WHERE THE ABOVE CONDITIONS CAN NOT BE MET. THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH WILL BE NOTIFIED AND ITS APPROVAL WILL BE REQUIRED. NOTE: WATER LINE ARY SEWER OR WHERE THE WATER LINE PASSES BENEATH THE STORM DRAIN (PRESSURE PIPE) SEWER LINE OR STORM DRAIN, THE JOINTS OF THE PIPE SHALL BE A MINIMUM OF 101 FROM THE POINT OF CROSSING, SEWER PIPE SHALL 101 MIN. 101 MIN. BE CLASS 150 PRESSURE PIPE AND THE STORM B0. DRAIN SHALL BE LOCK -JOINT PRESSURE PIPE. NOTE: REQUIREMENTS AS STATED IN THE TWO CONDITIONS ABOVE WILL ALSO APPLY WHEN HORIZONTAL SEPARATION BETWEEN THE SEWER AND WATER IS LESS THAN 101 AND VERTICAL SEPARATION IS LESS 'THAN 18". WHERE THE ABOVE CONDITIONS CAN NOT BE MET, THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH WILL BE NOTIFIED AND ITS APPROVAL WILL BE REQUIRED. FINISHED GRADE Mg PSI CONCRETE ,--:Y4" GRAVEL -4" PERF. PVC UNDERDRAIN 04 REINFORCING BARS 12" O.C. BOTH DIRECTIONS if PRECAST CONCRETE Ci 0 d PLAN FRAME AND GRATE AS MANUFACTURED BY CAMPBELL FOUNDRY CAT. NO. 3451 OR 00 APPROVED EQUAL. 21-641 SO. 2 COURSES OF BRICK OUTLE T FOR FINAL ADJUSTMENT PIPE PRECAST CONCRETE > 611 (TYP.) z 10 if 6" COMPACTED SAND OR NO. 2 UNDISTURBED MATERIALS CRUSHED STONE SECTION A -A DRAIN I INL E T NOT TO SCALE 2 —SEE CLEANOUT DETAIL EXISTING GRADE THIS SHEET CAP TEMPORARY 0 R) CUT 18" ABOVE GRADE 18" MIN. LENGTH OR CONNECT TO BUILDING it _J SERVICE "Y" 13RMCH MAIN SEWER LINE 0S 4�% GP104 "I G X f-D UNDISTURBED GROUND DF, V4 NOTES: 1. MIN. SLOPE OF LATERAL 1/4" FOOT EXCEPT OTHERWISE NOTED. A'z REQUIRED LENGTH M ->. 2. MAX. SLOPE OF LATERAL AS DETERMINED BY GRADES OF SHED 6" MIN.-3/4" CRU STONE TO TOP OF PIPE MAIN LINE AND BUILDING ELEVATION 3. NO CHIMNEY TYPE CONSTRUCTION SHALL BE PERMITTED. LATERALS MUST REST ON UNDISTURBED GROUND 4. CLEANOUITS TO BE INSTALLED EVERY 50 FEET OR WHERE SHOWN OR AS DIRECTED 5. SEE CLEANOUT,THIS SHEET FOR MORE INFORMATION. SANITARY SERVICE LINE NOT TO SCALE SURFACE GRADE 10'MIN. CLEARANCE WATER MAIN SEE NOTE BELOW SANITARY OR STORM SEWER NOTE* - WHERE A 101HORIZONTAL SEPARATION CANNOT BE OBTAINED DUE TO FIELD CONDITIONS.THE VERTICAL CLEAR DISTANCE SHALL BE A MINIMUM OF 1811, HOWEVER AN EXCEPTION TO THE 101 MIN. HORIZONTAL DISTANCE REQUIRES SEPARATE APPROVAL FROM THE WESTCHESTER DEPARTMENT OF HEALTH. 171 T —INLET OUTLET TDIA OPENING II 00 1- (TYP.) 16' PLAN VIEW �OL INLET OUTLET ,t-611 x 6" DIP TEE ILI :i:�� :A: NOTES 1. 4000 PSI CONCRETE SECTION VIEW 2. H-20 LOADING MAXIMUM PAYMENT LINE FOR EXCAVATION EXISTING GROUND SURFACE MAXIMUM PAYMENT LINE FOR EXCAVATION BACKFILL COMPACTED TO 951 DRY DENSITY UNDER PAVED AREAS (TYP.) 0wt 0=01W-1 a4wil VE 611 COMPACTED )r4l' CR HED STONE MAXIMUM PAYMENT LINE FOR EXCAVATION FOR STRUCTURES NOT TO SCALE 6" _�ZIP SLEEVE FINISHED GRADE PLUG WHERE INDICATED ON INGS AND AT END OF RUN NOTE SHALL BE USED IN UNPAVED AREAS ONLY. CLEAN OUT NOT TO SCALE OF NO. 2 TONE C.I.P. OR PVC L— EXISTING -OR PROPOSED FW. GRADE 51/4" SHAFT ADJUSTABLE CAST IRON VALVE BOX NOTE SIMILAR INSTALLATION FOR CURB BOX OR SERVICE LINE nn AM_ SUPPORT BOX WITH MINIMUM OF THREE COMPACTED BACKFILL (3) COURSES OF BRICK TO NATURAL GROUND 'YAWAN � 0 ' VA\ 111A CONCRETE BEARING PAD TO BE USED WITH PVC PIPE BRICKS TO BEAR ON PAD NE SIZE + IL WATER VALVE BOX NOT TO SCALE 04F 40 MAIN BNMT SIGN 24" Of ' - : . A POURED CONCRETE FOOTING 36" S '.0 COMPACTED SUBGRADE 6" CRSUSHED STONE SERVICE VEHICLE SQUARE PIER STONE FEATURES DRY MASONRY WALL CONCRETE RETAI"ING WALL GREASE TRAP NOT TO SCALE 12 NOT TO SCALE 1,3 NOT TO SCALE 14 NOT TO SCALE 15 _J PLOT T E- B Y,' r w i t 08/30/201,')'D'7z39f03 FIM Dcly--Rye Brook \5 2 4-S621D0 �ofls, dqrF I Wall! of Rye Brook,, New York Vfflage Forest City Daly Housing 151 West 40th Street New York New York 10018 Divney Tung Schwalbe, LLP Planning One North Broadway Engineering White Plains, NY 10601 Landscape Architecture 914 428 0010 Environmental Services 914 428 0017 FAX Project Management THE 14ARUN ARCHITECMIAL GROUP 240 North 22nd Street Philadelphia, Pennsylvania 19103 JOHN P. SLAKER DESIGN GROUP 339 Route 100 IT IS A VIOLATION OF ARTICLE 130 OF THE NEW YORK STATE EDUCATION. LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY W11THOUT THE EXPRESS WRITTEN VER]IFICATION OR ADOPTION BY A NEW YORK STATE LICENSED LAND SURVEYOR OR ENGINEER IN ACCORDANCE WITH SECTION 7209 (2), ARTICLE 130,NEW YORK STATE EDUCATION LAW. REVISIONS NO. DATE ISSUE 08/31/01 ISSUED FOR REVIEW Divney Tung Schwabe, LLP 2000 DRAWING TITLE: DETAILS DESIGNED BY- MS DRAWN BY: MS PROJECT NO. DATE: 524 08/31/01 DRAWING NO. S-602 \ � - I NOR FLATTER __�, I L SM SM -um MY$MK OR FRLWED OR ASM20 CONAM BIWAW C,l — — — __ � LALL TEMPORARY SWALES SqAtL HAVE UNIVERAILPTED POSITIVE GRADE TO —"V""KT-c AN WLET, EROSION AND SEDIMENT CONTROL PLAN SPECIFICATIONS i 2FAIA/BrIq 0 ? fiWW - 4 MMU X1r Mr = TMW 10 FW. I Titamm - r 2 REIWSM pffesloft mit, ...'..'0001 \_ EXISFINS GROUND 1% P-DIVERTED RUWF FROM A DISTURBED AREA SHALL BE CONVEYED TO A SED1MEffF F--D M11AXLEVEL ____-I Su FOW . 1. DESCRIPTION OF WORK I 11, 3 ftaLw Sw , OR 4 #VW -0 FW 11110111% W Aff LM TAPIN 77E RA W= or UK AY FWS I& 'i "' M M"" Z - -0 SrAKES I 11Z TO r ANGLE FIRST STAKE TWAW Nam PWAW LAID UWE TRAPPING DEVICE. SFAE 8 3 AVEWED RUWF M AN UNDISMRSED AREA SHAU WTLEr DIRECTLY IM AT 1. EXCAYATE A 6 INCH x 6 INCH TRENCH. OFFSET APPROXIMATELY 2 FEET FRO THE INLET PERIMETER Provide all means necessary to install, inspect and maintain, and remove temporor WSW Alwas OR MW MR SECrIN i !9 i erosion and sediment controlmeosures as shown on the drawings and as requirewto WAM SM" I FLIEW WH - WL X NX0 *V IN WN WA PW W A01I= OF $MW Im — ), AN UVOLSTURBED STABILIZED AREA AT Na*&ME VELOCIrY. I 2 � UNROLL A SECrOV AT A TIME AND POSITAIN THE POSTS A9A(NST � THE BACK (DOWAISTREM)WAU OF THE TRENCH (NET SIDE AW,W . . . I minimize the erosion and unspecified transport of soilfrom the site. � 1� ' .A7,,, & AWXE WAM - & SWXE 111ff1ft FMW OR MWO 7WM tMINWEIN crMw FIX — 11 I 4 ALL TREMBRIISH.STUMMOBSTWOS AND OTHER M&MANE PAW 'THE Or FLOW I I 1 2. QUALITY ASSURANCE � I I I ?I I 41-IM -nWM SW Bf AIM 1911166 TIE EVRANCE IF NW 6 111"101CMIL A 1XWAW XW 00 *MO WILL N PBWM ALL SWACE MEN MI BE I . �__�&�Xmw . I MATERIAL SHAL BE REMWED AND DISPOSED OF SO AS NOT TO INTERFERE WITH THE PROPER FU&TRINING 07 THE SINE WWN SNE WFM 3. DR#V,E THE POST INTO THE GROUND UNTIL THE NETTING IS _' a. General MINIM TO KAW SUWff nW amow gmla WIRE OR KIM BOIND 840 PtXED ON THE WOUR FLOW FIX iTHE 91AIE SHALL BE EXWED OR SHAPED TO UN&GRADE AND CROSS I WSW I APPROXIMATEa rFROM THE TRENCH BOTTOM. — — F_ RM FAW L& THE TOE -IN PLAP OP FABRIC ONTO 'THE UNDISTURBED i. Installand maintain in compliance with the New York State Department of T. "WMW - 1W MR40CE Ma K M41111FAWED N A =W& Fffff I .- . . vp IiiIiIIIIIII WILL MOW IMM OR FAPM W SMW WO RM NIINY OF W. ow I SECTION AS REWIRED TO MEET THE CRITERIA SPECIFIED HEREIN AND BE FREE I - I i I " V � � � � I I I OF BANK PROJECTONS 0 OTHER IRREOULMIFIES WHICH WILL IMPEDE MIRMAL $MN W __ 4, FW — I ,,,- I - FIN BOTTOM OF THE TWNCHBACKI'la THE TRENCH AND TAMP THE SOL Environmental Conservation GeneralPermit for Storm Water Discharges from 11111111111111 TW W AMM MW TV ATZO WN AWOK SW 4 MWW e � I <_J Ii. - <_J FLA C� � -ANNOw s. xiN SECTIONS As sj,mN. suppiEmENT WIGRwEL AwNsT 'THE FENCE. Construction Activities. sgrAwr /ff &�W. ADM & SMW VM 00ffM INAM OR VV00 MO MV Wff W Aw" W Wr BE 111111011100 8111118111111W. J� ;_5a#1N.LENGrH - 6.FW SHALL BE COMPXTED BE EARTH AWN EX"Effr � . ' ' ' I faffim" \_ eam SYAW HE � - ii. Retain a copy of the project's Notice of Intent (NOD; a brief description of & 110M - MWR TO WAU TW M VEIMMINEW MU BE aW0 M TALL. EARTH ff"ED AND NOT NEEDED FOR =$TWO SHAU BE PLACED SO ==; ='ON Tav= AS W WITH THE FVM7rW1ffiG OF THE SWALE I. na a4u�s w stm wm as rw& mra mm am m 9ma Tff Aw. � the project, posted in a prominent place for public viewing; and a copy of MW $UWX MW IVff0 $WL BE AWW M AN OF011110 SMW = I &VX I TO INTERFERE -_ _T!j4 2. WhM SAY AND SPAX MW.ESTAWSH ME LNE OF SW 2 M 0 M7 � / o the project's Storm Water Pollution Pre ention Plan (SWPPP) at the v PLAN 8.1EPECTION AND MAINTENANCE MUST BE PRWIMD AFTEI? EACH RAN EVENT AM nm W KIM. / construction site from the date of initiation of construction activities to the PLAN L#S_rMff/X O(ITLET AS RFOUWD 1STAMUZATKIN SHALL. BE AS PER THE CHAIRF BELOW. � 3. NXW MES N PM BY MW WAW a? rX ZSMS MOM THE W& \ date of the Notice of Termination (NOT) submission. I BALES SHALL BE PLACED IN A ROW WITH END$ T0ffLY AWTING THE SEE [TEN 8 98 IMCrAl I ATAMH UnrCO 4. WMEMEff W/Gfta PW AMW IWE 8W -SEE DMAL . . STABILIZED CONSTRUCTION ENTRANCE AND VEHICLE WASHING AREA A-10 WHICH IS TRIBUTARY TO THE BLIND , " I _---�, BROOK. THIS DRAINAGE MAY NOT BE I 1­, DIRECTED TC,,,THE DETENTION PONDS I , '�� 11 LOCATED ADJACENT TO KING STREE I . � ,I I 1) N 5,911 .' 91 1,*- i ' --- ' ' I E 3,E7 I I - 1 � , I RARY _� � I I I DIVERSION SWALE TO C < ?iio �� E I . � I z � PE RMANENrl RSWALIE ------------ � i I 1� I I— I I � i 11 , k I TOP!� I� , , E I I " � , � 1� �� ARE kil %'W"1128211E - I "I ,�412� 0 i J,�4,i 0 � ROW DROF T SfLXITTIT ENCE , . 7, i I I I i � � �, - - I � I " ,1 � - ! i I � � , � 13, "I BALED INLET � � " �, I ­ , F I � � I � ; 4 FILTERS (TYP.) � � � �J 11 - t 'a : ,,wcd ki � 11 GAS SERVICE------ � ; 114 1 1 1 1 1� � I - - 0 /�, 11 P ---__ '(i� K�KA " , �% '�­i. 6" TAPPING SLEEVE AND VALVE X'_______,'_ � .. ? - I , I I _r , -, � 1U' TAPPING SLEEVE AND VALVE- -___� I � - I "'! 1� , I - ,,Z, 1 1 1 -- 11 t __-RVICE ------T ..... . � TEL & CATV SE �, I I � && ' (/) �.J,, � 1/=-�343.'Aj , , I �­ !� 2 DUMH __ - 11�Cl � � , RN 348A5 - _�Q �, " I INV. Z �_3 1 6,9 1, " 5:z �c ��,� � - 14, ___P__7 / __��_ _� � t � -1 � S . � �I ___ t f , i ELEC/G IASI I . T i i 7 � I 5 EL/CATV IN i : H -'Zz � i . � (TY P.1 I � 114 t I - Q, I . � t) i ; � I z I I I � , ; t I � i, I � I ;; I , � I I 4 � , I , � I ��, 1 : , I p 1 1 p 'I � i I I I I I , ! , ,� 1 I � ,� i ; : , , � � Jag. 4 F,)�� , � ; I 11 i WdO P2 t - 1 230 LF —,. ') f R� -44,90 )---- X '4 1 .,� co I , ­-__1 -- i , JJ9. 2 15" RCP C I/ � � k%,-, ___ � i - --- lb I � 345,27 - I �, — �_ t -C� t I, I_Z, � � :�,� � I - 3 ) � '4� , �, , K�x I � I \ , � E:: �, i t � , 1�� , � \1 , - �� , � , 1) ,� "I "I I � � ) �t I'l �, - V� I t,j � - � 11 t `3 1 � zk \ I I b- � I TRUCK J35' 7 ��` �"�" � � " � CIRCULATION ��', �1\ � lz� I " ROUTE 11 -, I'l �� I � '� � � � I, I P �� I t �� 3,32,55 M\. �,3,�,, � � ,�__ A-/ DMH - RIM 340,10 INV. 11 LF I Cc, 1,48/ 12" RCP NEW INV. - 1b Q (-� -, U) Bell A 0or, zllc Ease"77e'nt \ POST - - FILTER FAW — FLOW , 84CKFia �- NffffE SOIL TOE -IN METHOD % EZAVAIIIE A 4 NW - 4 W IRM &M RE FRWOND YOU AXISM. Z =X A WMW AT A TK M FOXIM TW MM MV 11E SAW SOMM48 WILL OF YK TFOU OET WE AWAY FNM MEM OF RM 2 NM FWM TIE 7WO OMM 4. LAY Tit IM-01 RJP OF rAW ORM IM MTOW 9MM OF IM TKNCK 8MU TIE TF00 n TAW 71E SOL & AM 91CM /a "" am . & Oxman MA am WM om BE MW TO !ME ON KY.& am STORM PIPE,RISER & WAILK DOWNSIREAM OF ------- - I TRASH RACK I I TEMPORARY SEDIMENT BASIN I I I — I 0 ___� 00- M --*0WMMMN0"M*---MW- M --*Nm� � M mmwwmw� am- M �__Mff_­*N*--� NW- M --ammmummommum-.00- M _-_ARWX� M M � ow- M — W on- M M __10� W � � . . I M M � M M wmwm� UCTION . . I . ENTRANCE (GRAVEL APRON) WITH FLAGMAN (AS REOUIRED) I I . . I iii. Install in accordance with the drawings or New York: Guidelines for Urban I / Erosion & Sediment Control, Third Printing, 1991 (N.Y. Guidelines) or the / \ Erosion and Sediment Control Best Monaqement Practices Manual Series, I � - / � Westchester County, NY, 1991 (W.C. Guidelines), whichever is stricter. I I iv. Grade and maintain site at all times such that all storm water runoff from \ disturbed areas is diverted to soil erosion and sedimentation control facilities. / \ v. No changes to the Soil Erosion and Sedimentation Control Plan shall be made INLET PROTECTION 1 4 1 k without approval of the Owner's Representative. � I STRAWBALE 2 1 1 - / I a acres of soil, not protected by erosion and sedimentation I � 4,816 sq. ft � Q I control measures, can be disturbed at any time. - 1�, - I ' �, K, (��* \ '772.93 � / . '___1 1. , \ � vii. The Contractor shall comply with applicable Federal, State, and local regulations � � \ S, .. 013 -1 - /`1_11 TEMPORARY SWALE 3 � � J9, , 204 . I I , \ ( I 1�1_1' ,� `%`1 I I � � - v, I I / � relating to the prevention and abatement of pollution. I 0 \ k "I-,' , C5 X370� ,�,',� " ----__ / I 4� � b. Product Data: Submit manufacturer's catalogue cuts, specifications and-* installation I 11 I � 1�1_ _74 � I I \ \ � --,-,b ,Z�,p ", / � I / " / \ * 11 * I- __� U \ , 2�, � �� t ,5,107 sq. ft. - d, , "I. i , I I I instructions for silt fences, filter fabrics, erosion control blankets, trash racks, anti � �, -,,-, t,t 76 ,� 15� ,> . I r ep collars, and sediment trap riser and barrel pipes. _� I I `�, �,t n��_ i ____1 �_\. / sei ��z � I \ Z ��.Y-�> _Z� I �, / Y, I � I \ - . , I 4�^ �, I � i I I - . � � � ._�� \ , . ft*%�Ilz�' \ - � -1 IV �_11 / / / / ----- �-, 1"'� .. \ 3. WORK SCHEDULE VPA_& 7000 1� �� ��> - \ - 1 ­4� 1_2� � a. General. Installand remove measures as noted In the Sequence of Eroson w _�w ___ A - - , -, ­�, - \ I -, / _-'<�q6,',>, Sediment Control Plan Implementation" outline provided on this drawing. The measures �_�_� r SAL - - LIEMPORARY 'V __��_ P"I p \ , � , 11 -, I, " . A . _1_ '_ �� / � ,\ SUH S190 (�FA , � 1�0 / 11) _­_ r / C,13 �,;�V_ shall be maintained until permanent protection of the contributing watershed is � , , r �Klvl/ RS40N SW) n i �\J IN, - , � - � I ____ I . �4� - 11 C,%V;;,� - - - _\ N_ ____111 1� - -__ � I - � 11 �., X, ,I ­ __ - � __ _ a-- I - - \r % R-3867 N f ('� ', , N N S,VH S 10 f__ - approved by the Owner's Representative. All storm drainage outlets will be �, / � - _�� __< , �'D I � I I :�,�� , � / 1 179 - -, �'J ,�6'�-��, 01 , / / / I '-,a 7 - , I �,Q, .00 / - 1 49 � ­ nl _ 7-, L_ _�'-�r '0--"_O��_ __ I " - 11 �, '_� - " - 6,518 Sq. ft- 1=380� 0 i� I � n R 39 1. 0 .� stabilized, as required, before the discharge points become operational. I-Lu __� ,_,__7_ �1' �v &�/ - " / , _ Ii J1, � _��_ _��6( ------,--- ­ , , I �)' G- 75 94 - 1 ( 4� 0 ,-8 A-Ijb I 1 - -_ ��_, ->0 I ' '_ Ci _ 11�� if� /- 71 t b. Inspections: Inspect measures at least once a week and within 24 hours of the end "';z�,�, �-_4 00 '4!.--, H, I _�� r, ___ I ___I - -,--- / , / / , F - - 7 - � , __:�� .... -) - - I - .- ­�,- \ , I ----�� , 11 0 1 - 4, _. "�,��-;"7__ __:��; -_ Easen. I� �.,387.Uu 1=3182 75 ------'@ - �� _:� �,_ I -11, ­ .- r _ _� ­­__ __1__:_Z - I /�' A - >___�_ Utility -1 f . 11 -5 inch or greater storm event. Stabilized areas�'willbe inspected monthly until - 1� �, 61 . I'll - I _'­­ __,�' - ___ �Wg� , , 1� 8 , 5 ,\�:,, - 0( � � - "? C) � -;O� -0 \--,-P(b 1, "k, I 1__L_ , 12,7 G­386,L,)�:) I - - - ___ - ,,:,-, ,-- \ of a 0. ­�, -�6�_�17,,, 1 � _­�<,_ _�V ya<,­ � , le- , Le 6,YO. G-975,31 -,09�48 ------- 1 the entire site is stabilized. I , _1 3- ", ,_ ___ 1- ,--,--,--, , .,,__,, � , ­ I , �_ . - t �- \ I � r - , 91, 5�-�� �*"t�. 1 7 _=�� ___ " ___ � ,Z. -- ,3-, _� -'__ ­ �/ CE? A 1,30 1=382.,30 1 � ,,�W- , - "_�' / , 70 Z/,:- C8 A- --Rc ---,,�­-- -ill ll- � I' El t, �, /� . )M � , ____ I , . ,�r,6 - - 1_�, �� 3A , 0 - ,��:�� / 3 Z / 5 -* _-, Ip c. Maintenance: Maintenance willbe completed within 7 calendar days of determining - W� - , -1. I ­", 11 � `11 lli�1_1_6 \ &,, , / - - k i-,382. OP � 1 0 4 - 90 III ---: �___ ,,, -�l ____ 6L � � � 'Alim :���, 'I- , __�_10 - __ I ,�:>,Q*02,,��,,�-,�, I �� ____ i I _______ ` - --75,, - ,1-44_14�_ " �111 55Z. 1_11\ I 1. , I - TC "'i - ." � _: 0, ���__� ,---- - / i __1�1_4ff?�_��' - its need. , ml_�t_,, ___ rr _" r A �,_ ­­1 I -1 - '1� , _,­7­­___I __1 V__ i � *_t�_�, ? 6 .� ...." - J _11�_ ___ - ,� � I \ i /_ - -I- 1-1, ___!!!rNL - .1 ��, 7'�� ­­_---Z.4� ­­ - XI�_ `�� _-Z" - '\ - - _�_ . '11�1 . " `-I, , I',,- - I , % 4___�v - --- -_ �,�� - 4. PRODUCTS AND EXECUTION 5 , I " __ _� I'll > __ 0 1 1-i !-j��_a --L"L 3,q�15.'�R 'I - 4 _t___Ii��_ , 11� �, ,g C &--I ;�_ -- -__� -I-- � \� - / - - -1 ___ 1-1 ----,,, � __1 `­_ -,// .09._-_ t�� t, - i< N I � ­U,�, - -1 - - - * �'I A - _,9"r, a. Sediment Traps: � ___ 1 -350 , - � _, I � ­���, �5\ af, , -rl�il �_� �t a t,,,, DIP 6j,-_3 r, 7-i x ON-Y t ��_ 11��­`­ - _0 ______� �- / - , - 11 � ,�,/ oz� " . � rrr - __ - -, 1� __,� , I ------- , - ,-- �;" � 11 -I',, In iy1___ �' -T- , ID -_ �� -� U -_ . I - I Z o �1� I - , ,,, __ , ��__z " " C), / /-? ) I �1. � , , - __ - _'*11,;,:,,, \ ____ ", 99 0 , - ,�_ -1 � ;W, , i. All pipe connections and anti -seep collar connections shall be watertight except for the 11 - ,,� ,_-, 5-, , I , - _� . - f � I S , \ __­, ge- . � `,-,� , . 1�, _rJ,___ , � 'I'D V Q) Zk 8" PM , -- �� / 4�� )"Q, 1-d fli�) Q-4 LE qc,p __----- � 1_��' riser top inlet opening. I , __ ;illlt 1� � I - I 10-- _Oi�-! 51 1-1--_ ___- - P � \ /�� - 0i �) 1K � W1 , I _>� T - � , . I 71�1 � ___ , I " ___�_� 11 / /� / ii __V� ��,,, � C / / - _-EVO ,� - " _> � t,z 99 � 17 6 , - - , $� -,= ,.,_, �_ �, ii Embankment materialshollbe taken from approved areas as directed by owners - ,.0 0 --,D \ I . .... , � q � _ r __ ) I it tl'-L� F -0 __`�_ tj�/ 11� I �� . , ,::.�V�T,- �_ � - ��_, �0_1�7, 'tr I_----- representative. It shall be clean mineral soil free of roots , woody vegetation, oversized stones, __Ql� 11 I d' I—- - k,5�1 FLk-,v .3 , I ,I _1 �-.-Tf ­11? -.1111, - 0___ I .L , 4 ��_� SY il) , Z .... [" r - '� - , �� - 'T _;�� `_3 1� _�f_ 348, GO " __ - __ - - , _� �� __ , 1 ' 1� AS 0�1', � ,,< �"r�, �, ,I, 4�36-C'7144 L / . , r' 373-00 I< � �,, ,� __� - I 11 (DOOR T \ ______ _<4 - `_-, __O_D_f��__6 " - ��y 'r , Q31- I I- _N �­ --T � \ _ C� __r) 1 ,8y, b rocks, or other objectionable material. Relatively pervious material such as sand or gravel - � _51cl 1 1 <_ ,'I I., LOWER LEVED _ _.- 0 \ ­ ­.­__ -, - � , - , - �� t� ��9� �, i" �,z - - - Q E_--,� __� , - ____� shall not be placed in the embankment. Areas on which fill is to be placed shall be - T ' 11 / 11 ­ , -f i__ Z__*__,___;__1�_ --�,Qc_!& "5 � 0 V" r ' � / f I&I I— :"&' "A __ 1--t- h 3 3 3 34 8, 0 , ; - z b��` 1 I NG \ 8167 --7�9 4 Te le_,:��__ �, - _____ - '­ , F r --- 7,�! ­'.... - -,, I - ,:��_ , . -� 1 �_,34,�, \ s i 358.67 ­_ zzz I- -, � 7 , -_ ,,, '' , I � E-!--- - 3- —_, TC ,565,2 scarified prior to placement of fill. The fill material shall contain uf f cient moisture so I. r 1, RELO-A 1 L - -­ 1- — R ,�;3 �/" - Tl�� - I -- 1­&�= E--�:'-',1_-,-ttr - � �' , i I ... I_i/ - -* - ,` -- -1 11 E ­_,� E—' - - � I � 1, 58.6 X-78 LF ., YD A-10b ..11k LL _61/ I 0, -r,_" `­_ , / V -I. �'. ,.,_I I I _ _ --- � k \ , _�,,, __.,-� �� - ­� i'(9 � CB 1,3__ \ that it can be formed by hand into a ball without crumbling. If water can be squeezed - 73-60 ,,f-�:�70-- 1. . I - 0 " p', L. " � 11, ­­� � - ,,, Ir,, .1 .. --i-- I I I I I I -1 '@ 1.57Y " 88 1 F � I I 1- -, 7 ,I,j,3 - ��< -�,, "', ,�, - -­��--, ---���_ ___��, I . 't 4�-=J&5.4,q ____ \ out of the ball the material is too wet for proper compaction and unacceptable for use 'RIM 356 , . , I - -, ,a C�18 '11, I __1 I ,- 'Z� � I ; 1'5" RCP 1� @ 1.57X "'YD A-10c __/ I -1 ----_ _�­',,_ 1, ­ - - � % - I t in the embankment. Fill material shall be placed in six inch to eight inch thick . 15 1�7 - , ­­_ , I_j8t, 14 1 -,,[V� 350.62 , 6 -Z)- �" � -­ _'. 11 �� 11 -A 1� -�� � ,�, 11 . - - />, , I ' !". -5 , , I -0 I I ­ ) 'r ��,'-`- " - --?--,, /_ W, N 1� I �, continuous layers over the entire length of the fill. Compaction shall be obtained by % 1 , - 7150 ' .. I 1� �111., RIM '3,5 i��_�� I 1� I N 5, Q**1 - � �_�1111U­ - __ -1, , I ,Z? I J �_7%�"MH_A,7 d�, " `� 1 096 � i LrI r\ \ 5" RCP 357.00 __�, I 'T_ �', -- , " \' I� I _1___1 _­`_ - � I I" ", \V�-W" .3 IQ 0 ' --TROUGH D�,4 " "I � 1,957--s , / 34 _-,,2�00 . "%- _-, ­,, ,JM --�'-'$ \ __ rout n nstruction equipment over the fill so that the entire surface BV, , t"- 10" FIRE SER97CE7,, ,1 - I . 'I - -_ ­­ 711 -- 35M60 ',,E _0irJ1A4-43?11, \_ / ___,� I 1�� - __ %, � Z=� "', " , �,_�� - I H - " __ a gh T, 7 , INV � 5" W7_ ,,� , I of e C later of the fillis traversed by at least one wheelor tread track of the F vrio 5 _� ", -M �66_,� 1 � , - , � ,-\ *11�, - _**<`�___ -1, _,-r � I", I'-," 1'�, I \ \1 \ � I �_ / I - \ -­__� __< . , , IN, 17 r- \ � ? i , \ -1 I, - - 1Z I \. I i�� - �67 � 0- ,-1 �___ -'�-< I— ,", ­_ ," I �_ '__1 11 `�� \ \ 1�. V___ I equ ment or by the use of a compactor. The embankment shollbe constructed to , , 0 t -I-- DO-,, T� -C'%,",' �RVICE , , \ \ I I an evotion ten percent higher than the design height to allow for settlement. , I . �, '11, ,; 01 ___ V -,,, _--__�-14� DIVE T CLEAN WAT . � " , ��, I, , , ,,, I � � I - � - � ,7-_---r- __ - I __ ,�, � I -_-_-:�""fe -� - " \ ", \ l4v � __�' * __ I., 11� ___ _D '-'W - ", 4 � � \ \ iii. Install sediment stit fence around the basin excavation site before excavation. Divert clean / ___ - - A,- '�, , Ell SIN SWT 4 -1 _ r , 1% UL- - ___ 1. � \ 1, r , surface water away from the construction area before excavation. Basin shollbe seeded and -M�41_f , a 347-50 - '\r ,- �_ () �_�_�, SECOND VEL) �r_l A, r 7 1 __ _� I � I - 35c, _­_< , - " 1, \ -V­1 V I . . X , '�3 4" 7 -,:)- _� ,� � .----- ,Z , 611 _�>2�_���� __ - � - I, \ \ �, ip I el - � 347.50 ,/- " 1, , 1, 1, 1"� 7 , k 111YD 1 368.8 - -1) -<- - -1 � �, , , � F J I , , - 11, I ,�,Oc, , , ,D_ 0� , , �. I N �rll . ,. \� I ( FROM ­ZZ - -----_ ­t� - I_ ­� ­­_ \ I", I - '56 stabilized before used as temporary sediment trap. Upon full Stabilization of the watershed area, � - , I - _V11. ___� . "I 1, N LEVEL) / -_ \ ," , " , ,� � I -) � � i jiztf I I I �, .� - 0)9.17 __ �� I \ _____ \ ;N , \ , � F, - � 7 t`l , F1 I- \ I , ,X N) 4 �_- I /I C-, �, \ r----,-- convert traps to water quality basins by removing sediment and planting with permanent � (�, - --/ � t, - � I -11 "1'//,/ V/- :�I'�- V I / "',358.67 ­__ __1 ­%- __ � \ " N", 11 - I , k 1\ k, �� � I 't, -) 1 4,845 sq� (,/� vegetation. Once basins are s abilized, remove downstream silt ence. I , ( '� ... �),_ I ,_ I, - - . I'll- �� \ I 1 11 I 3 L.r- � 34 0 ,� � -'r - I I , - , I � -, 4�,� /e �/ 4- 4� �ONS� �U& ­­��I_'.,--,,. ,�LA \ \ , I .. I 0 k��, sj�,� , 1�_/ , __ " '�_'� �z \ "I 1- " � , - " -,, , ", I - 34*­0 k� 3)L50 4 __�4 , ,_ -4- ----- \ ��M� � � t f / , *7,_,;,'��_11,, _� 48.00 ,�, /--. � P V� TA . ­­_� -_ I � ill, I \ \ J90. 0 FF 0,91,07 b. Inlet Protectiow The filter fabric shall be Mirafi 70OX or equal. - Ct / P, I ,( � I : � I I - , / I , '<�, r I "I'' I 1-1 �. /V " _ ____ I I I -11 ', It N I / , , / , "I Q�i , 1� - _____ I � , 31§ey," T� J8 4 0 35k! T5-0,? y)��?/ 347-50 348� 00 CRANE , - L 3- - -11 �__, c. Stabilized Construction Entrance: The filter fabric shall be Mirofi 60OX or equal. The I I., � f ,4 , I 0 vl�,/ Q) ,\ , .1 t, � " —, +--- �_ A n 347.5 - V 358-67 I'll _f _`­� I I \ Contractor shall keep the roadways Within the project clear of soil and debris and is , , 3 IMETER217 - - -- V-1 I _,, \ 47.50 NL4 �'53,4 8 00 — i"I's, , ,3,�,t�-A-% 0�,ME 40' _�_ 1� I ,� 9q. t. I . I - , � '0 .. , ,� \ 11 % I I . Q:\\ I � \ , \ ,,- I \ 348-00 1^1 I \ - I, " -, \� N", 11 I � 4# responsible for any street cleaning necessary during the course of the project. I I I . 1,J ,/Al , 1,\ � hall be of _�, /J e . Mo ; 358.67 ,, , ­� / I- I` 34 11 12" RCP (I �� % I "I �� t, 449 S 13- �6- -go .52 1 �4 Z_�., I ( li \ il � �,,_ / 11 / ,�'� / � (Jo \ \ , \ N , �,,�_ N �10 F-4c d. Silt Fence: Silt fence fabric shall be Mirofi 10OX or equal. Wood posts S - _� I r \ t� -,� I 4� 4 1, 11�c� e \ '\ \ 1'% - I a dwood, a minimum 36 inches long and two inches square. Metal I ,�, , ,I "I I , / - (-: t) \ , . \ ­ "-Y/-,-'E 3,849.15 __---j G=,384.8J , I , 1 7�50 ,,.,� t�A- \,., I \ "t I � ,,,, _� 36 osts shall be standard T and U section weighing not less than one ppund pe�r linear - I 1, - - � 347-50 , \ \ . � r /=3 4� 73 , P I K t� Rr �r \ I/ - 10 L�,_It2 . 1, �, i �, 1� � , I . -1/2 gage with a maximum six inch ; �) 11 . ELOCATE --,-�, -,- -- � I -,_ __ - ___, � I I I I," 7, �', ' 1\ \_1 - 11 I - I", ,�-_­ I \ \1 I ��� 11* ------ �_ --- � foot. Wire fence backing shollbe a minimum 14 1, 11'� _ "-- 71 LF \ YD A-2o 'I-- _­ ­­ ---" , _-, �, I __ - mesh g and securely attached to fence posts . Posts shallextend a minimum I'll \ _�\J I �c I I �J '_�, __k -1- \ 't, � k -7L-J-F_�;�_ - IF I (n 11 @ 1,57X \ RIM 346.75 1 `-, I— '\ " I \ 58.6 of 16 into the ground. I ' ' - �48- O� I "-, IW-a;,W�_2 38 ",�� = J 1, I I 1 i \ 15" RCP 11 \ I I." 347.50 �". " 1`_ 'I, \ � I c , il 5 0 ,_ 4 347.82 . \ I e. Modified Control Structure: All pipe connections and the barrel onnection to the I ".I,1 , � 11 INV. 34115 1 ,,.,, I � I , ,_ -,,, , N, I \ " I I 7,5 ' , 3 1.82 <', 1, I'- I ,-, � / I- \ __ 4 , 3 "75 1, - . '1­11 �� ",-, ., t-- -7 11 , 6 L4 �,5O 1 I'll, \ . \­ I control structure shall be watertight, � I ;�11_11' '*7 Y�-,` 11, YD F-4t P, - ,�;_,, 10171 , ,� ,,-- 11.� �� "I., � \ \ \ \ \ ,,- f. Temporary Stabilization: 11 /�,�" k \ X _7� , ,��/��, -,, . I'll 1, ­ 1- �- - I \ 1,I " \ \ - G= 36,9� 5 I 1 '__� _," I'll ,,3 , 48-00 1� 1"� 11, I \ \ I I I I=J65. 10 i. Establishment of Temporary Grass Cover: Prepare seed bed, scarify if V) %"o 11 1'� , " , . I " -\, � I I I t� \ I -, - �\ - '_ � 11­ -.-- --.-., __ ,/ - , ' ' I_ \ \ 348:4, ,,, I 11 . 1-364,96 compacted, remove debris and obstacles such as rocks and stumps, and seed ; I � 1�, __� , \ ', N (DOOR`TO , ?� 72 within 24 hours. Amend soil, lime soil to pH of 6.0 and ertilize at a rate of 14 I � §48� \ . � . f � + 'I . . . '. 1, _7 �1 6 � t I -, \ "I". , \ I \ -81 IL T FENCE (TYP.) lbs. per 1,000 sqyc�re feet with a 5-10-10 or equivalent fertilizer. Work V) " -_ ­__ 0 347.5 11 \ - ' I �� ." ' � "N ;F -"'- 7 ' e"V �'­ MH E-4 -I \1 '� \ I ,-,o,G ___- \ I . I � , �/� , \ \ 1 4 , 71" ,,--`W­��, - ` - �, IN. __11:21��11- ,�� -1 -1 1, ,Z� 3', 1 , X �,3��., 7/ �21 - , ,� . X �_ \ `� , -I \ , , __ Z� 0 2 � ,_ amendments a minimum of 4 inches into soil. If seeding in October/November I I I 1 Y7 1 _� r �, `I_ IN 348.0 / 41 - UMH F-A \ \ \ \ � . I I I �� __ ­', , 1� 1746� ��/<z) 1-1. I Q, 34& 00 I , I 1-1, I I Y _f, __-_2b � - ified Aroostook winter rye 0 100 lbs. per acre, otherwise I � - �� C, I- \r 503 "I, "� , \ _� 36 . ,�, 1�\ I . /'_ - ,� I ,"; ,i ,v, 161 ­` 1� , f N'34-2.5 - -'V' r. I�F/ -11, 1, \ 347.50 \ � INV� 358.67 - \ X, \ Gl�- &4 1��_ ross (annual or perennial) a 30 lbs. per acre. ,, ,,r ^1) __ K, I? - -A 1 `--� I __ ;1 -1--, � ltllm�� Z39.21 '__1 C , 1-1 ' I;C/ - ­­ -3-47.50 1 -4--v ---,, N, \ � RIM 3 ' - _R ii. Mulch: Small qroin straw mulch or Type 1 erosion control blankets as specified I- - " � X - ;��' INV, / _­ � , \ \ 1 519. :51 � " \ 'I- 76 I k -l"', � -,, '��.* __ .- -, \ "' REMOVE PIPING ! I - 59, J � on drawing trow mulch shall be applied at a rote of two tons (100 to ,� 'F4�16 ,3 � \ ) � 67 ROOF'DRAIN LEADER \ - \ \"� / �� ,,,� Ir rr A -5.1. S , I , .- -, // __ - , SP \ , \1 _,� - j 'Or / I- , __ t ,� "." � 1- 120 bales) per acre. Erosion controlblonkets shollbe BonTerro S2 installed as _�, ,_?_� I ,_IF i: I / _�, "I ,� -1 RANE , /,", ­-e ­ 11 11 . ,:�, �� - I I I - . . r __�, , 347,50 . , �/ � /�� � 1, 3 ,_ __ I ,� .3 .5 � .... - 1 �_ ... - 1� ­> , `91 4r .r5 �, . "I, `,�, .1 � r . I recommended by manufacturer. 0 . N C�l I � 3 7 0 43 LF � 5 31 . 5 0 N �4�1 1 \ 14 LOCATIO DRY MA U �i��, � �:�,z�� I I/ , , ­1.1. - t '/ iii. Treat all disturbed areas within 500 feet of an inhabited dwelling as necessary to .,." V, - "' Z____� \ ", ­­ ,O I -N L481 ' _1% 1� F, 37-97 "I ,347. 50 1�. i ii r�ur -11, // I - I 8S T% provide dust control. Conform to all local and state regulations governing these I , � 34 ,,T1 _1�1 I 11 1'� ,:364 5 a � I 1-11 �_�_ ----, , > - , -�- t,C E-4 RCP / 11, � \ ___ __ / , �A\ N%��., 1�1 `­,_::j�� _�­� �,­,�, qcm ­��. _-, Q) � a activities. - I r,� , � "�> �, 13 " , , 20 1 �x / M / 12" _ I'-,' . i �.�.l I _,N \ _>.,� .1 __41 1 - - - ---__ " __ 1 ­4----, 1 . - `-, - X,J�T,��', 61Y' 1\ I 00 I ,�., I .�, I I T RARY iv. Install Temporary Stabilization within 24 hours of ter the end of construction I \1 I , 0 I 0 1 1-11, _;z � 348. , I I FF J72� 5 1, I � I , , 1� / 11 . 1'� �, - , I t 347,50 11-1 (�4 \ 3s" T i6jl � I - I . resume within 21 days. ___::i� � \ ��) 40 LF 101�4�1�0-, ROOF DRAIN LEAk�, ____4 \ AND P'PESr 9. � \ \ I / 1�� cn, _ 43 LF '14, , E WALLS activities in an area unless there is snow cover or construction activities will I I . � J I' I 0 S. 0 Ql) � i I "I 7 ' 347, RCP I __ A�� I 'IT - _,/ Cl � . __ r '' Construction Vehicles: Wash down allconstruction vehicles and cover with f�:--, .% - , 1 347. 71 P -1 U I/ / '--,) 1�1 -V \ _ ' %-�. _� I _� �, �7 �,� i / r: ­��_� � ,,�. � 1. I � �' �' r �, 1-1 /_ �NG I - X_ _�, � "./ _,_. M _____1 $;%% - ,Z)* __ . dq \ ^ )71 sq.i essary to prevent vehicle transport of sediment off site. Direct . I I C i * * ­ 1 � __ tl,� _Z� I wastewater from wash down operations to a sediment trap. (See Detail) 1"..'' .1 ­1 .. _1­1. 1-% ___�<��,, -.?- ,_ - N - , "I ­ / - � -, -�,Z� -5 z r I 1_1 � 1_ , ­, _7 -� " / 0 ZA__1 I , !, _. / ,;��,, "� \4 - TEMPORARY P \ i- "Irl, - --_ C�,,�4 1; - _:�, - I Nj I- I I 1\ 1*51 I 1 :: �.,,� __­_ - __ I \ i _.,r�,r ­ - " -, / -_ i I ( lw\"k. _��;E 4 , _._� (6 STABILI�& - Wk. F GR . I �', 1 _`I1 - I - -7 ,,�; 63 1 1 - C� 7%. I I � \-W ak�_ , '.. I � ­-, " I ic__ I I � ­ ,C CONSTRUCTION STAGING NOTES � I - 'Ek 4.,P-4' -_ g Y-3WI'�, � -- �,_ I \ \ . �, 0 on,\ 0 - -W, #* .:!--��P ,,.­�,: . 1<1 -,!��ta ATE �__, � / ,'\ r, I 1, : P.; -IN I _J '6�" - � FRXME AN� GR ­ . I "W - _� I --;,�: jr% .. 1� jr � REPIACE I __ ­ \ tj�F�11_t__, I II ­V \ r� �� - ''. ��', WITH MH FRAVI,� ANID 1- 1. T c � L-) , % 1 . The applicant shall adhere to the construction mobilization narrative provided to the ` "I , , I - - . _1W ___ � . __ 4i.�14 UC-''* , � I , 7�� � I 1.2, f 1// - / ,[�(, � r ., J _ ­1_7%0� . --I- 'lip !% If � ­ , _V,,��­, /611 347,50 G \1 Village of Rye Brook Board of Trustees dated October 31, 2000. C r � 11 , _ �_ - -REM6\�E PIPING R ,_ Q '----- 6 � - 2. On written notice to the applicant, the applicant shall promptly provide 0 bond in the � ,.� I' ,/ 1�� ., � � 7%�/ - , / , - _, ", �" 1, I -11 Ir... , N .. ­� -, __ U� nt determined by the Village Engineer, subject to the acceptance by the Board . " - I ,V _�,19' / . 'k � " � 11 .W :,: ',:,!rJ:. J­­� ,� 9' ' " ' EMOVE PIF 0 -, k / , __ - ,�. r , - - � . I - -, - 9 I, �, ,� ,,� ,,,F, . , , -, amou t __ ,�;,rr. . , - - 1. -1, I , Ke. � , 11, � " I . ­- - r, � ,.,. -I , r �:­:, ­ rA _71t!�tl _J 4f`o'. .� ,�_;11 -1 -11, - I 54L-V - / - - @_ - to correct any construction -related damage to streets and roads and I , -� /lr,-,;, 7 ;� ,jr, , \ ., �1' \ 1. ,�� - -_ , ,-�I, ,3 _0 --"- 11 - _� of Trustees ..�_�.tr_­_­ - ." / ;�� \ - - �� :, � '. 7, , �,:��" 1� - -s- 14,6 r \ r I '� � 'Z�_ , ., � -1 ,--, 350-00 � - 2rp\- ,;o_ . i __ - I 0 \ I r -.: . 1, " �;::: � ,�%. I _,�� ­�, r' r I 4 - �_ " - 4 ­ - . - � - -� - __`__ 00_�: 010__*��' - 11 )��y V � iC4 :� '' I related infrastructure which m9y be dedicated and accepted by the Village. _,_,,:�­ ,_ . --_ I /I I 18,1 " _:� � ­'-', -----�:�, (,-�� / _� \ P r" ­:,�,,.,,­� ' . , F- :11 3. The applicant shallprimonly utilize King Street for construction vehicle access to the '' 1 � ­­r,­' I- / - .1 --- - I � "I " _.: I I ',__._.1 11 6 � `r..�,,rr , .r r 1 � rrrr, � - __< G�J48 ___ , satisfaction of the Village Engineer. Such access shollbe configured and maintained in ' ­ 1- -----r- , - ,­ Pq I \ \ \ ,,, r _�:� ­:k� rr ,�:r� 00 1�? I � � - - � I .1000 1� 1?=J41,5 .�r � r ,"­ � ��,:� � r:� . , 1141 / - � ___--- QV 1_. �A 0 - �1 : r r�r ,,,,..,r, ,.r,:,I: r. ­,,­ ____ __ 11 �, . a manner to prevent any staging of vehicles on King Street and to minimize traffic \ "*_� 1� �� _* � ,� , - - I --_I �___ - ZI / I---- ,�, � - - - i�r ' 11 - ___�_ 5 disruption. , ;� �,,: � ��r �'': r � ­11 - ,,, E ,",.�." '' _­_­ _ _, ­ ­P­A�­�, _ __ _ .".44 ­r I , -�, (TYP.)- >_ . - '__ Q17R>_ 4 - - I k17 ,,, I -, '7 , � 00 �� . a 6 �, c,><::) .X-%,,, , , . � _� 11 - , -'r. " -1 I � , ,r r,,,,. - I ___;,�_ ">�," i��111 �' w � 0 0, I- �1� � ill 1� - . I "tjtili �H\.f 2 a. Applicant shallprovide a "flog person" to control construction vehicle traffic throughout ,!� '' - ''k �3�, ____ I - the entire construction process and not merely dur�ng peak hours, to the satisfaction of -7 -,s;�_ � I " , - r� - __ 4.V[.Z, 1, __ _. ­ . �7'!, -700 * 1*�_ - I, F-ge 13, S -, .�,' ',..,., r r' ,� IP . :_1 1% __( , 5 - __��___ A* _tT&,a29- 1 0 I I . __ I 1� . N __i: i 17 1. . � _11> _17 - -,-p ­�i� I , / -%. iELOC I , � IN - / �, 1�. �� - I - __ - I ___5 -, ,;,-j \ ­C,7, /-��015,V2.29 the Village Engineer and Police Chief. The Police Chiet may require the applicant to " �_ - - , �.. , ­­­ .1 ­,.�. ;�-__, ,��,� 11"7u P- 'I- - -7, . - - - - �, �,:��".I �, � _%_�_ 6- ,_ ) , --to, 411­­.'­�.;,.�__ 11 I 1 '1777, <::� utilize a police officer, at applicant's expense, if the Police Chief deems it warranted. ,_ , � ", , i �,:- , _�3 1.,9,:,:, " I F/ �-:� '::,,­ ­.� _� , _F _,.� 01 � ': � *% ��1'i� /,. I I , , 5,/6( .­".. I.._ �,� 11, � , _: �A v_, 1, � -.1- G, � \ b . The King Street driveway shall be tempor�rily widened to provide approximately a , A - :9 1 , � , ... "...'.1., .. I _: �, i -,,,.,, ­� _ � ,. "'-,,, -;-'1,­:,1 , ­t� S I o.� lr��. � - � � I � , 1. I - � . , I : �,� . . .. \ Or 7,,'_� . , , ,�, , f 'O S ffi� r \ 7, - , �..:� �.,-,�: �: ":: I J,/ I - .,�', � Z 7 __ - - :, , _ 7�� Al",", I ,:!-� .�..I, . , .Y'-- '­ , - - " , ­ I , 111�1, t ',� � ',*,.' � 77S'..- - , ,< � -KV-- -13 'I U - .�� � �..:: � , , �;: ,� �, r �'\,�45,,P­ 5 \ 26-30 foot wide pavement to permit - 4;�,�, --.�,. , _ , � � �: :,��,!�� � 0 ,-ill I , �r <,.%14.� � I ­_, .:i �!,.:,.., , 1P - - �,�:'­, ':.:_ r. , � .. tw _way operation during the construction period. . . , _.!i;�. - _­ � , I ''. I .. " I � 1. I -, r, ­1 . _ .11-1.1 �.­..._ � ­­ I , , �_'�,,: ­1 - 11­­ " 1_� , �:�� ":�11`�� � _..11_,:, , '..!.�­:_..'__', __ � .. ..... _____S V-� �, I ,.:���.'':���������.��������;.'':,� :_�- , c. The intersectio f the driveway and Kind Street shollbe continually maintained to I -, �:, , :::_._, : � �:.� , .N,.!;;6 �� __', �65 1 I,, . "I . , �.: ­ ', % \ 0 -1 -% lf`� , . � ' , - .;,;�., , � ­­ � � � -9-.,� . _.� I � � � " _ " � �". a, _`-, I. ... 1. , :'. ­'. 35 1 assure that it remains clear of construction debris, soil, and other materials. ,32 ,��_ "­ _.: .. �__ �!,,��_.,_ . ''4% __ :..,: ��.(,!k .� .,�.,�... �__ �, I I . __ _.'':�, , ��"..�, * , I �: �, �,,��, �, � - , .:. " 1�� �..., ..... , . o ".,­ : - 11- I king on -site for construction worker vehicles as � .. , �".- ) 1'e,2,7.��Ii_:t'­ ,�-, � '� , __ - I �, . �� '' � , , I i , ': 1:2� _,_.. . \ � 4 .1 ... � �, .-, ­ , 'N­ , _:' , ��.� �:�_,�� 'I-, ___1 1____�' , : � �. 1�,:::. - I X_ �:,��',. " .,�� � �- d. Applicant shall provide adequate par 1, . I I", . , , ,, Z. ,,I,, - - .1 __�_ . ­ 1. I. I I I __�, � �, * N % .. 1. I I.-..- .Q �5O 0 'I- 357.00 ". ging areas for the temporary storage of delivery vehicles totally within the site. ,, 11 , - , e4 � I ­: �i _7 �� � _�,�, f i I ­Tts� %. . 11 �_.` � I _"��__ i -,/_,'w- - . A � � ,.:, . I , , ''.., , ,:: 1. ,�: �.w ���,:,, to , , _ , , . I :�"'.�� .1-1 ___ - -I,.:, "___:­ � �_, ',-*S , .:� - �: , _ ,__ P ­%% - \ - .., - t''.., iwpp �b�� . " �. ,��_"',..\ -� oo-% I � 1_1 I . S '' ''. I , i ".. '�r . ,,� �� __ � "It-J, � I .��_:_. - , """," �" ��o ", . 4. Applica I I - OT Z`�, w,� '' �', - I , _1 - �.. 1. '� , . nt shall provide a plan satisfactory to ,the Village Engineer to control con truction I I �­ 'M - � _ ��,.! �", :_ � 11 �� � ,: ', � �_ , � , � I .'r �;Ifvli --- � ,n-rr$. - .*Aw.t."�.."', � . : I , . . ,� . ___ 11 . , � 11, ...- , :: / ­__ � U:: � \-, 74 . 11 ;; . :�,,�._,; , - I .:::" noise impacts on adjacent properties. 11 A: [ �E ­c+1:7., : '' . �� � �:.,�::. �. , . i�� .'. �.,�, \ I I - ''.1, � - -­L ­ - 2: - �.. 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J '_11 .. 1 41��7_ ,I : ;!! 1� 1; 11 I I f ' 77- - -- - _: 71 � U __ - __ - , - __ 1� . � ,9 , $� i `z , U ��_,���� --- 1, ' -- - - ­1 1, - --- - -4-1 _.___ I ) � , ! --- ­. � "' -11 _­ ___ _ --- - I � .2 I " -, - ___ - ­ __)0u_n - - j I—- 11 __ � I I, -­ _ __ _ _1_1 - ___ __ - __ , "Y' , � r, �4 - __ �' � , _ � ___V_ I � 11 � � r , - ' � 11 �U) I __Vtme Q_ :3X*7!_e+.t,' � J '-,, , I 11 - _:,______,_, ,-YT-P -,14(.p_ .— _r , I C I '­ I - _ -­ _�� I P_ I �", , __,,� ___ I - - - " __ pz�z--QJ­ _-, "--Tlyv 1>q,�111___ ____ - " ­_ _ __ .--- _ _,�Xk - __ _ ___ ___ ___ - - " I I- '_1 - . � ­, ­­ ____ 1W .. .. ...... . .. .. :!� op��w -Lmvt - F -4 Z' . - ­- 1 -�43.- '_-:� - - - `, -- I I_ ­ -1 -- t -1 , -,111 N . - .. .... 7, ___ __ ___ - ` __ _7�__ ___ . � f . - 0� ' ** 46 - ___ - --- -, --, "'I ­11 __ -, __ _ 0",�o5 _�_ ��, -�, ;�_ ___ __ - ____, I STRAWSALES OR SILTIFENCE I __ - .. -, __ __ .�_ __ __ -, \--' ­­ ,�",�,,, - __ .--.%..-- __ __ __ __ 1� - ­'� � I ZI) ' I ' '� , ' K ­_­ __ _,_,:7 ___ -] _­_ ,-,- - ___ __ ___ - �:�,, - ...... ,--- -,. ___ ­ _ _ __ " ­ , - 0 , - _-, , __ - ___ ` -, 94 /\, I C, -, 1� ..... � I I N __1 I �� " - " - " ("k __ - ��'. _ i WT 4 _\�111 � " ,P9 , ,�_ _ . .__ ?7 -- . I I I X_3'4�5- _- onc� Tel. "" I �� � - I W04-- 111CRATOR -PAD- _ � --- fl:�Ifr,,_ : ' BW,,, , �� ": - ,� ft Pod, OUrLET . HE ,,,. , 1� / I I __""_1m*"____ - ­0 ­ ­ _Jr _ _ - _,­ , --- ­, ­'. I 11 00 ft-'� '1171 I - - ( I __ ,\__:�, �__ !" ­ - - ___ -..-- - -___ _ - I � 00.-�*p 1-01 ­_ ____, � 'W ft I - -, -, __�_,� , ­__ I � 1, � - _­ 1-1-1 " - " , 14- - ­­5 , ­ __ - ­ , IN 1 --�,� � ,� �� 2 ,ft Z,1_ ­111 ­__ � N-) FW­ 24 _�,, - ­4 — � - 11 _eQ'7� I . Z — __ "-,- ­_ --- ­_ --,^- -,--- __ --- _", " � __1 � P� "' _____ NLET � 5 �, I � 1� lw*i" ­_ __­ - - _-, __ , � �) ­ - \ 111�,�,',�� .8 �__� V1_.__W_�ft_' --- ­ __ __ - --- - 4- T- -­ -,--- I-- -�&, 1-2 II, 5 � INST&L&BLN NO L)�J I r" 11�i I � ­ , I r ___ 4_ , - -11, � � .1 X, IN �, __ - -, - __ __ - __ __1 "I - ­ " - - ­ :J _**1 - - ___ __ __ _ ___ __ - r2c_�%=�­_ �, __ _:_=Z --.,- -I _- JD1_1x_. � ,�,� I I . . _ I - __ 1�1 TM� (T YP.) . ,�, I I --"V--E _.- mwaw�ft -- - - _7 - -, - - ��__� ­7 -_ 'N' --- - "' 1,1' ­_ - `\ I _____ � I 9 'AV 9664��w�. � _:_Z__ -­ _____ j 4 01-, � ,1, - -9 - - --- . ­ , -111111111111-1111111111 _111111111111 - ­w On 111111111111"'1111111110 "no,, - 1. AREA CHOSVI FOR STOCIRM OPERATIONS SHALL BE DRY AM STAKE P� I- __%7_z - - SA _W � ___ __1 __ 1 T2 .75 - ­<01-7 "I IV- ` � _____ gi�_- ­ __ T", 't-u"d ­ - , IIIIIIIJ - - -=-- ­17-- --­ ,,I' ' ' I _� _ __ -.-,- , ­-, -,- - _77_ _ , ,, I-- � I ul".. 1� - - - ' ­ - _­_ _' - , ­- �� -LL` 3-14, 1; i �,x ___ Z MAXUJM SLOPE OF STOCKPILE SHALL BE 1:2. N WEIR EL,-J274-3 - , ,-- __ �_____ _', . .. ap � I - .9 .,)4- - - - _­1 u6 _-15 " ORIFICE-,322,17 "I 1-322. 4-8 ,� � I 11 D N __ � ­AUJUST.-HE-A A[ _�e -1 57 " WEIR ,� I V . , - \i I � ___ _ I - I ; - - I— % — ; k , , -,- -,- -_�� -- 06--- ­ __ __ ­­ - -- ___ , � 4\ Agi I i ­­_ __ _ - ­ ___ - 1J �`�� - - � =E. , I- - ,.-' �, " 1�1, " a 1 4 __ -11 �. TEk=Y X,Y�, -7 6`4 -- & " COMPLETO OF SOIL STO"M. EXX PILE SHALL BE MUM ­_­ ,- __� n I _ , ' I -,- 1 39, -��:' ,�� -2-.-w-4- - .1 - ­� � I , " - __L U _ IT ­ ­­__ _ -11 " 1 , � � I �� � ��_ _.- -1 ­_ -1 ---I- --J2 X 17 - C , _1i _­ ��c I ��L ,,, �Y_z__ ­ - - � - -­,;��J__ I lz��_ 1, X - _'_ __­' - __­ .� - is_F§�Q'1101 __ _-, __ __ J26:70, - ___­_' I � f, POSTS _ " � _ ___r 'J I "I X 11, - -1,111 I— ___ __ -�'-,�-,f . ___ � I %, __1 _. ­7::::777� - - - 11" _W� ,, -1 ,333 1" %_ ---`�­ I I ': __� V7H UM SILT MCM OR SMAWALES, M STMILIZE01 AS f1OTED. - __ __ -.- Zjozlgi j J V_ I \'� \ \ 1,, _­ __ __ ___­ - _­ I , ]_ � . . - D _�LE � 4. TEMPORARILY STABILIZE AS N07M IN SPECIFICATIM ' '1�7_�_:,:�_ ___ -, - I i '\ I (11� "," - I - - ORAR Y L 6' CONSTRUCTION ­1 __ "', )< "" '\ IV I N �W - - - --- - , 1% '_ , � - ,,W-' - I — � 56 4 , I / I . � . I I � ' 1� '_1 1��'- __ __ -__ - _.". C - 11_�,_ PMME­T­ER­­F­ENCC ------ 4- —_ _____�_D 151, i $Ealav a - - uar ,L/-,� \ , G-_T5. a - I 1) 31 1 � I I, - - -,-- _%J - ­� - - _ I — ,`--zz--- ,_�_ -,- I --t­ I � - I 1 5 "-\ \ " , . - . I -::--- I / \ I- �.. - MA& _` '_� /1 ___� . X " , '9� "I — ____ . . ,�7, __ ___ ,Z7-- 1_­_�91q � TOP , 51k - __ � R! RS �( - 7 __ � �')j;: T - - 1-1-1 �8_D__-�-,D--[)_�- D—D_E)::::: - -- 1'� I \\, ',I __ - - WPM - __ - - __ __ --- ____ 11-1 . '� -, --- � 11.1, I I �LL , I" 4- ,--.. ­ I --- - 11: L­ ­: �==_�:::� ­ - - ,-- - - _1­ _ __ _ E5 P - _L - /� -11, 11 "" , I � I " I -__-,Z .D I Ir \ " , " _1­ 77 --- ... " -, - ___ - - , "N' "--I., . "", " . . . . . ­ � - , 35 ---. - / _", �. __-, -1 � I I I I 1, , _.: 77� 'I - , / I \ ,7�\ �_y ,_ - - ­1 , � I ­11, - �, \ , -,-- - 1-1 __ xia MP VIM ...... `­ -1 -I- ­-- ___ _- -- --I __ �, , � I t, ­ __ ­1 - ­­ _­__ - _ _._ _-,:, 7-- � _--Z--:____ �_:� __L_,Z - I., _�-- _-, -it \� -",-- '33 1 \ \ ­­`�_�� ­7 _",_7� � ,-- _ __ ", � - - I ­\,_ -- 80 el."'n � SECTAN A 1 _11,7�_,'� 1 1 \ v I ­__ _ip� -," '_�� -1 /­ , � , `�_ _ ___ __ __ - __ — ___ __ - __�91 1 __ __ __ __ __ ___ ,,-- -­_ __ __ _- -- --- __ -, / , - �J, -1 -111, '_ --- -.._, �. - * f�. -1- _ - --- - . __ _ ,t I �, - I - I- , - __��_ -5- ____1 ____ - ­ _ I'_ _­ 7r`Flz I __ __ __ __ - - __ __ -, - --, �iiiiiiiiiiiiiiiiiiiiiiiii �� . .",� I " C;;il�` � - - 1, I I -- __ '.J_5 "I --_�-_­ Z ­1 ­ __: _- I _____ � . -1 '_ __ ­ Of 1;__�� ,_:21_:?� o '�/ __ - - 1> 6 I- WG& __ J I " I, i -.-.- I---- �_ I ,_ � _ - J I ,�/ __ , � CWPffR k � __AQD ____ ___ __-__ � 1�` - SZ52:191 ­_ _,_­ ­ / - __I '11, 1 acsl�7 ) SOIL STOCKPILING C�1_ ---.-., - ­_.- . lliip . ­�e� ,­ - - ­=�z,­­_g­-_:,--- -- -- ---- -- - -- - ­ I— __ _ ,--- 1-1-1 __­ __ .__ - // ", 1 '1\1 ',��- W -­-, ,7, __ � _1� �� � ___ - - ___ - X-IJ __Z&__,;� . .— . 0 11 � - -_ - __ __" -_ I, 0 , �' 'm am 6�__ _,__� ­ - 7 �-- - \-"I_ P---- ,J_�, /�� I 11 - � . _RE`MOVE 12"- E` ___ I , �� ------ X ­­ - -'. .,�, , * __ __- -__ ') X I , P - ­ -_ -_ ­­ -­ ­- ----,3X-92 , pip ,,,�� 325-88 326. ' I , - __ Z__ __ — __ c-_z ­ - __ — __ — ,�, - I - I 1,, _ ­ -- -- ,6,f-- - X_,� 7!, / - . I_ ­ ­ -, - _,&� - _ �, � 0 V & " D REPLACE WITH '\ 1, .-- I . ,_ ,­ "Ill I I- - - � ­­­­ - __ __ I" ___ '1­I,_, � "4111111, #4 ,a -, . I . I -1-11, � I I - --- 14 ________�____ ', , --- . 'R,� __ 11 _ __ � � -4, . � ��� _ ___ __ ___ � -­ ­­ ­ I W IN, 1��17S/0_ -_ -_ — — — — — — --- 10 OR0 @ 6,OOY. i­l,c a--$-, 11 � . Stone '­ I 1W\JW,_.Jft_l, ft W = M W = W M = IIIIIIIII = M 0 ,a SECTI(IN 8 _____�_� — , , — . � — . . __ C��"��� �� �<;;;I - __ __ ­­ ­ _ WG// I , SECT& A ___ / , , - , . I _/ , � � ­ - \ ft W W AN = = = = wil(Ali/in i1i = = = = = . . - 60 so so to � 41 1 ----- -,--- __ _�,_� I * — I - __ - --- - - __ , , — I . C;;Ic� � . .. I �� I . � � . ... � �. I 1. .1� . - .1.1 . . ,--4�- / Oq _L I I _____ "-/ ­�____ . — . , __ . , — � . I - I � , --waft.ow ma .m awam"w-wama . .. ---ftwwn. 'm .w I I , . 1__> I I ___ I SIL T ��NCE (TYP.) _ .. — � �_ - - __ � - __ . - __ , . __ . � — , � — � � --mumm =a =, --annow == 'm _/ ---_______�_ -/I- —_ _____ — . . — , � _ � � -_ . . -_ . I "w"-womm P TEMPORARY I I __ I I � � � . . — _ - � �Mpl rz�l JOINING SECTIONS OF FENCING 11 I FLEXIBLE PIPING __ � I SILT FENCE � 1 5 1 I � AWXVff WES. ?_ EACH W` SHALL BE EMBEDDED IN THE SM A MINIMUM OF ,P. . 1 3 BALES SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR f"AR ANGLED TWARD PREVOUSLY LAO BALE TO FM BALES TWETHE& � I , . I I ____ __ � . � FLW CHANNEL STA91=0 I I . . I iii. Install in accordance with the drawings or New York: Guidelines for Urban I / Erosion & Sediment Control, Third Printing, 1991 (N.Y. Guidelines) or the / \ Erosion and Sediment Control Best Monaqement Practices Manual Series, I � - / � Westchester County, NY, 1991 (W.C. Guidelines), whichever is stricter. I I iv. Grade and maintain site at all times such that all storm water runoff from \ disturbed areas is diverted to soil erosion and sedimentation control facilities. / \ v. No changes to the Soil Erosion and Sedimentation Control Plan shall be made INLET PROTECTION 1 4 1 k without approval of the Owner's Representative. � I STRAWBALE 2 1 1 - / I a acres of soil, not protected by erosion and sedimentation I � 4,816 sq. ft � Q I control measures, can be disturbed at any time. - 1�, - I ' �, K, (��* \ '772.93 � / . '___1 1. , \ � vii. The Contractor shall comply with applicable Federal, State, and local regulations � � \ S, .. 013 -1 - /`1_11 TEMPORARY SWALE 3 � � J9, , 204 . I I , \ ( I 1�1_1' ,� `%`1 I I � � - v, I I / � relating to the prevention and abatement of pollution. I 0 \ k "I-,' , C5 X370� ,�,',� " ----__ / I 4� � b. Product Data: Submit manufacturer's catalogue cuts, specifications and-* installation I 11 I � 1�1_ _74 � I I \ \ � --,-,b ,Z�,p ", / � I / " / \ * 11 * I- __� U \ , 2�, � �� t ,5,107 sq. ft. - d, , "I. i , I I I instructions for silt fences, filter fabrics, erosion control blankets, trash racks, anti � �, -,,-, t,t 76 ,� 15� ,> . I r ep collars, and sediment trap riser and barrel pipes. _� I I `�, �,t n��_ i ____1 �_\. / sei ��z � I \ Z ��.Y-�> _Z� I �, / Y, I � I \ - . , I 4�^ �, I � i I I - . � � � ._�� \ , . ft*%�Ilz�' \ - � -1 IV �_11 / / / / ----- �-, 1"'� .. \ 3. WORK SCHEDULE VPA_& 7000 1� �� ��> - \ - 1 ­4� 1_2� � a. General. Installand remove measures as noted In the Sequence of Eroson w _�w ___ A - - , -, ­�, - \ I -, / _-'<�q6,',>, Sediment Control Plan Implementation" outline provided on this drawing. The measures �_�_� r SAL - - LIEMPORARY 'V __��_ P"I p \ , � , 11 -, I, " . A . _1_ '_ �� / � ,\ SUH S190 (�FA , � 1�0 / 11) _­_ r / C,13 �,;�V_ shall be maintained until permanent protection of the contributing watershed is � , , r �Klvl/ RS40N SW) n i �\J IN, - , � - � I ____ I . �4� - 11 C,%V;;,� - - - _\ N_ ____111 1� - -__ � I - � 11 �., X, ,I ­ __ - � __ _ a-- I - - \r % R-3867 N f ('� ', , N N S,VH S 10 f__ - approved by the Owner's Representative. All storm drainage outlets will be �, / � - _�� __< , �'D I � I I :�,�� , � / 1 179 - -, �'J ,�6'�-��, 01 , / / / I '-,a 7 - , I �,Q, .00 / - 1 49 � ­ nl _ 7-, L_ _�'-�r '0--"_O��_ __ I " - 11 �, '_� - " - 6,518 Sq. ft- 1=380� 0 i� I � n R 39 1. 0 .� stabilized, as required, before the discharge points become operational. I-Lu __� ,_,__7_ �1' �v &�/ - " / , _ Ii J1, � _��_ _��6( ------,--- ­ , , I �)' G- 75 94 - 1 ( 4� 0 ,-8 A-Ijb I 1 - -_ ��_, ->0 I ' '_ Ci _ 11�� if� /- 71 t b. Inspections: Inspect measures at least once a week and within 24 hours of the end "';z�,�, �-_4 00 '4!.--, H, I _�� r, ___ I ___I - -,--- / , / / , F - - 7 - � , __:�� .... -) - - I - .- ­�,- \ , I ----�� , 11 0 1 - 4, _. "�,��-;"7__ __:��; -_ Easen. I� �.,387.Uu 1=3182 75 ------'@ - �� _:� �,_ I -11, ­ .- r _ _� ­­__ __1__:_Z - I /�' A - >___�_ Utility -1 f . 11 -5 inch or greater storm event. Stabilized areas�'willbe inspected monthly until - 1� �, 61 . I'll - I _'­­ __,�' - ___ �Wg� , , 1� 8 , 5 ,\�:,, - 0( � � - "? C) � -;O� -0 \--,-P(b 1, "k, I 1__L_ , 12,7 G­386,L,)�:) I - - - ___ - ,,:,-, ,-- \ of a 0. ­�, -�6�_�17,,, 1 � _­�<,_ _�V ya<,­ � , le- , Le 6,YO. G-975,31 -,09�48 ------- 1 the entire site is stabilized. I , _1 3- ", ,_ ___ 1- ,--,--,--, , .,,__,, � , ­ I , �_ . - t �- \ I � r - , 91, 5�-�� �*"t�. 1 7 _=�� ___ " ___ � ,Z. -- ,3-, _� -'__ ­ �/ CE? A 1,30 1=382.,30 1 � ,,�W- , - "_�' / , 70 Z/,:- C8 A- --Rc ---,,�­-- -ill ll- � I' El t, �, /� . )M � , ____ I , . ,�r,6 - - 1_�, �� 3A , 0 - ,��:�� / 3 Z / 5 -* _-, Ip c. Maintenance: Maintenance willbe completed within 7 calendar days of determining - W� - , -1. I ­", 11 � `11 lli�1_1_6 \ &,, , / - - k i-,382. OP � 1 0 4 - 90 III ---: �___ ,,, -�l ____ 6L � � � 'Alim :���, 'I- , __�_10 - __ I ,�:>,Q*02,,��,,�-,�, I �� ____ i I _______ ` - --75,, - ,1-44_14�_ " �111 55Z. 1_11\ I 1. , I - TC "'i - ." � _: 0, ���__� ,---- - / i __1�1_4ff?�_��' - its need. , ml_�t_,, ___ rr _" r A �,_ ­­1 I -1 - '1� , _,­7­­___I __1 V__ i � *_t�_�, ? 6 .� ...." - J _11�_ ___ - ,� � I \ i /_ - -I- 1-1, ___!!!rNL - .1 ��, 7'�� ­­_---Z.4� ­­ - XI�_ `�� _-Z" - '\ - - _�_ . '11�1 . " `-I, , I',,- - I , % 4___�v - --- -_ �,�� - 4. PRODUCTS AND EXECUTION 5 , I " __ _� I'll > __ 0 1 1-i !-j��_a --L"L 3,q�15.'�R 'I - 4 _t___Ii��_ , 11� �, ,g C &--I ;�_ -- -__� -I-- � \� - / - - -1 ___ 1-1 ----,,, � __1 `­_ -,// .09._-_ t�� t, - i< N I � ­U,�, - -1 - - - * �'I A - _,9"r, a. Sediment Traps: � ___ 1 -350 , - � _, I � ­���, �5\ af, , -rl�il �_� �t a t,,,, DIP 6j,-_3 r, 7-i x ON-Y t ��_ 11��­`­ - _0 ______� �- / - , - 11 � ,�,/ oz� " . � rrr - __ - -, 1� __,� , I ------- , - ,-- �;" � 11 -I',, In iy1___ �' -T- , ID -_ �� -� U -_ . I - I Z o �1� I - , ,,, __ , ��__z " " C), / /-? ) I �1. � , , - __ - _'*11,;,:,,, \ ____ ", 99 0 , - ,�_ -1 � ;W, , i. All pipe connections and anti -seep collar connections shall be watertight except for the 11 - ,,� ,_-, 5-, , I , - _� . - f � I S , \ __­, ge- . � `,-,� , . 1�, _rJ,___ , � 'I'D V Q) Zk 8" PM , -- �� / 4�� )"Q, 1-d fli�) Q-4 LE qc,p __----- � 1_��' riser top inlet opening. I , __ ;illlt 1� � I - I 10-- _Oi�-! 51 1-1--_ ___- - P � \ /�� - 0i �) 1K � W1 , I _>� T - � , . I 71�1 � ___ , I " ___�_� 11 / /� / ii __V� ��,,, � C / / - _-EVO ,� - " _> � t,z 99 � 17 6 , - - , $� -,= ,.,_, �_ �, ii Embankment materialshollbe taken from approved areas as directed by owners - ,.0 0 --,D \ I . .... , � q � _ r __ ) I it tl'-L� F -0 __`�_ tj�/ 11� I �� . , ,::.�V�T,- �_ � - ��_, �0_1�7, 'tr I_----- representative. It shall be clean mineral soil free of roots , woody vegetation, oversized stones, __Ql� 11 I d' I—- - k,5�1 FLk-,v .3 , I ,I _1 �-.-Tf ­11? -.1111, - 0___ I .L , 4 ��_� SY il) , Z .... [" r - '� - , �� - 'T _;�� `_3 1� _�f_ 348, GO " __ - __ - - , _� �� __ , 1 ' 1� AS 0�1', � ,,< �"r�, �, ,I, 4�36-C'7144 L / . , r' 373-00 I< � �,, ,� __� - I 11 (DOOR T \ ______ _<4 - `_-, __O_D_f��__6 " - ��y 'r , Q31- I I- _N �­ --T � \ _ C� __r) 1 ,8y, b rocks, or other objectionable material. Relatively pervious material such as sand or gravel - � _51cl 1 1 <_ ,'I I., LOWER LEVED _ _.- 0 \ ­ ­.­__ -, - � , - , - �� t� ��9� �, i" �,z - - - Q E_--,� __� , - ____� shall not be placed in the embankment. Areas on which fill is to be placed shall be - T ' 11 / 11 ­ , -f i__ Z__*__,___;__1�_ --�,Qc_!& "5 � 0 V" r ' � / f I&I I— :"&' "A __ 1--t- h 3 3 3 34 8, 0 , ; - z b��` 1 I NG \ 8167 --7�9 4 Te le_,:��__ �, - _____ - '­ , F r --- 7,�! ­'.... - -,, I - ,:��_ , . -� 1 �_,34,�, \ s i 358.67 ­_ zzz I- -, � 7 , -_ ,,, '' , I � E-!--- - 3- —_, TC ,565,2 scarified prior to placement of fill. The fill material shall contain uf f cient moisture so I. r 1, RELO-A 1 L - -­ 1- — R ,�;3 �/" - Tl�� - I -- 1­&�= E--�:'-',1_-,-ttr - � �' , i I ... I_i/ - -* - ,` -- -1 11 E ­_,� E—' - - � I � 1, 58.6 X-78 LF ., YD A-10b ..11k LL _61/ I 0, -r,_" `­_ , / V -I. �'. ,.,_I I I _ _ --- � k \ , _�,,, __.,-� �� - ­� i'(9 � CB 1,3__ \ that it can be formed by hand into a ball without crumbling. If water can be squeezed - 73-60 ,,f-�:�70-- 1. . I - 0 " p', L. " � 11, ­­� � - ,,, Ir,, .1 .. --i-- I I I I I I -1 '@ 1.57Y " 88 1 F � I I 1- -, 7 ,I,j,3 - ��< -�,, "', ,�, - -­��--, ---���_ ___��, I . 't 4�-=J&5.4,q ____ \ out of the ball the material is too wet for proper compaction and unacceptable for use 'RIM 356 , . , I - -, ,a C�18 '11, I __1 I ,- 'Z� � I ; 1'5" RCP 1� @ 1.57X "'YD A-10c __/ I -1 ----_ _�­',,_ 1, ­ - - � % - I t in the embankment. Fill material shall be placed in six inch to eight inch thick . 15 1�7 - , ­­_ , I_j8t, 14 1 -,,[V� 350.62 , 6 -Z)- �" � -­ _'. 11 �� 11 -A 1� -�� � ,�, 11 . - - />, , I ' !". -5 , , I -0 I I ­ ) 'r ��,'-`- " - --?--,, /_ W, N 1� I �, continuous layers over the entire length of the fill. Compaction shall be obtained by % 1 , - 7150 ' .. I 1� �111., RIM '3,5 i��_�� I 1� I N 5, Q**1 - � �_�1111U­ - __ -1, , I ,Z? I J �_7%�"MH_A,7 d�, " `� 1 096 � i LrI r\ \ 5" RCP 357.00 __�, I 'T_ �', -- , " \' I� I _1___1 _­`_ - � I I" ", \V�-W" .3 IQ 0 ' --TROUGH D�,4 " "I � 1,957--s , / 34 _-,,2�00 . "%- _-, ­,, ,JM --�'-'$ \ __ rout n nstruction equipment over the fill so that the entire surface BV, , t"- 10" FIRE SER97CE7,, ,1 - I . 'I - -_ ­­ 711 -- 35M60 ',,E _0irJ1A4-43?11, \_ / ___,� I 1�� - __ %, � Z=� "', " , �,_�� - I H - " __ a gh T, 7 , INV � 5" W7_ ,,� , I of e C later of the fillis traversed by at least one wheelor tread track of the F vrio 5 _� ", -M �66_,� 1 � , - , � ,-\ *11�, - _**<`�___ -1, _,-r � I", I'-," 1'�, I \ \1 \ � I �_ / I - \ -­__� __< . , , IN, 17 r- \ � ? i , \ -1 I, - - 1Z I \. I i�� - �67 � 0- ,-1 �___ -'�-< I— ,", ­_ ," I �_ '__1 11 `�� \ \ 1�. V___ I equ ment or by the use of a compactor. The embankment shollbe constructed to , , 0 t -I-- DO-,, T� -C'%,",' �RVICE , , \ \ I I an evotion ten percent higher than the design height to allow for settlement. , I . �, '11, ,; 01 ___ V -,,, _--__�-14� DIVE T CLEAN WAT . � " , ��, I, , , ,,, I � � I - � - � ,7-_---r- __ - I __ ,�, � I -_-_-:�""fe -� - " \ ", \ l4v � __�' * __ I., 11� ___ _D '-'W - ", 4 � � \ \ iii. Install sediment stit fence around the basin excavation site before excavation. Divert clean / ___ - - A,- '�, , Ell SIN SWT 4 -1 _ r , 1% UL- - ___ 1. � \ 1, r , surface water away from the construction area before excavation. Basin shollbe seeded and -M�41_f , a 347-50 - '\r ,- �_ () �_�_�, SECOND VEL) �r_l A, r 7 1 __ _� I � I - 35c, _­_< , - " 1, \ -V­1 V I . . X , '�3 4" 7 -,:)- _� ,� � .----- ,Z , 611 _�>2�_���� __ - � - I, \ \ �, ip I el - � 347.50 ,/- " 1, , 1, 1, 1"� 7 , k 111YD 1 368.8 - -1) -<- - -1 � �, , , � F J I , , - 11, I ,�,Oc, , , ,D_ 0� , , �. I N �rll . ,. \� I ( FROM ­ZZ - -----_ ­t� - I_ ­� ­­_ \ I", I - '56 stabilized before used as temporary sediment trap. Upon full Stabilization of the watershed area, � - , I - _V11. ___� . "I 1, N LEVEL) / -_ \ ," , " , ,� � I -) � � i jiztf I I I �, .� - 0)9.17 __ �� I \ _____ \ ;N , \ , � F, - � 7 t`l , F1 I- \ I , ,X N) 4 �_- I /I C-, �, \ r----,-- convert traps to water quality basins by removing sediment and planting with permanent � (�, - --/ � t, - � I -11 "1'//,/ V/- :�I'�- V I / "',358.67 ­__ __1 ­%- __ � \ " N", 11 - I , k 1\ k, �� � I 't, -) 1 4,845 sq� (,/� vegetation. Once basins are s abilized, remove downstream silt ence. I , ( '� ... �),_ I ,_ I, - - . I'll- �� \ I 1 11 I 3 L.r- � 34 0 ,� � -'r - I I , - , I � -, 4�,� /e �/ 4- 4� �ONS� �U& ­­��I_'.,--,,. ,�LA \ \ , I .. I 0 k��, sj�,� , 1�_/ , __ " '�_'� �z \ "I 1- " � , - " -,, , ", I - 34*­0 k� 3)L50 4 __�4 , ,_ -4- ----- \ ��M� � � t f / , *7,_,;,'��_11,, _� 48.00 ,�, /--. � P V� TA . ­­_� -_ I � ill, I \ \ J90. 0 FF 0,91,07 b. Inlet Protectiow The filter fabric shall be Mirafi 70OX or equal. - Ct / P, I ,( � I : � I I - , / I , '<�, r I "I'' I 1-1 �. /V " _ ____ I I I -11 ', It N I / , , / , "I Q�i , 1� - _____ I � , 31§ey," T� J8 4 0 35k! T5-0,? y)��?/ 347-50 348� 00 CRANE , - L 3- - -11 �__, c. Stabilized Construction Entrance: The filter fabric shall be Mirofi 60OX or equal. The I I., � f ,4 , I 0 vl�,/ Q) ,\ , .1 t, � " —, +--- �_ A n 347.5 - V 358-67 I'll _f _`­� I I \ Contractor shall keep the roadways Within the project clear of soil and debris and is , , 3 IMETER217 - - -- V-1 I _,, \ 47.50 NL4 �'53,4 8 00 — i"I's, , ,3,�,t�-A-% 0�,ME 40' _�_ 1� I ,� 9q. t. I . I - , � '0 .. , ,� \ 11 % I I . Q:\\ I � \ , \ ,,- I \ 348-00 1^1 I \ - I, " -, \� N", 11 I � 4# responsible for any street cleaning necessary during the course of the project. I I I . 1,J ,/Al , 1,\ � hall be of _�, /J e . Mo ; 358.67 ,, , ­� / I- I` 34 11 12" RCP (I �� % I "I �� t, 449 S 13- �6- -go .52 1 �4 Z_�., I ( li \ il � �,,_ / 11 / ,�'� / � (Jo \ \ , \ N , �,,�_ N �10 F-4c d. Silt Fence: Silt fence fabric shall be Mirofi 10OX or equal. Wood posts S - _� I r \ t� -,� I 4� 4 1, 11�c� e \ '\ \ 1'% - I a dwood, a minimum 36 inches long and two inches square. Metal I ,�, , ,I "I I , / - (-: t) \ , . \ ­ "-Y/-,-'E 3,849.15 __---j G=,384.8J , I , 1 7�50 ,,.,� t�A- \,., I \ "t I � ,,,, _� 36 osts shall be standard T and U section weighing not less than one ppund pe�r linear - I 1, - - � 347-50 , \ \ . � r /=3 4� 73 , P I K t� Rr �r \ I/ - 10 L�,_It2 . 1, �, i �, 1� � , I . -1/2 gage with a maximum six inch ; �) 11 . ELOCATE --,-�, -,- -- � I -,_ __ - ___, � I I I I," 7, �', ' 1\ \_1 - 11 I - I", ,�-_­ I \ \1 I ��� 11* ------ �_ --- � foot. Wire fence backing shollbe a minimum 14 1, 11'� _ "-- 71 LF \ YD A-2o 'I-- _­ ­­ ---" , _-, �, I __ - mesh g and securely attached to fence posts . Posts shallextend a minimum I'll \ _�\J I �c I I �J '_�, __k -1- \ 't, � k -7L-J-F_�;�_ - IF I (n 11 @ 1,57X \ RIM 346.75 1 `-, I— '\ " I \ 58.6 of 16 into the ground. I ' ' - �48- O� I "-, IW-a;,W�_2 38 ",�� = J 1, I I 1 i \ 15" RCP 11 \ I I." 347.50 �". " 1`_ 'I, \ � I c , il 5 0 ,_ 4 347.82 . \ I e. Modified Control Structure: All pipe connections and the barrel onnection to the I ".I,1 , � 11 INV. 34115 1 ,,.,, I � I , ,_ -,,, , N, I \ " I I 7,5 ' , 3 1.82 <', 1, I'- I ,-, � / I- \ __ 4 , 3 "75 1, - . '1­11 �� ",-, ., t-- -7 11 , 6 L4 �,5O 1 I'll, \ . \­ I control structure shall be watertight, � I ;�11_11' '*7 Y�-,` 11, YD F-4t P, - ,�;_,, 10171 , ,� ,,-- 11.� �� "I., � \ \ \ \ \ ,,- f. Temporary Stabilization: 11 /�,�" k \ X _7� , ,��/��, -,, . I'll 1, ­ 1- �- - I \ 1,I " \ \ - G= 36,9� 5 I 1 '__� _," I'll ,,3 , 48-00 1� 1"� 11, I \ \ I I I I=J65. 10 i. Establishment of Temporary Grass Cover: Prepare seed bed, scarify if V) %"o 11 1'� , " , . I " -\, � I I I t� \ I -, - �\ - '_ � 11­ -.-- --.-., __ ,/ - , ' ' I_ \ \ 348:4, ,,, I 11 . 1-364,96 compacted, remove debris and obstacles such as rocks and stumps, and seed ; I � 1�, __� , \ ', N (DOOR`TO , ?� 72 within 24 hours. Amend soil, lime soil to pH of 6.0 and ertilize at a rate of 14 I � §48� \ . � . f � + 'I . . . '. 1, _7 �1 6 � t I -, \ "I". , \ I \ -81 IL T FENCE (TYP.) lbs. per 1,000 sqyc�re feet with a 5-10-10 or equivalent fertilizer. Work V) " -_ ­__ 0 347.5 11 \ - ' I �� ." ' � "N ;F -"'- 7 ' e"V �'­ MH E-4 -I \1 '� \ I ,-,o,G ___- \ I . I � , �/� , \ \ 1 4 , 71" ,,--`W­��, - ` - �, IN. __11:21��11- ,�� -1 -1 1, ,Z� 3', 1 , X �,3��., 7/ �21 - , ,� . X �_ \ `� , -I \ , , __ Z� 0 2 � ,_ amendments a minimum of 4 inches into soil. If seeding in October/November I I I 1 Y7 1 _� r �, `I_ IN 348.0 / 41 - UMH F-A \ \ \ \ � . I I I �� __ ­', , 1� 1746� ��/<z) 1-1. I Q, 34& 00 I , I 1-1, I I Y _f, __-_2b � - ified Aroostook winter rye 0 100 lbs. per acre, otherwise I � - �� C, I- \r 503 "I, "� , \ _� 36 . ,�, 1�\ I . /'_ - ,� I ,"; ,i ,v, 161 ­` 1� , f N'34-2.5 - -'V' r. I�F/ -11, 1, \ 347.50 \ � INV� 358.67 - \ X, \ Gl�- &4 1��_ ross (annual or perennial) a 30 lbs. per acre. ,, ,,r ^1) __ K, I? - -A 1 `--� I __ ;1 -1--, � ltllm�� Z39.21 '__1 C , 1-1 ' I;C/ - ­­ -3-47.50 1 -4--v ---,, N, \ � RIM 3 ' - _R ii. Mulch: Small qroin straw mulch or Type 1 erosion control blankets as specified I- - " � X - ;��' INV, / _­ � , \ \ 1 519. :51 � " \ 'I- 76 I k -l"', � -,, '��.* __ .- -, \ "' REMOVE PIPING ! I - 59, J � on drawing trow mulch shall be applied at a rote of two tons (100 to ,� 'F4�16 ,3 � \ ) � 67 ROOF'DRAIN LEADER \ - \ \"� / �� ,,,� Ir rr A -5.1. S , I , .- -, // __ - , SP \ , \1 _,� - j 'Or / I- , __ t ,� "." � 1- 120 bales) per acre. Erosion controlblonkets shollbe BonTerro S2 installed as _�, ,_?_� I ,_IF i: I / _�, "I ,� -1 RANE , /,", ­-e ­ 11 11 . ,:�, �� - I I I - . . r __�, , 347,50 . , �/ � /�� � 1, 3 ,_ __ I ,� .3 .5 � .... - 1 �_ ... - 1� ­> , `91 4r .r5 �, . "I, `,�, .1 � r . I recommended by manufacturer. 0 . N C�l I � 3 7 0 43 LF � 5 31 . 5 0 N �4�1 1 \ 14 LOCATIO DRY MA U �i��, � �:�,z�� I I/ , , ­1.1. - t '/ iii. Treat all disturbed areas within 500 feet of an inhabited dwelling as necessary to .,." V, - "' Z____� \ ", ­­ ,O I -N L481 ' _1% 1� F, 37-97 "I ,347. 50 1�. i ii r�ur -11, // I - I 8S T% provide dust control. Conform to all local and state regulations governing these I , � 34 ,,T1 _1�1 I 11 1'� ,:364 5 a � I 1-11 �_�_ ----, , > - , -�- t,C E-4 RCP / 11, � \ ___ __ / , �A\ N%��., 1�1 `­,_::j�� _�­� �,­,�, qcm ­��. _-, Q) � a activities. - I r,� , � "�> �, 13 " , , 20 1 �x / M / 12" _ I'-,' . i �.�.l I _,N \ _>.,� .1 __41 1 - - - ---__ " __ 1 ­4----, 1 . - `-, - X,J�T,��', 61Y' 1\ I 00 I ,�., I .�, I I T RARY iv. Install Temporary Stabilization within 24 hours of ter the end of construction I \1 I , 0 I 0 1 1-11, _;z � 348. , I I FF J72� 5 1, I � I , , 1� / 11 . 1'� �, - , I t 347,50 11-1 (�4 \ 3s" T i6jl � I - I . resume within 21 days. ___::i� � \ ��) 40 LF 101�4�1�0-, ROOF DRAIN LEAk�, ____4 \ AND P'PESr 9. � \ \ I / 1�� cn, _ 43 LF '14, , E WALLS activities in an area unless there is snow cover or construction activities will I I . � J I' I 0 S. 0 Ql) � i I "I 7 ' 347, RCP I __ A�� I 'IT - _,/ Cl � . __ r '' Construction Vehicles: Wash down allconstruction vehicles and cover with f�:--, .% - , 1 347. 71 P -1 U I/ / '--,) 1�1 -V \ _ ' %-�. _� I _� �, �7 �,� i / r: ­��_� � ,,�. � 1. I � �' �' r �, 1-1 /_ �NG I - X_ _�, � "./ _,_. M _____1 $;%% - ,Z)* __ . dq \ ^ )71 sq.i essary to prevent vehicle transport of sediment off site. Direct . I I C i * * ­ 1 � __ tl,� _Z� I wastewater from wash down operations to a sediment trap. (See Detail) 1"..'' .1 ­1 .. _1­1. 1-% ___�<��,, -.?- ,_ - N - , "I ­ / - � -, -�,Z� -5 z r I 1_1 � 1_ , ­, _7 -� " / 0 ZA__1 I , !, _. / ,;��,, "� \4 - TEMPORARY P \ i- "Irl, - --_ C�,,�4 1; - _:�, - I Nj I- I I 1\ 1*51 I 1 :: �.,,� __­_ - __ I \ i _.,r�,r ­ - " -, / -_ i I ( lw\"k. _��;E 4 , _._� (6 STABILI�& - Wk. F GR . I �', 1 _`I1 - I - -7 ,,�; 63 1 1 - C� 7%. I I � \-W ak�_ , '.. I � ­-, " I ic__ I I � ­ ,C CONSTRUCTION STAGING NOTES � I - 'Ek 4.,P-4' -_ g Y-3WI'�, � -- �,_ I \ \ . �, 0 on,\ 0 - -W, #* .:!--��P ,,.­�,: . 1<1 -,!��ta ATE �__, � / ,'\ r, I 1, : P.; -IN I _J '6�" - � FRXME AN� GR ­ . I "W - _� I --;,�: jr% .. 1� jr � REPIACE I __ ­ \ tj�F�11_t__, I II ­V \ r� �� - ''. ��', WITH MH FRAVI,� ANID 1- 1. T c � L-) , % 1 . The applicant shall adhere to the construction mobilization narrative provided to the ` "I , , I - - . _1W ___ � . __ 4i.�14 UC-''* , � I , 7�� � I 1.2, f 1// - / ,[�(, � r ., J _ ­1_7%0� . --I- 'lip !% If � ­ , _V,,��­, /611 347,50 G \1 Village of Rye Brook Board of Trustees dated October 31, 2000. C r � 11 , _ �_ - -REM6\�E PIPING R ,_ Q '----- 6 � - 2. On written notice to the applicant, the applicant shall promptly provide 0 bond in the � ,.� I' ,/ 1�� ., � � 7%�/ - , / , - _, ", �" 1, I -11 Ir... , N .. ­� -, __ U� nt determined by the Village Engineer, subject to the acceptance by the Board . " - I ,V _�,19' / . 'k � " � 11 .W :,: ',:,!rJ:. J­­� ,� 9' ' " ' EMOVE PIF 0 -, k / , __ - ,�. r , - - � . I - -, - 9 I, �, ,� ,,� ,,,F, . , , -, amou t __ ,�;,rr. . , - - 1. -1, I , Ke. � , 11, � " I . ­- - r, � ,.,. -I , r �:­:, ­ rA _71t!�tl _J 4f`o'. .� ,�_;11 -1 -11, - I 54L-V - / - - @_ - to correct any construction -related damage to streets and roads and I , -� /lr,-,;, 7 ;� ,jr, , \ ., �1' \ 1. ,�� - -_ , ,-�I, ,3 _0 --"- 11 - _� of Trustees ..�_�.tr_­_­ - ." / ;�� \ - - �� :, � '. 7, , �,:��" 1� - -s- 14,6 r \ r I '� � 'Z�_ , ., � -1 ,--, 350-00 � - 2rp\- ,;o_ . i __ - I 0 \ I r -.: . 1, " �;::: � ,�%. I _,�� ­�, r' r I 4 - �_ " - 4 ­ - . - � - -� - __`__ 00_�: 010__*��' - 11 )��y V � iC4 :� '' I related infrastructure which m9y be dedicated and accepted by the Village. _,_,,:�­ ,_ . --_ I /I I 18,1 " _:� � ­'-', -----�:�, (,-�� / _� \ P r" ­:,�,,.,,­� ' . , F- :11 3. The applicant shallprimonly utilize King Street for construction vehicle access to the '' 1 � ­­r,­' I- / - .1 --- - I � "I " _.: I I ',__._.1 11 6 � `r..�,,rr , .r r 1 � rrrr, � - __< G�J48 ___ , satisfaction of the Village Engineer. Such access shollbe configured and maintained in ' ­ 1- -----r- , - ,­ Pq I \ \ \ ,,, r _�:� ­:k� rr ,�:r� 00 1�? I � � - - � I .1000 1� 1?=J41,5 .�r � r ,"­ � ��,:� � r:� . , 1141 / - � ___--- QV 1_. �A 0 - �1 : r r�r ,,,,..,r, ,.r,:,I: r. ­,,­ ____ __ 11 �, . a manner to prevent any staging of vehicles on King Street and to minimize traffic \ "*_� 1� �� _* � ,� , - - I --_I �___ - ZI / I---- ,�, � - - - i�r ' 11 - ___�_ 5 disruption. , ;� �,,: � ��r �'': r � ­11 - ,,, E ,",.�." '' _­_­ _ _, ­ ­P­A�­�, _ __ _ .".44 ­r I , -�, (TYP.)- >_ . - '__ Q17R>_ 4 - - I k17 ,,, I -, '7 , � 00 �� . a 6 �, c,><::) .X-%,,, , , . � _� 11 - , -'r. " -1 I � , ,r r,,,,. - I ___;,�_ ">�," i��111 �' w � 0 0, I- �1� � ill 1� - . I "tjtili �H\.f 2 a. Applicant shallprovide a "flog person" to control construction vehicle traffic throughout ,!� '' - ''k �3�, ____ I - the entire construction process and not merely dur�ng peak hours, to the satisfaction of -7 -,s;�_ � I " , - r� - __ 4.V[.Z, 1, __ _. ­ . �7'!, -700 * 1*�_ - I, F-ge 13, S -, .�,' ',..,., r r' ,� IP . :_1 1% __( , 5 - __��___ A* _tT&,a29- 1 0 I I . __ I 1� . N __i: i 17 1. . � _11> _17 - -,-p ­�i� I , / -%. iELOC I , � IN - / �, 1�. �� - I - __ - I ___5 -, ,;,-j \ ­C,7, /-��015,V2.29 the Village Engineer and Police Chief. The Police Chiet may require the applicant to " �_ - - , �.. , ­­­ .1 ­,.�. ;�-__, ,��,� 11"7u P- 'I- - -7, . - - - - �, �,:��".I �, � _%_�_ 6- ,_ ) , --to, 411­­.'­�.;,.�__ 11 I 1 '1777, <::� utilize a police officer, at applicant's expense, if the Police Chief deems it warranted. ,_ , � ", , i �,:- , _�3 1.,9,:,:, " I F/ �-:� '::,,­ ­.� _� , _F _,.� 01 � ': � *% ��1'i� /,. I I , , 5,/6( .­".. I.._ �,� 11, � , _: �A v_, 1, � -.1- G, � \ b . The King Street driveway shall be tempor�rily widened to provide approximately a , A - :9 1 , � , ... "...'.1., .. I _: �, i -,,,.,, ­� _ � ,. "'-,,, -;-'1,­:,1 , ­t� S I o.� lr��. � - � � I � , 1. I - � . , I : �,� . . .. \ Or 7,,'_� . , , ,�, , f 'O S ffi� r \ 7, - , �..:� �.,-,�: �: ":: I J,/ I - .,�', � Z 7 __ - - :, , _ 7�� Al",", I ,:!-� .�..I, . , .Y'-- '­ , - - " , ­ I , 111�1, t ',� � ',*,.' � 77S'..- - , ,< � -KV-- -13 'I U - .�� � �..:: � , , �;: ,� �, r �'\,�45,,P­ 5 \ 26-30 foot wide pavement to permit - 4;�,�, --.�,. , _ , � � �: :,��,!�� � 0 ,-ill I , �r <,.%14.� � I ­_, .:i �!,.:,.., , 1P - - �,�:'­, ':.:_ r. , � .. tw _way operation during the construction period. . . , _.!i;�. - _­ � , I ''. I .. " I � 1. I -, r, ­1 . _ .11-1.1 �.­..._ � ­­ I , , �_'�,,: ­1 - 11­­ " 1_� , �:�� ":�11`�� � _..11_,:, , '..!.�­:_..'__', __ � .. ..... _____S V-� �, I ,.:���.'':���������.��������;.'':,� :_�- , c. The intersectio f the driveway and Kind Street shollbe continually maintained to I -, �:, , :::_._, : � �:.� , .N,.!;;6 �� __', �65 1 I,, . "I . , �.: ­ ', % \ 0 -1 -% lf`� , . � ' , - .;,;�., , � ­­ � � � -9-.,� . _.� I � � � " _ " � �". a, _`-, I. ... 1. , :'. ­'. 35 1 assure that it remains clear of construction debris, soil, and other materials. ,32 ,��_ "­ _.: .. �__ �!,,��_.,_ . ''4% __ :..,: ��.(,!k .� .,�.,�... �__ �, I I . __ _.'':�, , ��"..�, * , I �: �, �,,��, �, � - , .:. " 1�� �..., ..... , . o ".,­ : - 11- I king on -site for construction worker vehicles as � .. , �".- ) 1'e,2,7.��Ii_:t'­ ,�-, � '� , __ - I �, . �� '' � , , I i , ': 1:2� _,_.. . \ � 4 .1 ... � �, .-, ­ , 'N­ , _:' , ��.� �:�_,�� 'I-, ___1 1____�' , : � �. 1�,:::. - I X_ �:,��',. " .,�� � �- d. Applicant shall provide adequate par 1, . I I", . , , ,, Z. ,,I,, - - .1 __�_ . ­ 1. I. I I I __�, � �, * N % .. 1. I I.-..- .Q �5O 0 'I- 357.00 ". ging areas for the temporary storage of delivery vehicles totally within the site. ,, 11 , - , e4 � I ­: �i _7 �� � _�,�, f i I ­Tts� %. . 11 �_.` � I _"��__ i -,/_,'w- - . A � � ,.:, . I , , ''.., , ,:: 1. ,�: �.w ���,:,, to , , _ , , . I :�"'.�� .1-1 ___ - -I,.:, "___:­ � �_, ',-*S , .:� - �: , _ ,__ P ­%% - \ - .., - t''.., iwpp �b�� . " �. ,��_"',..\ -� oo-% I � 1_1 I . S '' ''. I , i ".. '�r . ,,� �� __ � "It-J, � I .��_:_. - , """," �" ��o ", . 4. Applica I I - OT Z`�, w,� '' �', - I , _1 - �.. 1. '� , . nt shall provide a plan satisfactory to ,the Village Engineer to control con truction I I �­ 'M - � _ ��,.! �", :_ � 11 �� � ,: ', � �_ , � , � I .'r �;Ifvli --- � ,n-rr$. - .*Aw.t."�.."', � . : I , . . ,� . ___ 11 . , � 11, ...- , :: / ­__ � U:: � \-, 74 . 11 ;; . :�,,�._,; , - I .:::" noise impacts on adjacent properties. 11 A: [ �E ­c+1:7., : '' . �� � �:.,�::. �. , . i�� .'. �.,�, \ I I - ''.1, � - -­L ­ - 2: - �.. " � �3 1 - " :.1 : ..�,� 'i ,+,no/, \ '�- � � ., � ". _ " '' ' . �,� I * I—- ­­ ��'­�",�. . - 1- #.J�M,at,, � , � -'�,',��'i,;�.:;:_' � \ ._ :::.`::.,�.) 1A - A- � - \ / I I . �. " A / 11� ::,:.",�,�,.,.,�":..�,,���i.�,::.,'', ,,;;,� _,.!!!77�:­*- - � ­, , �":;z,:__._ , I., , '' , I .�,:�,�:. ,: �� l/ I # - � _., 11� � �t q , -RI&V,, ��:S,,�T. 1. &�. I I V*:'­�,:.:.:­ ,*��: - "I __� �� i . � ,14 �,.! 5 0 � I" , I �� \ \ 'I ! _�____ : _�,:�:: � S. , 00 __`� �PA , . .( , -.", . 15" RCID '� \ \ '\----- ,14 - I �,�_:�,< ., , . 4 ' .�, _:__'..., ,� .;, -, I I - 0__:� ",,.,,,,r�,::,��,,,,,�l,....,,,,, 1A I 11 1\ ­'%%. , , , � �:� . ,��_ Im a�.: I., � � K ­1N, 4�, ,�..� #"% I L. , 11-1 � � M 1(��11 _.K 1''. - .. , I ��� � % 1, , � __-­­, Q 111-4 -,..'�::.::­­'.1 �_,­­.,.­'�.,._'__' �, V / \",::,: �. � , _��, �, i,._,:,. I �,: � , , _:� �,�:�:�.._":i.i 1. 1. 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' I , - __ Z__ __ — __ c-_z ­ - __ — __ — ,�, - I - I 1,, _ ­ -- -- ,6,f-- - X_,� 7!, / - . I_ ­ ­ -, - _,&� - _ �, � 0 V & " D REPLACE WITH '\ 1, .-- I . ,_ ,­ "Ill I I- - - � ­­­­ - __ __ I" ___ '1­I,_, � "4111111, #4 ,a -, . I . I -1-11, � I I - --- 14 ________�____ ', , --- . 'R,� __ 11 _ __ � � -4, . � ��� _ ___ __ ___ � -­ ­­ ­ I W IN, 1��17S/0_ -_ -_ — — — — — — --- 10 OR0 @ 6,OOY. i­l,c a--$-, 11 � . Stone '­ I 1W\JW,_.Jft_l, ft W = M W = W M = IIIIIIIII = M 0 ,a SECTI(IN 8 _____�_� — , , — . � — . . __ C��"��� �� �<;;;I - __ __ ­­ ­ _ WG// I , SECT& A ___ / , , - , . I _/ , � � ­ - \ ft W W AN = = = = wil(Ali/in i1i = = = = = . . - 60 so so to � 41 1 ----- -,--- __ _�,_� I * — I - __ - --- - - __ , , — I . C;;Ic� � . .. I �� I . � � . ... � �. I 1. .1� . - .1.1 . . ,--4�- / Oq _L I I _____ "-/ ­�____ . — . , __ . , — � . I - I � , --waft.ow ma .m awam"w-wama . .. ---ftwwn. 'm .w I I , . 1__> I I ___ I SIL T ��NCE (TYP.) _ .. — � �_ - - __ � - __ . - __ , . __ . � — , � — � � --mumm =a =, --annow == 'm _/ ---_______�_ -/I- —_ _____ — . . — , � _ � � -_ . . -_ . I "w"-womm P TEMPORARY I I __ I I � � � . . — _ - � �Mpl rz�l JOINING SECTIONS OF FENCING 11 I FLEXIBLE PIPING __ � I SILT FENCE � 1 5 1 I � AWXVff WES. ?_ EACH W` SHALL BE EMBEDDED IN THE SM A MINIMUM OF ,P. . 1 3 BALES SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR f"AR ANGLED TWARD PREVOUSLY LAO BALE TO FM BALES TWETHE& � I , . I I ____ __ � . � FLW CHANNEL STA91=0 TITE OF TWXMW 0100111111111 ow A (5 XOR LM 85Aa-1OXJ / OS - 3.0y M AND SARM MULCH _ SEED AND STRAY MULCH 2 , & - 50Y SEED AND STRAY MULCH SEED AND JUrE MESH LIMED - ALPRAR Z J 5i - 84Y SEED AND JUTE MESH , LINED -NPR4P 0 LINED -RIPRAP 4-ff 1 4 1 8J - BOY I LIMED -RIPRAP +8' ____r ENGINEERED DESIGN GATE . �_­� __—�,____________ CONNECT FLEXIBLE PIPING TO — I I I I C";�Y T X --,--------�-----E—XISTINC%-��T�DIRECT CLEAN I I . I I � � T /EARTH BERM. I /V 1E_ W - 000� M M � �- M _-AW- M --- � 400--*W­-� go- OW / / I 1% f /\ / L_ 11 I f / NOTE: Drawings S-1, S-2, S-3, LA-1, A-1, and EC-1 represent the amended Site Plan Approval documents. I ' Approved by Resolution dated November 28, 2000 of the Board of Trustees of the Village of Rye , Brook, subject to all requirements and conditions of said Resolution. Except as provided in said . resolution, all other applicable conditions of the approval resolution for "Bellefair" adopted by the Board of Trustees of the Villa e of Rye Brook on January 27, 1998 shall remain in full force and effect, and the applicant and i?s, successors and assignors shall be required to comply with same. I I - Francis L. Filipowski, Mayor I I Dote . r- L/ F ,, L � 0 = NOTE: . . BASE SURVEY, TOPOGRAPHIC, LAYOUT, GRADING & UTILITY INFORMATION TAKEN FROM DRAWINGS FOR "CHANCELLOR PARK at RYE BROOK (10/12/98) PREPARED BY DOLPH ROTFELD ENGINEERING, P.C. 0 15 30 . 60 Z � � 0" 11114011111111 I 116,13 I I a 0 : I CIA,% I _10— Vfflage of Rye Brook, -New York I I i Forest City Daly Housing 151 West 40th Street New York, New York 10018 , I , ,� DivNEY*TUNG * SCHWALBE Divney Tung Schwalbe, LLP Planning One North Broadway Engineering I I White Plains, NY 10601 Landscape Architecture 914 428 0010 Environmental Services 914 428 0017 FAX Project Management THE MARTIN ARCHITECTURAL GROUP 240 North 22nd Street Philadelphia, Pennsylvania 19103 JOHN P. SLAKER DESIGN GROUP 339 Route 100 Somers, New York 105 89 I IT IS A VIOLATION OF ARTICLE 130 OF THE NEW YORK STATE EDUCATION LAW FOR AW PERSON � TO ALTER THIS DOCUMENT IN ANY'WAY WITHOUT THE EXPRESS WRITTEN VERIFICATION OR ADOPTION BY A NEW YORK STATE LICENSED LAND SURVEYOR OR ENGINEER IN ACCORDANCE WITH SECTION 7209 (2), A 01 . REVISIONS I .NO. DATE ISSUE — — � 10/31/00 APPLICATION FOR MINOR SITE PLAN AMENDMENT — — — 01/04/01 AMENDED SITE PLAN FOR SIGNATURE 03/01/01 AMENDED SITE PLAN FOR SIGNATURE - � 08/31/01 ISSUED FOR REVIEW � — — — — — — � — — — — , — — I - � � @ Divney Tung Schwalbe, LLP 2000 ---------- , , -, DRAWING TITLE1 I CONSTRU%(.`d`_'vLION STAGING / EROSION & SEDIMENT CONTROL PL_A__N � ­­ __ DESIGNED BY: DRAWN BY: I I PROJECT NO. DATE: 524 08/29/01 , DRAWING NO. I I � EC-1 I � I ,B)", ;--,�,d" ":)E�/,��0/11-Cl�,"�,D�'�3�li�"7 PM 'C�\CADD'1524 Doiy-Rye 8'ro,ok\5542, A, e c 1, .e. r �.,­, si,an � p � t A OWNER: F C BELLEFAIR LLC 1775 Boadway - Suite 701 j4 New York, NY 10019 , 1 (212) 221-1292 ARCHITECT: THE MARTIN ARCHITECTURAL GROUP 240 N. 22nd Street Philadelphia, Pennsylvania 19103 (215) 665-1080 STO-NEGAT at B 1,d,1,jEFA1" I Philadelphia Pennsylvania ARB 1.4., F.--....jjVAT10N REVIISION JANUARY 25, 2002 STRUCTURAL Martin Espenlaub Engineering MECHANICAL T/S Associates, Inc. ENGINEER: 242 N. 22nd. Street ENGINEER: 2 West 32nd. St. - 5th Floor Philadelphia, Pa. 19103 New York, N.Y. 10001 (212) 665-8570 (212) 695-7424 CIVIL Divney - Tung - Schwalbl, ENGINEER: One North Broadway White Plains, N.Y. 1060 914-428-0010 1 INTERIOR Culpepper, McCauliffe, Meaders, Ini PESIGNER: 3300 NE Expressway Building 6 Atlanta, Ga. 30341 (770) 676-7600 1 C 0 A 10 11 I SHIrmor [NDrzx ARCHITECTURAL THE MARTIN ARCHITECTURAL GROUP STRUCTURAL MARTIN-ESPENLAUB, ENGINEERING MEP T/S ASSOCIATES INTERIOR DESIGN CULPEPPER, McCAULIFFE, MEADERS, INC FOOD SERVICE AND LAUNDRY FRANK REDMOND ASSOCIATES SHT. No. DESCRIPTION SHT. No. DESCRIPTION SHT. No. DESCRIPTION SHT. No. DESCRIPTION SHT. No. DESCRIPTION COVER SHEET S2.01 LOWER LEVEL PLAN -LEFT SIDE- E-20 TYPICAL UNITS ID 1.4-6-B MILLWORK PLAN - THIRD LEVEL FS-1 FOOD SERVICE EQUIP. LAYOUT A1.00 GENERAL INFORMATION S2.02 LOWER LEVEL PLAN -RIGHT SIDE E-21 TYPICAL UNITS ELEVATIONS - LOWER LEVEL FS-2 FOOD SERVICE EQUIP. SCHEDULE A1.01 ACCESSIBILITY INFORMATION S2.03 MAIN LEVEL PLAN -LEFT SIDE E-22 KITCHEN, BAR, CAFE PARLOR ID 2.1.1 ELEVATIONS - LOWER LEVEL FS-2.1 FOOD SERVICE EQUIP. NOTES A1.02 ACCESSIBILITY INFORMATION S2.04 MAIN LEVEL PLAN -RIGHT SIDE E-23 LIGHT & POWER RISER DIAGRAMS ID 2.1.2 ELEVATIONS - LOWER LEVEL FS-3 FOOD SERVICE ELECTRICAL A1.03 SITE PLAN S2.05 SECOND LEVEL PLAN -LEFT SIDE ID 2.1.3 ELEVATIONS - LOWER LEVEL FS-4 FOOD SERVICE PLUMBING A1.04 LOWER LEVEL LIFESAFETY PLAN S2.06 SECOND LEVEL PLAN -RIGHT SIDE M-2A LOWER LEVEL PLAN ID 2.1.4 ELEVATIONS - CLUB ROOM, BAR/ FS-5 FOOD SERVICE MECHANICAL A1.05 LEVEL LIFESAFETY S2.07 THIRD LEVEL PLAN -LEFT SIDE M-211 LOWER LEVEL PLAN LOUNGE, & MISC. FS-6 FOOD SERVICE SPECIAL CONDITIONS A1.06 -MAIN SECOND LEVEL LIFESAFETY PLAN S2.08 THIRD LEVEL PLAN -RIGHT SIDE M-3A MAIN LEVEL PLAN ELEVATIONS - MAIN LEVEL FS-7 DETAILS A1.07 THIRD LEVEL LIFESAFETY PLAN S2.09 ROOF PLAN -LEFT SIDE M-313 MAIN LEVEL PLAN ID 2.2.1 ELEVATIONS - MAIN HALL, CAFE, FS-7.1 DETAILS S2.10 ROOF PLAN -RIGHT SIDE M-4A 2ND LEVEL PLAN CORRIDOR, CARD ROOM , ICE CREAM FS-8 ELEVATIONS A2.01 OVERALL BUILDING PLANS S2.11 PORTE COCHERE M-413 2ND LEVEL PLAN ELEVATIONS - GENERAL FS-8.1 ELEVATIONS A2.02 OVERALL BUILDING PLANS M-5A 3RDLEVELPLAN ID 2.3.1 1 ELEVATIONS - GENERAL A103 LOWER LEVEL PLAN -LEFT SIDE S5.01 SECTIONS M-513 3RD LEVEL PLAN MILLWORK PLAN DETAILS LS-1 LAUNDRY LAYOUT & SCHEDULE A2.04 LOWER LEVEL PLAN -RIGHT SIDE S5.02 SECTIONS M-6A ROOF LEVEL PLAN ID 3.0.1 MILLWORK DETIAL - DETAILS LS-2 LAUNDRY PLUMBING & ELECTRICAL A2.05 MAIN LEVEL PLAN -LEFT SIDE S5.03 SECTIONS M-613 ROOF LEVEL PLAN ID 3.1.1 MILLWORK DETAILS - FRONT LS-3 LAUNDRY EXHAUST & SPECIAL COND. A2.06 MAIN LEVEL PLAN -RIGHT SIDE S5.04 SECTIONS M-7 AIR RISER DIAGRAMS RECEPTION DESK A2.07 SECOND LEVEL PLAN -LEFT SIDE S5.05 SECTIONS M-8 AIR RISER DIAGRAMS ID 3.1.2 MILLWORK DETAILS - RECPT. CLOSETS A2.08 SECOND LEVEL PLAN -RIGHT SIDE S5.06 SECTIONS M-9 WATER RISER DIAGRAMS ID 3.1.3 MILLWORK DETAILS - MAIL BOXES A2.09 THIRD LEVEL PLAN -LEFT SIDE S5.07 SECTIONS M-10 TYPICAL UNITS ID 3.1.4 MILLWORK DETAILS - MAIL ROOM A2.10 THIRD LEVEL PLAN -RIGHT SIDE M-11 TYPICAL UNITS WORK COUNTER A2.11 ROOF PLAN -LEFT SIDE ID 3.1.5 MILLWORK DETAILS - LIB. SHELVING A2.12 ROOF PLAN -RIGHT SIDE ID 3.1.6 MILLWORK DETAILS - LIB. CARRELS A2.13 UNIT PLANS - UNIT A &B1A & GUEST S7.01 GENERAL NOTES & SCHEDULES ID 3.1.7 MILLWORK DETAILS - DINING ROOM A2.14 UNIT PLANS - UNIT B & BI ENTRY WALL A2.14.1 UNIT PLAN - UNIT B2 ID 3.1.8 MILLWORK DETAILS - DINING ROOM A2.15 UNIT PLANS - UNIT C & C1 MEP T/S ASSOCIATES INTERIOR DESIGN CULPEPPER, MeCAULIFFE, MEADERS, INC PASS-THRU CIVIL ENGINEERING DIVNEY TUNG SCHWALBE A2.16 UNIT PLANS - UNIT D, D1 & D2 ID 3.1.9 MILLWORK DETAILS - SEATING RM BAR A2.17 UNIT PLANS - UNIT E, & El ID 3.1.10 MILLWORK DETAILS - FIREPLACE AT A2.18 PUBLIC BATH PLANS & ELEV. SHT. No. DESCRIPTION SHT. No. DESCRIPTION BAR/LOUNGE SHT. No. DESCRIPTION A2.19 PUBLIC ROOM PLANS ID 3.1.11 MILLWORK DTLS-BAR AT BAR/LOUNGE A2.20 UNIT BATH & KITCHEN P-1 SITE PLAN ID 0.0.0 -SHEET4DF ,,AWINGS INDEX ID 3.1.12 NOT USED COVER SHEET A2.21 UNIT BATH P-2A LOWER LEVEL PLAN ID 0.0.1 Ij,IjV'OIrK ]ROT-ESYF-\ ID 3.1.13 MILLWORK DTLS - ICE CREAM PARLOR S-1 LAYOUT PLAN P-213 LOWER LEVEL PLAN ID 0.0.3 ID 3.1.14 MILLWORK DTLS - BATHROOM V­ANITMQ� S-2 GRADING PLAN A3.01 BUILDING ELEVATIONS P-3A MAIN LEVEL PLAN ID 0.0.4 MILLWORK PROFILES ID 3.1.15 MILLWORK DTLS - VARIOUS COUNTERS S-3 UTILITY PLAN A3.02 BUILDING ELEVATIONS P-311 MAIN LEVEL PLAN LOWER LEVEL PLANS ID 3.1.16 1 MILLWORK DTLS-VARIOUS STOR. AREAS S-5 PROFILES A3.03 BUILDING ELEVATIONS P-4A 2ND LEVEL PLAN ID 1.1.1-A ELEV. REF. PLAN - LOWER LEVEL MILLWORK ELEVATION DETAILS S-6.1 DETAILS A3.04 BUILDING ELEVATIONS P-413 2ND LEVEL PLAN ID 1.1.1-B ELEV. REF. PLAN - LOWER LEVEL ID 3.2.1 RECEPTION ELEVATION DETAILS- S-6.2 DETAILS A3.05 BUILDING ELEVATIONS P-5A 3RD LEVEL PLAN ID 1.1.2-A REF. CLG. PLAN - LOWER LEVEL ID 3.2.2 OVAL WINDOW DETAILS A3.06 PARTIAL ELEVATIONS P-513 3RD LEVEL PLAN ID 1.1.2-B REF. CLG. PLAN - LOWER LEVEL ID 3.2.3 CORR. PASS-THRU, ELEV. DOOR DETAILS EC -I CONSTRUCTION STAGING EROSION A3.07 PARTIAL ELEVATIONS P-6A ROOF PLAN ID 1.1.3-A F F & E PLAN - LOWER LEVEL ID 3.2.4 MAIN CORRIDOR SMOKE DOOR DETAILS & SEDIMENT CONTROL PLAN A3.08 PARTIAL ELEVATIONS P-613 ROOF PLAN ID 1.1.3-13 F F & E PLAN - LOWER LEVEL ID 3.2.5 VARIOUS ELEVATION DETAILS L-1 LANDSCAPE PLAN P-7A TYPICAL UNIT DETAILS ID 1.1.4-A WALL COVERING PLAN - LOWER LEVEL ID 3.2.6-A DINING ROOM DETAILS L-2 DINING COURTYARD PLAN A4.01 BUILDING SECTIONS P-713 TYPICAL UNIT DETAILS--- ID 1.1.4-13 WALL COVERING PLAN - LOWER LEVEL ID 3.2.6-B DINING ROOM DETAILS L-3 LEISURE COURTYARD PLAN A4.02 WALL SECTIONS P-8A DETAILS ID 1.1.5-A FLR COVERING PLAN - LOWER LEVEL FLOORCOVERING DETAILS A4.03 WALL SECTIONS P-813 DETAILS ID 1.1.5-B FLR COVERING PLAN - LOWER LEVEL ID 4.1.1-A ENLARGED FLOOR PATTERNS A4.04 WALL SECTIONS P-9A KITCHEN, BAR, CAFE PARLOR ID 1.1.6-A MILLWORK PLAN - LOWER LEVEL _jD_ AJ,!,-4 NLARGED FLOOR PATTERNS- A A4.05 WALL SECTIONS P-913 FOOD SERVICE & EQUIPMENT SCHEDULE ID 11 6-13 MT1 I WORK PLAN - LOWER LEVEL (ID_4.1.1_C-� L R D PL O"X-'PATT'ER'NSZF-\ A4.06 WALL SECTIONS P-10 MAIN LAUNDRY MAIN LEVEL PLANS -§' xT 'GE] "srf(A-N 1TIO nrT A4.07 WALL SECTIONS P-11 COMBINED FIRE STANDPIPE RISER ID 1.2.1-A ELEV. REF. PLAN - MAIN LEVEL CEILING DETAILS P-12 GAS RISER DIAGRAM ID 1.2.1-B ELEV. REF. PLAN - MAIN LEVEL ID 4.2.1 1 GENERAL CEILING DETAILS A5.01 DETAILS P-13 STORM RISER DIAGRAM ID 1.2.2-A REF. CLG. PLAN - MAIN LEVEL GENERAL DETAILS A5.02 DETAILS P-14 UNIT SAN. & WATER RISER DIAGRAMS ID 1.2.2-B REF. CLG. PLAN - MAIN LEVEL ID 4.5.1 GEN. DETAILS - LIVING RM FIREPLACE, A5.03 DETAILS P-15 UNIT SAN. & WATER RISER DIAGRAMS ID 1.2.3-A F F & E PLAN - MAIN LEVEL TYPICAL SMOKE DOOR CORRIDOR __ A5.04 DETAILS ID 1.2.3-B F F & E PLAN - MAIN LEVEL ID 4.5.2 GEN. DETAILS - DINING RM FIREPLACE A5 * 05 PARTITION TYPES SP-1 COMBINED STANDPIPE & SPRINKLER ID 1.2.4-A WALL COVERING PLAN - MAIN LEVEL ID 4.5.3 ELEVATOR DETAILS A5.06 PENETRATION DETAILS SP-2A LOWER LEVEL PLAN ID 1.2.4-13 WALL COVERING PLAN - MAIN LEVEL SP-213 LOWER LEVEL PLAN ID 1.2.5-A FLR COVERING PLAN - MAIN LEVEL A6.01 ELEVATOR PLANS SP-3A MAIN LEVEL PLAN ID 1.2.5-13 FLR COVERING PLAN - MAIN LEVEL A6.02 ELEVATOR SECTIONS SP-313 MAIN LEVEL PLAN ID 1.2.6-A MILLWORK PLAN - MAIN LEVEL A6.03 STAIR PLANS SP-4A 2ND LEVEL PLAN ID 1.2.6-13 MILLWORK PLAN - MAIN LEVEL A6.04 STAIR PLANS SP-413 2ND LEVEL PLAN SECOND LEVEL PLANS A6.05 STAIR PLANS & DETAILS SP-5A 3RD LEVEL PLAN ID 1.3.1-A ELEV. REF. PLAN - SECOND LEVEL A6.06 STAIR SECTIONS SP-513 3RD LEVEL PLAN ID 1.3.1-13 ELEV. REF. PLAN - SECOND LEVEL A6.07 STAIR SECTIONS SP-6A ROOFLEVELPLAN ID 1.3.2-A REF. CLG. PLAN - SECOND LEVEL A6.08 STAIR SECTIONS SP-613 ROOF LEVEL PLAN ID 1.3.2-13 REF. CLG. PLAN - SECOND LEVEL ID 1.3.3-A F F & E PLAN - SECOND LEVEL A7.01 PUBLIC DOOR SCHEDULES E-1 SITE PLAN ID 1.3.3-B F F & E PLAN - SECOND LEVEL A7.02 PUBLIC DOOR SCHEDULES E-2 LOWER LEVEL PLAN - LIGHTING ID 1.3.4-A WALL COVERING PLAN - SECOND LEVEL A7.03 DOOR/WINDOW SCHEDULES & INFO E-3 LOWER LEVEL PLAN - LIGHTING ID 1.3.4-B WALL COVERING PLAN - SECOND LEVEL E-4 LOWER LEVEL PLAN - POWER ID 1.3.5-A FLR COVERING PLAN - SECOND LEVEL A8.01 NOT USED E-5 LOWER LEVEL PLAN - POWER ID 1.3.5-B FLR COVERING PLAN - SECOND LEVEL E-6 MAIN LEVEL PLAN - LIGHTING ID 1.3.6-A MILLWORK PLAN - SECOND LEVEL A9.01 PORTE COCHERE PLANS & ELEVS. E-7 MAIN LEVEL PLAN - LIGHTING ID 1.3.6-13 MILLWORK PLAN - SECOND LEVEL A9.02 BRIDGE PLANS & ELEV. E-8 MAIN LEVEL PLAN - POWER LEVEL PLANS A9.03 COURTYARD WALL & GATE E-9 MAIN LEVEL PLAN - POWER -THIRD ID 1.4.1-A ELEV. REF. PLAN - THIRD LEVEL E-10 SECOND LEVEL PLAN - LIGHTING ID 1.4.1-B ELEV. REF. PLAN - THIRD LEVEL A10.01 LOWER LEVEL REF. CLG. PLAN E-11 SECOND LEVEL PLAN - LIGHTING ID 1.4.2-A REF. CLG. PLAN - THIRD LEVEL A10.02 LOWER LEVEL REF. CLG. PLAN E-12 SECOND LEVEL PLAN - POWER ID 1.4.2-B REF. CLG. PLAN - THIRD LEVEL A10.03 MAtN_L 9XEL RFA. CL',,--. PLAN E-13 SECOND LEVEL PLAN - POWER ID 1.4.3-A F F & E PLAN - THIRD LEVEL A10.04 NOT,,USED '7/f=\ E-14 THIRD LEVEL PLAN - LIGHTING ID 1.4.3-B F F & E PLAN - THIRD LEVEL A10.05 SECO-NID7 VEI - REF_ CLG. PLAN E-15 THIRD LEVEL PLAN - LIGHTING ID 1.4.4-A WALL COVERING PLAN - THIRD LEVEL A10.06 THIRD LEVEL REF. CLG. PLAN E-16 THIRD LEVEL PLAN - POWER ID 1.4.4-11 WALL COVERING PLAN - THIRD LEVEL A10.07 FINISH SCHEDULES E-17 THIRD LEVEL PLAN - POWER ID 1.4.5-A FLR COVERING PLAN THIRD LEVEL E-18 ROOFLEVELPLAN ID 1.4.5-B FLR I COVERING PLAN THIRD LEVEL I E-19 ROOF LEVEL PLAN MILLWORK PLAN - THIRD LEVEL 4 I CODE: STATE OF NEW YORK 1995 USE GROUP: B-3 CONSTRUCTION TYPE: TYPE 1 FIRE RESISTIVE - FULLY SPRINKLERED AS PER NFPA 13 - ALL UNITS TO BE ADAPTABLE AS PER ANSI A117.1 - 1992 (REFER TO SHEET A1.02) - BUIDING IS OUTSIDE FIRE LIMITS TOTAL BUILDING AREA: 190,291 S.F. (REFER TO LIFESAFETY SHEETS FOR AREA BREAKDOW] NUMBER OF UNITS: 167 APARTMENT UNITS & 1 GUEST SUITE <> REFER TO 6HEET 45,05 FOR WALL f=ARTITION T'I'F`E5 C) REFER TO 5HEET 4-1�01, A1,02 s A-1-03 FOR DOOR 5CHEDULE5 0 REFER TO 5HEET A-1.0.3 FOR WINDOW SCHEDULES REFER TO 5HEET A5.05 4 A5.0(o FOR U_L. DE51(�N NC.S 4 FRIORIT'r SCHEDULES REFER TO 5HEET5 42.13 - A2,1-1 FOR INDIVIDUAL UNIT WINDOW, DOOR AND WALL T"rf=E DE51GNATION6. REFER TO INTERIOR DE51GN DRAWINGS FOR ALL F`U5LIC 5f=>AC;= INFORMATION. TH15 INCLUDES, BUT 15 NOT LIMITED TO, FIN15HE5, CA5EWOf;J><, VISION F`ANEL5, MOLIDING5, DECORATIVE FARTITION6, CEILING TREATMENTS, FURNISHINGS, ETC. D16CREf=ANCIES BETWEEN TRADES DOCUMENT5 MUST BE BROUGHT TO THE ARCHITECT'5 ATTENTION, IN WfRiTINCz, i=RIOR TO ORDERINCz OR INSTALLATION OF ANY WOR< 5 16 I FA QX4 O-r= I b ffd P_% 0 WA --17-3 Q 4 M E% d rd- V-1 0h, I ABV ABOVE EPX EPDXY ACT ACTUAL EQ EQUAL A.F�F� ABOVE FINISH FLOOR EQUIP EQUIPMENT ALUM ALUMINUM EXT EXTERIOR APP APPROVED F�& FIRE EXTINGUISHER ASSM/ FLR FLOOR ASSMB ASSEMBLY FDN/FND FOUNDATION BD BOARD FT FEET/FOOT BLDG BUILDING GALV GALVINIZED BLOCKG BLOCKING G.C. GENERAL CONTRACTOR BLVD BOULEVARD GEN GENERAL 13.0� BOTTOM OF G.S.F. GROSS SQUARE FOOTAGE BS BEAM SOFFIT GWB GYPSUM WALL 130ARD CIRC CIRCULAR GYP BD GYPSUM BOARD (L CENTER LINE H.C. HANDICAP CLG CEILING H'DWE HARDWARE CLOS CLOSET HGT HEIGHT CLR CLEAR HORIZ HORIZONTAL C.M.U� CONCRETE HR HOUR MASONRY UNIT HVAC HEATING, VENTILATION, CONC CONCRETE AIR CONDITIONING CONST CONSTRUCTION H.W.C. HANDICAP WATER COOLER CORR CORRIDOR H�W.H. HOT WATER HEATER CPT CARPET IN INCH C.T. CERAMIC TILE INFO INFORMATION D DRYER INUL INSULATION DIA DIAMETER INT INTERIOR DN DOWN JT JOINT DR DOOR LAUN/ D.S. DOWN SPOUT LDRY LAUNDRY DW DISH WASHER Ib POUND DWGS DRAWINGS LIN/L LINEN EA EACH MANF/ ELEC ELECTRIC MANUF MANUFACTURER ELEV ELEVATOR MAT'L MATERIAL MAX MAXIMUM M.C. MEDICINE CABINET MECH MECHANICAL EzBRICK CONCRETE EARTH: MASONRY UNIT CAST IN PLACE OR PRE -CAST CONCRETE LIGHT WEIGHT CONCRETE CAST STONE UNDISTURBED EARTH: BACKFILL BATT OR BLOWN INSULATION RIGID INSULATION METAL, ALUMINUM, ECT. STEEL PLASTER CEMENT, SAND,GROUT MIN MINIMUM MIR MIRROR MRB MOISTURE RESISTANT BOARD MNGR'S MANAGER'S MTD MOUNTED MTL METAL N/A NOT APPLICABLE NO. NUMBER NON COMB NON COMBUSTIBLE O.C. ON CENTER OCCU OCCUPANCY O,H, OVER HEAD OP'G/OPG/ OPEN'G OPENING O.S,B. ORIENTED STRAND BOARD PARK'G PARKING PKG PACKAGE PL PLATE PLYWD PLYWOOD P.R. POWDER ROOM P.T� PRESSURE TREATED PTD PAINTED P.V�C� POLY VINYL CHLORIDE RAD RADIUS RATD RATED RCP REFLECTED CEILING PLAN REF REFRIGERATOR REQ/REQ'D REQUIRED REQT'S REQUITEMENTS RM ROOM RND ROUND R & S ROD & SHELF RUN. RUNNING S.A. BLKTS SOUND ATTENUATION BLANKETS PLYWOOD - SMALL SCALE METAL: SMALL SCALE STRUCTURAL, FLASHING ROCK OR GYPSUM STONE WALL BOARD &C, CRUSHED STONE, GRAVEL OR POROUS FILL STUCCO REINFORCED CUT STONE, BLUESTONE, RESILIANT FLOORING FLAGSTONE OR SLATE 61 110m 111111 STONE: ROUGH -CUT OR RUBBLE WOOD: FINISH WOOD: ROUGH WOOD BLOCKING CARPET AND PAD CERAMIC TILE: LARGE SCALE CERAMIC TILE: PROFILE GLASS - LARGE SCALE GLASS - SMALL SCALE SD SQUARE FOOTAGE SEP/ SEPARAT'N SEPARATION SF SQUARE FOOTAGE SHT SHEET Sim SIMILAR SPECS SPECIFICATIONS SQ SQUARE STL STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED T.B. TOWEL BAR TELE TELEPHONE TERM TERMINATION T & G TONGUE & GROOVE T14K THICK T.O. TOP OF TYP TYPICAL U,L. UNDERWRITERS LABORATORIES U.S'G' UNITED STATES GYPSUM U.N.O. UNLESS NOTED OTHERWISE VAN VANITY V.B. VAPOR BARRIER VERT VERTICAL VEST VESTIBULE VT. VINYL TILE W WASHER W/ WITH W/o WITH OUT W.C� WATER CLOSET WD WOOD W.I.C. WALK IN CLOSET WIND WINDOW 0 DOOR SYMBOL 0 WINDOW SYMBOL A2 REVISION NUMBER VOID ELEVATION NO. VINTERIOR ELEVATION UA_3<__--SHEET NO. Q-T.J, C:,T. CHANGE OF FLOOR T FINISH Jlk DATUM ELEVATION IV :SECTION NUMBER 4(j 1 20 UA-3 S SH HEET NUMBER BUILDING SECTION r3'1 SECTION NUMBER 40 r I �A� SHEET NUMBER DETAIL MATCH LINE r5_0'11��_SECTION 17B) TEST BORING �D-2L \--"'�SHEET (WP) WORK POINT (DP) DATUM POINT NO. (CP) CONTROL POINT DETAIL <>_ WALL PARTITION TYPE ENLARGEMENT NUMBER E D C I PIR 1 00 to 1�0 krz cm z 2 W P A 6 > 'w wo w z CHK'D: P.M. :AMY CARPENTER P.A. -TIM WENTZ PROJECT No.:15-1343-01 < 0 < 0 0 LJ,,� _j > III < U Z LL, (n > :3 (s) > F- IU w w m 0� 0 (a 0 IL npd;� c 2001, The Martin Architectural Group 0 SEEQ1E1QA-nQUS FQS COMMON FACIL111ES - Based on 24' 32" min. 10' max Bize and spacin!@ or erab bars. AQAAQ (36 QFR PART 1191) Ilk Bo" 40- 11a, I QENERAL 01/7' Information contained on this sheet is intended to provide a summary of technical provisions for accessibility to places of public 4.21 Shower Stalls: (see figure #9 & 12) 11/4 .-11/2 occomodation and commercial facilities by individuals with 4.21.2 Size and Clearances. Except as specified in 9.1.2., shower stall size and clear floor space disabilities. as per [figure #9 (a) or (b)]. Shower stalls shall be either 36 in by 36 in (915 mm by 915 mm) Parallel CID X These specifications in no way relieve the contractor from or 30 in by 60 in (760 mm by 1525 mm) minimum. (0 x wheelchair x Forward obtaining and conforming with the standards referenced herein. 4.21.3 Seat. A seat shall be provided in shower stalls 36 in by 36 in (915 mm by 915 mm) space ;0 X wheelchair R '/2 and shall be as shown in [fig. #10]. The seat shall be mounted 17 in to 19 in (430 mm to 485 mm) Forward (0 space I- r -------- I—, wheelchair E r - - - - - - - - - - - ACCESSIBLE ELEMENTS & SPACES from the bathroom floor and shall extend the full depth of the stall. The seat shall be on the tf� wall opposite the controls. Where a fixed seat is provided in a 30 in by 60 in mimimum space 4.3 - ACCESSIBLE ROUTE (760 mm by 1525 mm) shower stall, it shall be a folding type and shall be mounted on the wall _J I I I At least one accessible route shall connect building entrances with all adjacent to the controls. The structural strength of seats shall comply with 4.26.3. 0� CC - accessible spaces and elements and with all accessible dwelling Obstructed 5ide Reach Limit units within the building. 4.21.4 Grob bars. Grob bars complying with 4.26 shall be provided. Forward Reach Over Unobstructed Side Unobstructed Foward An accessible route shall be provided throughout the building F IGURE #3 an Obstruction Reach Limit Reach Limit consisting of- 4.21.6 Shower unit. A shower spray unit with a hose at least 60 in (1525 mm) long that can NOTE. x-reach depth, y-reach heleint, Za 1. Level walking surface be used both as a fixed shower head and as a hand-held shower shall be provided. Reach limits for wheelchair users. clear kmes space, z is the clear space below the obstrvctlom 2, Clear floor space at accessible elements 4.21.7 Curbs. If provided, curbs in shower stalls 36 'in by 36 in (915 mm by 915 mm) shall be no which "it be at least as deep as the reach distance, x. Note: Clear floor space is not required at higher than 1/2 in (13 mm). Shower stalls that are 30 in by 60 in minimum (760 mm by 1525 mm) NOTE: x 12 in, I r the door doors unintended for passage shall not have curbs. X W mit). 7/ W MlrL has bo a Closer and a latch (0 Is 0a. MlrL t)e Mir. Ia. 421 mir, 3. Clear width of 36", and 32" clear width for doors [See Figure # 1] 4.21.8 Shower enclosures. If provided, enclosures for shower stalls shall not obstruct controls or E _ max. Note: ALL doors shall meet 32" clear opening except doors obstruct transfer from wheelchairs onto shower seats. V0// -- ----------- unintended for passage - 4. Change of level of 1/4" or less; or 1/4" to 1/2" with 4.25 Storage: M P77777 7/7 7; 1. ----------- beveled slope 1:2 or less. 4.25.2 Clear floor Space. A clear floor space at least 30 in by 48 in (760 mm by 1220 mm) -t-4- c complying with 4.2,4 that allowos either a forward or parallel approach by a person using a llay. llay. Q) woo- X I >_ wheelchair shall be provided at accessible storage facilities. L L 4.13 Doors on an accessible route shall comply as follows- I i 4.25.3 Height. Accessible storage spaces shall be within at least one of the reach ranges specified L 1 -5 4.13.4 Double -Leaf Doorways At least one of the active leaves of doorways with two in 4.2.5. and 4.2.6. [see fig. #3] Clothes rods or shelves shall be a maximum of 54 in (1370 mm) C-i E E It ;D independently operated leaves serving non -storage areas shall comply with 4.13.5 and above the finish floor for a side approach. Where the distance from the wheelchair to the clothes �D 4.13.6. 2 11'2 - I rod or shelf exceeds 10 in (255 mm) the height and depth to the rod or shelf shall be [max. 48 in 15' m in Clear clear I Clear NOTE- x=3ro In. IF roo, min, 4.13.5 Clear Width. Doorways shall have a clear opening of 32 in (815 mm) minimum with max I above the floor and max. 21 in between the wheelchair and the rod/shelf]. 16" max. Floor Floor floor x=42 In. ll`�= 54" min. NOTE. �-4 in. IF thd door door open 90 degrees [Figure #1]. Clear opening shall be measured between the face of door I 1 06 i space I space space has both a loser a id a latch 4) and the opposite stop. ------- i ----------- i --- --------- i J V 4.26 Handrails, Grob bars, and Tub and Shower seats: ------------ 4,13.6 Maneuvering Clearances at Doors. Minimum maneuvering clearances shall comply with 4.26.2 Size and Spacing of Grob Bars and Handroils. The diameter or width of the gripping surfaces waulQrx 01 - ��' [Figure #2] of a handrail or grab bar shall be 1-1/4 in to 1-1/2 in (32 mm to 38 mm), or the shape shall 6hower seat desien 4V MIn 46' m1rL & 9> 4.13,7 Two Doors in Series. Space between two hinged or pivoted doors in series shall be F= 24' min, provide an equivalent gripping surface. If hondralls or grab bars are mounted adjacent to a wall, in b� 3& in 5tall) (a) Clear Floor 5pace at water closets not in stalls 24"mirif 48 in. minimum plus the width of any door swinging into the space. Doors 'in series shall the space between the wall and the grab bar shall be 1-1/2 in (38 mm). 3ie,' mim 40' min. I swing either in some direction or away from space between doors. 3&1 alt. door a 4.26.3 Structural Strength. The structural strength of grab bars, tub and shower seats, fasteners r - - - - - - - - - - - - 4.13,8 Thresholds at Doorways. Thresholds, if provided, at doorways shall be 1/2 in high `­ -Fear and mounting devices shall meet the following specifications: maximum except that thresholds for exterior sliding doors shall be 3/4 in high 1. Maximum bending moment from the application of 250 Ibf (1112 N) shall be less than the 58 ck maximum. allowable stress for the material of the bar or seat. 10 woo-: 4.13.9 Door Hardware. Handles, pulls, latches, locks, and other operable ports on accessible 2. Maximum shear stress from the application of 250 lbf (1112 N) shall be less than the 9 NOTE- S=54 in, if the door Z doors shall have a shape that is easy to grasp with one hand and does not require tight has a closer V grasping, tight pinching, or twisting of the wrist to operate. Hardware required for accessible allowable stress for the material of the bar or seat. rJ 0 Q) 3. Shear force induced in a fastener or mounting device from the application of 250 lbf 0 - passage shall be mounted no higher than 48" a.fJ. When sliding doors ore in the fully open (1112 N) shall be less than the allowable lateral load for the fastener or mounting device. clear position, operating hardware shall be exposed and usable from both sides. Floor F IOURM #2 4.13.10 Door Closers. Door closers shall be adjusted so that from on open position of 4. Tensile force induced in a fastener by a direct tension force of 250 lbf (1112 N) plus if space NOTE. �=4 'in. 'IF thd door 70 degrees, the door will take at least 3 seconds to move to a point 3 inches from the latch, 4-.-; L has a CIO$ the max. moment from the application of 250 lbf (1112 N) shall be less than the allowable I I measured to the leading edge of the door. withdrowl load between the fastener and the supporting structure. It E I W Min. 1, 5&' min. 4.13.11 Door Opening Force. Fire doors shall have the minimum opening force allowable by the 5. Grob bars shall not rotate within their fittings. 40, min. I �D 'i approach oril� w/ wall Mounted wc. w/ wall Mounted W.C., If A othe appropriate administrative authority. The required force for pushing open or pulling open 4.26,4 Eliminating Hazards. A handrail or grab bar and any wall adjacent to it shall be free of er approacKe.1 51B. min 513' MIM min. doors other than fire doors shall be as follows: any sharp or abrasive elements. Edges shall have a minimum radius of 1/8 in. (3.2 mm). L - - - - - - - - - - J 4V mirL W/ I'loor M-t.,d - interior hinged door: 5.0 lb (22.2N) maximum TransFer T�pe 6hower F I GO RE 04 (c) standard stall Water closet clear Floor space. (b) standard stall f r - - - - - - - - - - sliding/folding door: 5.0 lb (22.2N) maximum. 4.27 Controls and Operating Mechanisms: (end or row) �Z Clear Floc Note: These forces do not apply to the force required to retract latch bolts or disengage other 4.27.2 Clear Floor Space. Clear floor space complying with 4.2.4 that allows a forward or a parallel --a' 30 " min. Bro 4 ba ck E :space devices that hold the door in a closed position. approach by a person using a wheelchair shall be provided at controls, dispensers, receptacles and Clear _n Medicine other operable equipment. 11�!i" max. Cabinet 4.13.12 Automatic Doors. If on automatic door is used, then it shall comply with ANSI/BHMA Side - - - - - - - - - - i Al 56.10-1985. Slowly opening, low powered automatic doors shall comply with ANSI/A156.19-1984. 4.27.3 Height. The highest operable part of controls, dispensers, receptacles, and other operable ri to Mirror Such doors shall not open to back check faster than 3 seconds and shall require no more than equipment shall be placed within at least one of the reach ranges specified in [figure 3] 'r - - - - T 0 Q) 0 4) 15 lbf (66.6N) to stop door movement. If a power -assisted door is used, its door -opening Electrical and communications systems receptacles on walls shall be mounted no less than 15 in force shall comply with 4.13.11 and its closing shall conform to the requirements of (380 mm) above the floor. clear clear clear ANSI A156.19-1984. 4.27.4 Operation. Controls and operating mechanisms shall be operable with one hand and shall 'E E X d) LU not require tight grasping, pinching or twisting of the wrist. The force required to activate controls Floor Floor floor <�] 1: W x 4.15 Drinking fountains and water coolers on an accessible route shall comply as follows: lav spar -lei 'E lav space lav space shall be no greater than 5 Ibf (22.2 N)� I'D a" min. M Where only one drinking fountain is provided on a floor there shall be a drinking fountain, which 6196 is accessible to individuals who use wheelchairs, in accordance with 4.15 and one accessible to U those who have difficulty bending or stooping Where more than one drinking fountain or 0, min, min, q UV :3 D - - - - - - - - - - - - - - ---- D d W'A water cooler is provided on a floor, 50% of those provided shall comply with 4.15. -00-4 > W 0 IL WITH SEAT 'in TUB WIT�4 SEAT at �­IEAD o F TU;z� 22\2 :E W 4a 4.15.2 Spout height. Spouts shall be no higher than 36" measured from the floor to the spout outlet. side 1� I V max. �- _J 4.15.3 Spout Location. The spouts of drinking fountains shall be at the front of the unit and c) = Dra in 11" Min.---\ toe Clearance IV 3 6 Roll -in TSpe 5howler roc" min. 5hower head le!@ Hi , P - shall direct the flow in a trajectory that is nearly parallel to the front of the unit. The spout I L", - _J 5-hower controls clearance too IGURE :01 06 11' min. shall provide a flow of water at least 4 in. (100 mm) high to allow the insertion of a cup under e__ the flow of water. Clear Floor space' at bathtubs. Lavatories Fixture 4,15.4 Unit controls shall be front mounted or side mounted near the front edge. 5hower la�out depth lu� Z 4.15.5 Clearances. Wall and post mounted cantilevered units shall hove a clear knee space between the bottom of the apron and the floor at least 27 in (685 mm) high, 30 in (760 mm) wide, r- V _V and 17 in to 19 in (430 mm to 485 mm) deep. Such units shall also have a minimum clear floor space 30 in by 48 in (760 mm by 1220 mm) that allows a person in a wheelchair to approach ro, max ro, max ro' max -1ro, min the unit facing forward. Freestanding or built-in units not having a clear space under them 12" max. AREA f_4 shall have a clear floor space at least 30 in by 48 in (760 mm by 1220 mm) that allows a max. CONTROL person in a wheelchair to make a parallel approach to the unit. L 3&" MI I I �\ - )l! I L 401 M in. 10 r- - F T r - - - - - - V, _J J 4.16 Water Closets: toilet paper S 7b L J x x max. rZ M M 4.16.2 Clear floor space. Clear floor space for water closets not in stalls shall comply with [fig. #4(a)]. dispenser E E L ____ .. �0 Zo 4.16.3 Height. The height of water closets shall be 17 in. to 19 in (430 mm to 485 mm) IN --.4/ 1, Lir measured to the top of the toilet seat. Seats shall not be sprung to return to a lifted position. L J 4.16.4 Grob Bars. Grob bars for water closets not located in stalls shall comply with 4.26 S: FOOT- both conditions BAC<- with insert seat :;<- with built 'in seat HEAD - 1:: -on ition's (see figure #5). The grab bar behind the water closet shall be 36 in (915 mm) minimum. 4.16.5 Flush Controls. Flush controls shall be hand operated or automatic and shall comply with 0). Bathtub blockilne la�out 4.27.4. Controls for flush valves shall be mounted on the wide side of toilet areas no more than 44 in (1120 mm) above the floor. (P (a) rear wall (b) side walls .1 1 V_ N V 4.16.6 Dispensers. Toilet paper dispensers shall be installed within reach. (see figure #5) r- 24' min, Dispensers that control delivery, or that do not permit continuous paper flow, shall not be used. Location or Grab Bars at Toilet Btalls 4.17 Toilet Stalls: 2' max, 12' max. 15' max- 4.17.2 Water closets in accessible stalls shall comply with 4.16. , ;4' mlin 1 .174' min, 4V min. A, 4.17.3 Size and Arrangement. The size and arrangement of the standard toilet stall shall comply CONTROL CHK'D: with [figure #4 (b) or (c)]. Standard toilet stalls with a minimum depth of 56 in (1420 mm) shall 36" min, AREA SEAT P.M. -AMY CARPENTER have wall mounted water closets. If the dept of a standard toilet stall is increased at least 4 54' min. 12 3 in (75 mm), then a floor mounted water closet may be used. M in. L P.A. 42' min. 4,17.4 Toe Clearances. In standard stalls, the front partition and at least one side partition 12 1 M Ill. 0.:15-1343-01 shall provide a toe clearance of at least 9 in (230 mm) above the floor. if the depth of the stall 1 toilet paper PROJECT N max� is greater than 60 in (1525 mm), then the toe clearance is not required. dispenser RNMENNEW/A 4.17.5 Doors. Toilet stall doors shall comply with 4.13. If toilet stall approach is from the latch FOOT- both conditions 5ACK- with insert seat BACK- with built in seat HEAD- both Con itions C C side of the stall door, clearance between the door side of the stall and any obstruction may Bathtub erab bar installation m be reduced to a minimum of 42 in (1065 mm). cc Ba thtubs < 4.17.6 Grob Bars. Grab bars complying with the length and positioning shown in [fig. #4 (b) and (c)] and [figure #5] shall be provided. Grab bars may 6e mounted with any desired method as long as they have a gripping surface at the locations shown and do not obstruct the required clear floor L 2-111 Ia. area. Grob bars shall comply with 4.26. 1 U I max. Control (a) back wall (I:>) Side wall area 22" 4.18 Urinals: 4.18.2 Height. Urinals shall be stall -type or wall -hung with an elongated rim at a maximum of Location or Grab Bars at Water Closets r 17 'in (430 mm) above the finish floor. 4.18.3 Clear Floor Space. A clear floor space 30 in by 48 in (760 mm by 1220 mm) shall be IF x M c7tro, provided in front of urinals to allow forward approach. Urinal shields that do not extend beyond (0 E 5locki Z PD Water closets J t�plcal area 0 L'i 06 the front edge of the urinal rim may be provided with 29 in (735 mm) clearance between them. C0 F -0 V) 4.18.4 Flush controls. Flush controls shall be hand operated or automatic, and shall comply U U > < E- )7 with 4.27.4, and shall be mounted no more than 44 in (1120 mm) above the finish floor. UJ ff 4.19 Lavatories and Mirrors: T�pical 51cle BACK '5!de- seat wall 5a l--k &Icle - control 'wa I I IL 4.19.2 Height and Clearances. Lavatories shall be mounted with the rim or counter surface no (a) 30 in. ln� roo in, Stall 'in, bs 36, in. Sta I 1 13 higher than 34 in (865 mm) above the finish floor. Provide a clearance of at least a A W 29 in (735 mm) above the finish floor to the bottom of the apron. Knee and toe clearance 2-1" 0 shall comply with [figure 6]. > max. Control W M 4.19.3 Clear Floor Space. A clear floor space 30 in by 48 in (760 mm by 1220 mm) area (V complying with 4.2.4 shall be provided in front of a lavatory to allow forward approach. Clear Z floor space shall extend a maximum of 19 in (485 mm) underneath the lavatory. < 4,19.4 Exposed Pipes and Surfaces. Hot water and drain pipes under lavatories shall be V_ ry insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive x M surfaces under lavatories. �D Control area 4.19.6 Mirrors. Mirrors shall be mounted with the bottom edge of the reflecting surface no higher than 40 in (1015 mm) above the finish floor. U U I J J 4.20 Bathtubs (see figure #7 & 8) r r 4.20.3 Seat. An in -tub seat shall be provided as shown in [figure #7]. The structural strength t�pjcal 5ide BAC< 5iole- seat wall Back 15!de - control '­;�l of seats and their attachments shall comply with 4.26.3 Seats shall be mounted securely and (aa) 30 in, b� ioO in, 5tall w/ erab bars (bb) 36 in, ln� 36 in. 6tall w/ erab bars shall not slip during use. Am- NOTE: shower pan shown recessed 2" into Floor 4.20.6 Shower Unit. A shower spray unit with a hose at least 60 in (1525 mm) long that can PIGURM #12. to accomodate 1/2" max required curb be used both as a fixed shower head and as a hand-held shower shall be provided. 5howers see architectural plans For Further details Z 4.20.7 Bathtub enclosures, If provided, enclosures for bathtubs shall not obstruct controls or transfer from wheelchairs onto bathtub or into tubs. Enclosurs for bathtubs shall not have tracks 0 B mounted on their rims. E3 91 9ft its 9ft UJ IL U_ Z ty- A UJ IL LOTE x 1'2 i:njol Fe ha_ -A A IA I @ 2001, The Martin Architectural Gru., I 1 12 13 14 - 45 16 17 18 ' � - ' w^ -----'----~----- -'-- ---' -- --- - - � SPECIFICATIONS FOR DWELLING UNITS — Based on 24 max x=20-25 - Controls of the wrist. Force required to activate operable parts shall be 5 lb. max. IL aO' L 4V I GENERAL VE mount controls side wall opposite seat on transfer showers, Information contained on sheet ANSI-1 is intended to provide and on book *oU of roll -in Figure #12i detailed technical provisions for features within o dwelling unit. - A shower spray unit ahoU be provided with o hose 60^ long min., that can Scope requirements to determine units which must comply with be used as o fixed or hand held shower head. If on odjustib|e height the specifications herein are referenced elsewhere in the shower head mounted on q vertical bar is used, the bar shall be installed construction documents. These specifications in no way relieve not to obstruct the use of the grab bars.to X Wheelchair the contractor from obtaining and conforming with the standards _ Thresholds in shower ntoUo ohoU be 1/2^ high max. space .2 Forward referenced herein. E It It F/// Forward space _ Shower eou|oourou ahoU not obstruct controls or transfer into I to the shower. pa - Clear floor opoon for showers and other fixtures ahoU be permitted DACCESSIBLE ELEMENT5 & SPACESto overlap. 4.3 - ACCESSIBLE ROUTE 4.33.4 Kitchens Olostructed Side Reach Limit Forward Rea ch Over Unobstructed Side Unobstructed Foward to X An ouceaalb|e route eho|| be provided throughout the dwelling .4.1 Clearance between counters and all opposing woUs, counters, appliances P ISURS #3 an Obstruction Reach Limit Reach Limit unit consisting of: etc.. shall be 40^ minimum. Exception: U-shaped kitchens yho|| have 1. Level walking surface 60~ rnininnurn clearance. , Reach limits For wheelchair users. clear knee space, z to the clear space below thes obstruction 4� 2. Clear floor space at accessible elements .4.2 A n|wor floor space 30x48 that o||owm o forward or poro||e| approach which shall be at least as deep as the reach distance, x. ;L1 Note: Clear floor space is not required at by o person in a wheelchair oboU be provided at all appliances. �/� - -$ NOTE: x =he door doors unintended for passage .4.3 All operable ports of kitchen equipment and appliances shall be within go X width3. Clear width of 36^, and 32^ clear width for doors [See Figure # 1l reach ranges per [See Figure #3l Note: ALL doors shall meet 32~ clear opening except doors .4.4 At least one 30^ wide minimum section of counter shall provide o work unintended for passage surface surfooe that complies with the following requirements: [Figure # 15}It M lffi/// NNOWNW/m/ 4' Change of level of 1/4 or less; or 1/4~ to 1/2^ with - The counter shall be adjustable or replaceable as o unit at variable / beveled slope 1: 2 or less. heights between 28^ and 36^, nn000urod from floor to top of the counter surface, or shall be mounted at o fixed height of 34^ mo,. 4`13 Doors on on oocoosib|o route aho|| comply as follows: measured from the floor to the top of the counter surface. - Base cabinets, if provided' mhoU be rornuvoob|e under the full 30 in.CN 4.13.4 Double -Leaf Doorways At least one of the active leaves of doorways with two minimum frontage of the counter. The finished floor oho|| extend independently operated leaves serving non -storage areas oho|| comply with 4.13.5 and under the counter to the wall. 4.13.5. _ Counter th�c�nesm ond suppurting �truoture uho!| extend 2^ maximum4-13.5 Clear Width. Doorways mho|| have o clear opening of 32 in (815 nnrn) minimum with clear -4 max n �A n NOTE: s=4 in. I F th(! 70-4 over the required clear oreo dour open yO degrees [Figure #1l Clear opening shall be measured b�twe*n t�e fooe of d:*r _ A clear floor space of 5O^x-8~ minimum aho|| o||o° o forward approach N Floor has both a , loser a 6 a latch and stop. to the counter. The clear floor space oho|| be permitted to extend space 4.1I6 Maneuvering Clearances at Doors. Minimum maneuvering clearances aho|| comply with 19^ nox'underneoth the oounter' The knee apoco nho|| hovo o c|eor[Figure #2] width nfJO^ minimum. FISURE #10 Location of Grab Bar Reinforcements For Adaptable Water Closets 4.13.7 Two Doors in Series. Space between two hinged or pivoted doors in aori*n shall be - There shall be no sharp or obrno'�* ourfoo*a under such counters.48 in. minimum plus the width of any door swinging into the space. Doors in series shall swing either in some direction or away from space between doors. .4.5 8ink, and surrounding counter shall comply with the following requirements: 4.13.8 Thresholds at Doorways. Threoho|ds, if pro,ided, at doorways aho|| be 1/2 in high [See Figure � 14l maximum except that thresholds for exterior residential sliding doors ohoU be 3/4 in high ' -Back Adaptable Bathroom ' - The sink and surrounding counter ohoU be adjustable or replaceable as o unit Water closets 54" min. 1. rnoxirnunn' . , vi at variable heights between 28 ond J8 ' measured from floor to top of the 420 4`1I9 Door Hardware. Handles, pu||o. |otchoe` |ocha, and other opo/ob!o parts on accessible counter surfoco, or shall be mounted at o fixed height of 34^ mox, doors oho|| have o shape that is easy to grasp with one hand and does not require tight measured from the floor to the top of the counter surface.I I toilet paper Water closet Clear Floor spare. has a closer grosping, tight pinching, or twisting of the wrist to operate. Such hardware oho|| be - Where sinks are ivoto||nd to be adjustable in height rough-�n plumbing oh�|| Pro MdA. mounted within reach rongeo [See Figure #3l When sliding doors are in the fully open C115p, $er Note- erabloars are shown but be located to accept connections of supply and drain pipes for sinks mountedpouition. operating hardware aho|| be exposed and usable from both sides. at the height of 28". " not required at time of construction 4.13.10 Door Closers. Door closers uho|| be adjusted so that from on open position of AD degrees, - The depth of sink bowl ahcd| be 8 1/2^ maximum. Only one bowl of double- M has a Close the time required to move the door to on open position of 12 degrees will be 5 seconds bowl or triple bowl sinks need to meet this requirement. minimum. - Faucets shall not require tight graapiog, pinohing, or twisting of the 4-13'11 Door Opening Force. Fire doors shall hove the rnininnunn opening force allowable by the wrist. Force required to activate operable ports uhoU be 5 |b. max. appropriate administrative outhority. The required force for pushing open or pulling open - Boe� cabinets, if provided, shall be be romoveob|o under th� fuU 38 in` doors other than firm doors oho|| be as follows: minimum�=' onto of the counter. The finished floor shall extend Location of Grab Bars For Usable Water Closets . %1. - interior hinged door: �.Q |b (22.2N) maximummaximumunder the counter to the *oU e Clear Floc ---I III - sliding/folding door: 5.0 |b (22.2N) maximum. - Counter thickness and support.ng structure shall extend 2^ rnonimurn Note: These forces do not apply to the force required to retract latch bolts or disengage other over the required daor o�eo, Clear FEW Medicine devices that hold the door in o closed position. - A clear floor space of 30x48, rninirnunn sho|l allow o forward approachXON NX, IS' ma cabinet provide l2^ per FHA l of o|| to the counter. The clear Mnmr space ahoU be permitted to extend L13.14 Door Surface. The bottom 10~ [ proSO L Side doors except automatic doorm, power assisted doors, and sliding doors eho|| have o smooth 19" max. underneath the counter. The knee space shall have a clear 0 ,-Mirror uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating o width of 30^ minimum. Q) Ell When narrow stile and roil doors �r* used, 12 n hmiimum. There ho|| be nsharp or abrasive surfaces under such cunturtrap or hazardous omndition' smooth panel, extending the full width of the door, ehoU be installed on the push side(s) of the Water supply and drain pipes under sink ohoU be insulated or otherwise door which will allow the door to be opened by o wheelchair footrest without creating o trap or configured to protect against oontocLClear clear //g/ hazardous condition. Cavities created by kick p|otno nhoU be copped.or Fle Floor Clear i Q) .4.8 Ranges and onoktopo ahoU comply with the following: 4.3J - DWELLING UNITS - A clear floor ep000 �0^x48^ that o||nwa o forward or parallel approach by o person in o wheelchair shall be provided at oU appliances. All units which are designated to comply with the technical requirements - All operable ports of kitchen equipment and ond opp|ionoao shall be within lu herein are designed o� ADAPTABLE units. Lnou| codes nnoy designate o percentage of units reach rongeo per [S�� Figure ��l which must be made USABLE., nee requirements noted elsewhere in the drawing set. The project ` ^� owner ahoU designate which unite are to be mode uaob|o during the construction - |( ovens or 000ktop� hove kmee upocou und�rn�oth. [Figure ��4 �imUorI they ahoU be insulated or otherwise protected on the exposed contact Roll -In T�pe Shower roo, min. ­\ toe clearance 4.33'3 Bothnzonxn Surfaces for protection against burns, abrasions, or e|*othco| shock` . The clear floor space shall be permitted to overlap the knee-spoce. Clear floor spare at bathtubs. = Shower controls Clea nce .3.1 Doors ohoU not swing into required clear flour space for any fixture if provided, by 19^ maximum. Lavatories Fixture Exceptions: - The location of controls for ranges and cooktopu ahoU not require -toilet or bathroom for individual use only, or reaching ourouo burners -clear floor space of 30- x 48- provided beyond arc of door awing blocking[�ae Figure � 5 �4.7 Range and �uOvens oocomply �h the following: U~�~ .3.2.1 Water closets to be in corner of the adaptable bathroom [see Figure # 4] -greater than or equal to 48" clear space required in front of bowl &from side wall A o|nor floor epoom JO-x4B' that oUo�� o forward or parallelapproach =' ==�»e� OEM MIN 18^from centerline of water closet to ncc*oaib[o lavatory by m person in o wheelchair shall be provided at all appliances. -greater than or equal to -greater than or equal to 18° from centerline of water closet to wall - All operable parts of kitchen equipment and appliances eho|| be within -clear ePooa may be on either side of water closet reach ranges [See Figure - -- Ovens shall be om|f cleaning typo OR be located adjacent to the clear CONTROL�� �| .3,2.2 Water closet seat greater than or equal to 15, to |eao than or equalto 1g, work space with adjustable height counter [Fig. # 13l FIX 8s .3.2.3 Structural reinforcement and grab bars (grab bars as directed) shall maximum . measured from the floor to the top of the toilet seat. [See Fig. #5] At side opening ovens, the door latch side shall be next to the open counter () A pull out shelf under side |otooven doors provided, extending provided [See Figure 'Crob bars shall comply with the following: NINthe full width of the oven and pulling out 1O,minimum when fully extended. - size Per [Figure #5] Ovens shall have controls on the front panels. Controls shall be permittedEFoo�both conditions BACK- with insert seat ` �s AcK- with built m seat ` both con |too_ns- position per Lng«re # 5l - shall be free of sharp or ob/opiv* edgea, all edges 1/8, min. radius to be located on either side of the door' ^ .. ` - shall not rotate within their fitti ngs .4.8 Refrigerator / Freezers uhoU comply with the following: connueci - - - shall resist all loads at any point in any direction with 250 lb. force. - A clear floor space 30"x48" that allows a forward or parallel approach under removeable cabinet under removeable Cabinet .3.2.4 Toilet paper dispenser shall comply with [Figure # 5] by o person in o wheelchair ahoU be provided at all appliances. (a) Before removal of base cabinet (b) Cabinets and Base Removed and 7/////7— 77777- XMI - All operable ports of kitchen equipment and appliances ehoU be within and lowering of of wall cabinet Height Alternatives 111 4.33-3.3 Lavatory, Mirrors. and Medicine cabinets reach rongee [See Figure #3l .3.3`1 The lavatory shall comply with [ Figure # G] and as follows: _ Side by aide combination freezer and refrigerator appliances ohoU have at ~� - Lavatory rim nho|i be 34" rnox' above floor and clearance of 29^ min. |uout 50 percent of the freezer space and at least 50 percent of theKitchen work space P.M. -AMY CARPENTER from the floor to the bottom of the front edge of the oprmn. refrigerator space located 54^ maximum above the floor.CONTROL - Fixture shall oxtond 17~ m�n. �om �o|i C|oor knee sp000 nho|| be o� - Other combination refrigerators or freezers ahoU have at |�oot 5O percent � shown in [Figure �8l Clear too epoms shall be oa shown in [Figure �Sl of the freezer space and 1O8 percent of the refrigerator space and controls Fill SEAT The dip of the overflow oho|| be ignored when checking the clearances. 54^ maximum above the floor. Freezers with less than 100 percent of Caulk joint suppl� lines 30" min. L -1343-01 - C|oor floor space 30^ x 48^ min. mhoU be provided to allow o forward the storage volume within the iinni(m specified in [figure # 3] shall be the at counter split PROJECT NO.:15 N/l/ clear approach and ahoU extend lg^ maximum under the |ovotory self -defrosting type. - Water supply and drain pipes under |owztorina ohoU be insulated or There mhobe no oter�iae configured to protect against contact. .4�Q Dishwashers shall comply with the following: A clear floor space 3Dx48that allows o forward or parallel approach sharp or abrasive surfaces under lavatories. by a person in o wheelchair ohoU be provided at all appliances. Bathtub eralobar installation - Faucets ohoU not require tight groepk`g, pinching' or twisting of the All operable ports of kitchen equipment and appliances shall be within i t Frequired t ti te ob| t shall b 5 |b / wrist. Force o activate operable ports m o o . max. reach ranges [See Figure #3l Base cabinets below lavatories yhcd| be rernoveob|e to provide clearances ~ Bathtubs .3.3.2 - Dishwashers ehoU have all rock space accessible from the front of the77777 below the lavatory per [Figure # 6l machine fmr |ooding ond un|�ocOng diuhes .3.3.3 Medicine cabinets provided above the lavatory ohoU be located with o net under removeab cabinet max. area usable shelf 441n. max. above the floor, and aho|| have o 30^x 48"YX AN clear4�or f|oor opoce� [Seo Figuro � Jl for r�och c|�orono*a� �4.1O Kit Storoge nhoshallcomp|y ��th tha hd|owing�In tall piece 22" 1 - A clear floor space 30"x48^ that o||uwo o forward or parallel approach '33'3'4 Bathtubs by o person in o wheelchair ohcd| be provided at all storage areas. (a) Before Removeral or Cabinets (b) Cabinets and Bass Removed and and Bass Height Alternatives .3,4.1 Clear Moor op000 shall be provided in front of tubs. 30^x60^ for poro||o| (cobineto, drowaru, and shelf storage). F Sec Figure # 3] approach and 48^x6D^ for forward approach [Fig. #7]. Lavatories shall be - At least one shelf of all wall cabinets or storage shelves allowed at hood of tub when in compliance with n|*oronoea herein. mounted above all work counters ohcA| be 48^ minimum .3.4.2 A rennmwaob|e in -tub seat or o permanent seat shall be provided- above the floor. [See Figure # 13I [Figures #7 and #8]. Seats eho|l be built-in or mounted securely and - Door pulls or handles nhoU be mounted as n|000 to the bottom of lix 1/1 ry I Y: V) ahoU not slip during use. Seats nhoU resist any load in any direction the cabinet doors as possible. Door pulls or handles for boym with o force up to 250 |b. cabinets ohoU be mounted as close to the top of the cabinet doors 2. Provide pull out board with +4p­-,,=­a­l S1,de aAC< -Side- seat wall Back 5i �;l 9 ­ontrn -all .3.4.3 Structural reinforcement and grab bore (grab bars as directed) shall as possible. side opening door (a) 30 in. lb� roo in. Stall (b) 3& in. lo� 3ro in, Stall be provided [See Figure #8] Grob bars ohall comply with the following: 4'33.5 Laundry Facilities 3. Clear open work space (See Figure W - size per [Figure #11] 4. Bottom hinge door W '5 Laundry facilities located within the dwelling unit, or separate facilities serving more45 - position per [Figure # 8] than one unit`shall comply with the following5, Range oven 21" - shall be free of sharp or abrasive edges, all edges 1/8^min. radius _ A clear floor space 30"x48~thot allows forward or poroUn| approach Contro - shall not rotate within their fittings by o person in o wheelchair ohok be provided at all appliances. area Z - mhoU resist all |uoda at any point in any direction with 250 |b. force. _ AU oparob|e ports of kitchen equipment ond opp|�onoeo �ho|| be ��thiu .3.4.4 Faucets shall not require tight groaping, pinching, or twisting of the ^ reach ranges per [Sec. Figure �Jl no J4L___J L - - - J L Z ry wrist. Force required to activate operable parts shall be 5 |b. max. ` ' �� .3.4.5 A shower spray unit aho|| be provided with o hose GO" long min., that can - Operable ports aho|l not require tight gros97ng, pinching, or twisting of the be used as o fixed or hand held shower head. If an odjuut|b|e height wrist. Force required to o��ivot� operable parts yhoH be 5 |b. max. shower head mounted on o vertical bar is used, the bar shall be installed - Accessible washing nnoohio*s and clothes dryers in common -use not to obstruct the use of the grab bars. laundry rooms shall be front loading. 4.33.3.5 Showers �0� .I5 Showers and| rnnat the following requirements: - Transfer type showers ohoU be 36"x]8~door, with clear floor space of 38^x48~ [See Figure #Q.] � - Roll -in type showers 30^x 60~ minimum clear [See Figure #8].121COUROM IL - An optional shower neot, folding or non -folding, mounted opposite controls, Ovens oven is provided. Showers see architectural plans For Further details ~ and resisting all |nodo in any direction with 250 |b force. [Figure 01. --- �� ' . `�� � - Blocking for seat nhoU be provided in oU conee. [See Figure #18l ' ' �� --= - Gnot ohcH| mount 17, to 19" above the shower floor ^ -- � � - Structural reinforcement and grab bars (grab bars as directed) oho|| be provided See Figure #12l Grob �oru ohoU comply with the following: � - size per [Figure #11l 0�� - position p-. ~ / [Figure - 12l ~~�' ^ - shall be free of sharp or abrasive edges, all edges 1/0. min. radius - shall not rotate within their fittings �� � m�- �~� --- �N� - eho|| resist all loads at any point in any direction with 250 |b force. �_ ��� ' ' ^�- -~�. �r -�' � _~ . v __ m0 um NN -� ` ~~ � —= 14 45 16 17 18 19 I "te 00 Q0 cz It .04 zz z o cz, a Z-- Z��O. w LU LU F- B IN Uj w CH K'D: I P.M. -AMY CARPENTER P.A. -TIM WENTZ PROJECT NO.:15-1343-01 < cli w hi _j z 0- m M c 2001, The Martin Architeetural Group D EXIT lorl- S TAHR_ TOTAL OCC. LOAD --(RE5/OTHFR)=52/-1r8 REQ'D UJIDTH=(2.5 UNIT5)=59>' PROVIDED WIDTH=&O' EXIT 01 DOOR TOTAL OCC. LOAD m(RES/OTHER)m52/'1rS. REQ'D UJIDTH=(2 UNITS)=44" PROVIDED U)IDTH=44' EXIT EXIT EXIT #I /Room AREAS Nys CoCM- - 11BIB5 LOWER LEVEL OCCUPANC11101 / Room AREAS Nys COOE - 11BIBB, LOWER LEVEL orocupANIC"r /Room AREAS Nye coos - 11BIB5 LOWER LEVEL OCCUPAINVIr /Room AREAS N*Tos COOE - 11BIB5 LOWER LEVEL EXIT rAf=ACIT`r Nys col:>E - 1SIB5 No_1p_ LOWER LEVEL - DOORS I UNIT a 22* MAW ROOM SPACE C.ALCXILATION e$F-./PER$M AREA OCCUPANCY LOAD MARK Room SPACE CALCULATION ?SF.1P5-RSOK) AREA OCCUPANCY* LOAD MARK Room SPACE CALCULATION (6F./PERSON) 00CUPANCY LOAD MARK ROOM I SPACE ICAL CULATION (spiftftow AREA (NET sp.) OCCUPANCY LOAD EXIT OCCUPANT LOAD RES/oTteR MK UADT14 REaD OCC. /60 v I UNIT (REW 0= /w. I UNIT(OTI-Ew TOTAL RECIT) W10114 PROVID WIDTW wo ELECTRICAL I" S30 5 Iss MEDIA ACTUAL 4W 20 no PACKAGE ROOM 23 N/A RESIDENTIAL WW. 1 15 WASITABLE 11,21S so 101 WALLARECEIVws WA 1-06 POWDER filb� WA mI ADMIIIIISTRATICK 200 *6 1 1A W6 .3 + �s * I unft 22. 4V W2 MECNANICAl km 9 131 5EAUTY43ARBER w 344 1 3 1712 00NFEREI%ICE RM 200 /,\I P6 I 2A MM6 .3 +s a lunit 22- 103 YESTI13ULE WA 138 1 WALL N/A 3A wiry 3 +.a * I UnIt 22- 40A 104 TRASW 221 WA 13S Pojx'>ER Room s"r WA �114 TRASW 61 4A wev .3 +0 1, 1 umft 22' 40- ws MAINT04AW-Z boo WA 140 WALL N/A lw-:7 7-7z�� -*6 LOUoIERLEVEL; 54 20 SF LE L AD�� 2�� PERS TOT: L=R E S01I* 1 �� A or LOAD AS NOTED WERE APPLICABLE SA I"ev 3 + Z * I UnIt 22- 40 W6 MAINT. OFFICE 200 1 t4l OFFICE w 153 1 116 WALL WA 6A W& 3 +0 a I unit 22- 40' 101 FIRE I`*U'1P 204 NIA 142 P14YSICIAN w 386 3 m NOT USED I w1ro 3 + Z a I unit 22' 12' 108 WOMEN11I Room 2W N/A 143 EXAM I" t2a, I tio RECyCLws V N/A a -16 1 unit 22' 12, m MENS SIOCIM 2W WA 144 EXAM 1w 143 1 MIS POWER F41 50 N/A 9 1 um1t 22- '12- lie LINEN $TOR. 100 N/A t45 SAW, w *2 1 to 1"& 3 +0 a I umit 22. 12. III Em 4S N/A 146 WALL NIA 11 0 + 05 a I unit 22' 112 JANITOR 25 NIA 141 TENANT STORAGE 2bo ISO a DINW.1 COURT is (PAYED AREA) 1140 "1 12 o/s 0 + AVS a I UMIt 22- 3�6 113 EMPLOYEE LOLWSE 5 4.v* 2S wo ELECTRICAL lee S11 I GARDEN COMT ACTUAL 40 13 114 SOILED LALOCRY ACTUAL S2 1 149 eEATWs T5 302 25 OCCUPANCY CLASSIFICATION: USE GROUP. 153 UJ/ ACCESSORY USE$ FULLY SPRINKLERED - NFPA 13 L 2ISTANaffA, MAX#*1UM ALLOWED TRAVEL DISTANCE. W'-%* + 25% REOV 8PRNKLER INCREASE * W'-S*) ACTUAL MAXIMUM TRAVEL DISTANCE- BUS MAXIMUM ALLOJED TRAVEL DISTANCE- 250-0' (U)/ SI=RWJ ACTUAL MAXIMUM TRAVEL DISTANCE- W'-ff 1/2' 4 -SLY AQ=%AM ASSEI MAXIMUM ALLOUSD TRAVEL DISTANCE. 200'-V* (11.1/ SPRIIIIK.) ACTUAL MAX9`tM TRAVEL DIWANCEs laSI-V MAXff'UM DEAD END C4RRIDORr 20-0' ACTUAL MAXIMUM DEAD END CORRID01114, 20-0* 14 115 CLEAN LAIINr�W ACTUAL Iss 1 1w 14ALL N/A is t 06 BUILOWS LAU1%VRY ACTUAL 252 2 Ist LIVM 11110CM m 66S A.", LOWER LEVEL I STAIRS LICUOR STORAGE w WA M-2 SEWICE PANTRY ACTUAL 55 1 PAPER STORAGE — sI N/A I" PRIVATE ONNG m 234 V* STAIR OC4::UPANT LOAD RE$IOT;4r-R MIK WIDTH REOV 0= /40 * I UNIT (RES.)+ OCC. /60- 1 LNIT(CT�MRJI TOTAL REOV WI WOTk us DRY STORAGE 402 N/A 154 SEATWs 16 2.4S Y& CHEFS OFFICE 200 16 1 mr2 MAIL ROOM me N/A 121 KITC44EN ACTUAL 1031 20 1516 WALL NIA 2 W& 1_� - 2 units 44* 122 WOUSEKEEPM 4912 N/A 151 MEN 56 N/A 23� LAUNDRY 112 N/A WOMEN 41 N/A LOWER LEVEL - EXIT CORRIt:>ORS 124 OFFICE 200 w I LIBRARY so 546 11 125. POWDER ROOM be WA 160 WALL N/A STAIR OCCUPANT LOAD RESjOTI4ER MIR WIDTH REOV OCC. /40 - I UNIT (RES.)+ OCC. /60- 1 UNIT(OTHER) TOTAL REOV WI0T;4 PROVO WIPTH 126 PRIVATE rXrrY P3 sm 33 OFFICE$ ACTUAL 2w 3 121 CLUB ROOM Is sw 40 OFFICE 200 t2l I 12S 1 BARILOUWIE is 465 31 WARM -LIP 200 161 1 1 52/16 13 +13 - 2.5 units 56. WALL NIA COPY 200 S3 1 3 52/16 13 + 1.3 - 23 unit* 56. 0INIwx Room 5 2910 IS4 CLOSNG 200 124 1 NOTE COMBINED OCCUPANT LOAD - 3/4 TOTAL LOAD 11 1 WALL N/A I RECEPTION 200 146A _J1 W EMR a's N/A WAITM 15 203' 14 133 MEN ROOM lie N/A RECEPTION WALL 504 NIA Lu womEws Room 204 WA Wa VEST15ULE 5101 N/A NOTE - INTERIOR TRIM IN EXITS, STAIRWAYS AND CORRIDOR$ SHALL BE NON-COMBUSTIBLE OR FIRE -RETARDANT AS PER NY$ CODE 140.4 AL L \j -�j OFFICE g— I nx 139 NURSE [1241 1[g E= UND.I* I LIQUO PAPER/ F123 w L� L17 4 LINEN 3 141 EXIT LLoj6 EMPLOYEE 118 HOUSEKFNG EXIT i i0i L I LOUNGE COLUMN$ AS PER PHYSICIAN UL - XS,28 (TYPJ MEDIA [1� 1 �42 KITCHEN DRY IVATE DUTY BAR5EIR STORAGE UNGE CLUB ROOM fBAR/LOUNGE 5TAI BEAUTY F a8D #2 M 07­111 IN 43Y F !=� INS # .......... .... .. Alt ... JK ----------- 501L. ClE 02 ELEC. TRASH EXIT \_2 44R RATED F_ lij 115 SEPARAT ON WALL , 1�oo EXIT Fl-04-1 I= L E W AS PER UlLf U4M 3 WR RATED HALL 9 " COLUMN5 AS PER ELE H10 UL X520 (TYP. FOR 4,) A ]jj BLDG. Bi DINING L31 M LAUND. 0 161 2 WR UNIT E IT (m—: F-1 NOTE: PRO IDE FZ DRAFT CURTAIN RATED 5 HALL *q EX , Ell T EXIT 4 INS I RECYCLEI 3 WR RATE COLUMNS AS PER UL X-528 (TYP. FOR 3) [ILD MAINT. 00 3 WR RATED SSAPJW3 WALL AS PER UL - UW4 (TYPICAL) MECH 3 WR RATED EXT.F102 FIRE PUMP F1071 15EARNG WALL A5 PER UL UW4 (TYPICAL) E V OFF EXIT 012 UNIT E ftT: SW A2n t2jo 0, 1 R RATED T SEP WALL AS PE U420 El o UNIT —i- __ 1 am SW A= tu A EXIT EXIT 04 DOOR TOTAL OCC. LOAD-(RES/OTHER)=52/'1e 1*4 REa'D WIDTH-(2 UNITS)=44' EXIT PROVIDED WIDTH=44' EXI 184 UNIT DI SEE OWT A216 (TYO�03 r---- AS PER UL I U914 4, SEARING WALL 3 I-R RATED L *4 88'-10' - TRAVEL DISTANCE 04A iEXIT 4 1 E �11 T 3_4 v,�,, I I jjjj\;�! < UNIT UNIT 5 5 SNE 11WT A114 SEE SW A2.14 P-1-04 U�j 1 24'5ELOW CLa 0 DOORS $M &irr AZ14 UN T TO DINIWS RCOM (TYP.) U) 5 � 4 SEE &4T A2.14 KITCHEN EXIT n Lia E ITO TRAVEL DISTANCE SToo I'U14 R RATED EXI EXIT 2 1A COLUMN$ AS F I PER UL - )C721 (TYP, FOR 4) EXIT 64ATING r 9 L, OCATION OF SLOG EXP JOINT h UNIT UNIT 5 5 WE SW A*14 SEE &4T A214 L < El HALL CIORRI WALL 0OR AS PER UL I U415 aLo I I$, -(TYPICAL) 0 v _�v 2 10 - — — — i 1 UNIT UNIT 52 52 OES $W Atli "10 5 69E &4T AZ14 "10 T 3 HR RATED XIT COLUMNS AS PER UL X528 (TYP.) 4 I WR RATED CORRIDOR WALL AS FIER UL U4115 (TYPICAL) HALL L.J1 aLl -0 DINING EXIT EXIT L IVING ROOM B i4R RATED COLUMN$ AS PER EXIT UL X529 (TYP�) Lz E>1 Lf q 0- F13-0-C] SEATING EXIT EXIT 51-01 sm 15ERV PRIVATE EXIT A- ExP JOINT GARDEN COURTYARD MAX. OCCUPANCY 40 PERSONS ... .................... COPY F166 F1 731 G (D OFF E5 SEC. rAl_T OW-V - TRAVEL DISTANCE EXIT RECEPTION HALL FI-6-8-1 1 4 UNIT 4 OFFICE UJARM-Up CL05ING WAITING EXIT 2 RATED al WE SW A2,14 FFICE OFFICE Li� aLl F1 r, LL67 j 172 VEST 17 JO F1 L EXIT � : Fol EXIT EXIT K EXIT 05 DOOR F TOTAL OCC. LOAD=(RE5/OTHEPJ=52/'16 REOV U)IDTH=(2 UNITS)=44' 0 0 0 0 PROVIDED WIDTI-1=60' PORTE COCHERE //--� 1.0LUER L.EVE1. L IFES4RET"'Ito PLAN 0 0 1— � I � FLN-5 5CALE: NT& LrMrSNO 3 HOUR FIRE RATED PARTITION 2 HOUR FIRE RATED PARTITION I HOUR FIRE RATED PARTITION EXIT SIGN 0 FIRE EXTINGUISHER F-01 FIRE EXTINGUISHER CA51NET FE. 6EMI - RECESSED SMOKE DETECTOR FIRE PROTECTION REQUIREMENT6 iRATING PER TABLE U.L. EXTERIOR LOAD BEARIWS.- 3HR US04 INTERIOR LOAD 5RG PARTITION- 3HR UW4 INTERIOR LOAD aRG COLUMN.- 3 HR- X52a EXIT ENCLOSURES. 2 HIP, UIB04 SHAFTS (ELEVATORS): 2 Hp- UIB04 SHAFTS (OTHER THAN ELEVATOIRS�-. 2 WR U436 _ (SECT 13'14(dX1)) I Hp� U411B _CORRIDOR6- DWELLING UNIT SEPARATIONS-. I HIP, U411B SMOKE BARRIERS. I HR.' — U411B FLOOR CONSTRUCTION. 2 HIP, JS14 ROOF CONSTR�UCTION- I HR. EXTERIOR WALI-S TWAT ARE NOT LOAD -BEARING, ARE NOT REQUIRED TO BE RATED ENTIRE BUILDING TO BE EQUIPPED WITH AUTOMATIC SPRINKLERS IN ACCORDANCE W/ NFPA 13 ENTIRE BUILDING TO BE EQUIPPED WITH EMERGENCY POWER TO FROVIDE EXIT LIGHTING AT STAIRS, CORRIDORS, EXIT$, ETC. ($;=I= ELECTRICAL PLANS) - ALL SMOKE DETECTOR$ TO BE HARD WIRED WITH BATTERY BACK-UP - PROVIDE FIRE EXTINGUISHER IN KITCHEN (121) (MIN 10-B RATING) - REFIR TO SPRINKLER DRAWINGS FOR GENERAL SPRINKLER LAYOUT. SPRINKLER SYSTEM DESIGN AND INSTALLATION TO BE DONE BY SPRINKLER CONTRACTOR MAX. CORRIDOR LENGTH BETWEEN SMOKE DOOR$ 100'-0* FLUSH STEEL ANGLE BEAMS IN CORIDORS ARE TO BE SPRAY FIREPROOFED MIN. 3 HR RATING EXIT i(g IT TENAN LL STORAGE SMOKE ST _01T 84'-r7* - TRAVEL DISTANCE &IT - till cc) ELEC, F- 1-1481 IR *3 UNIT 13 4 UNIT SF�f UNIT _A2M C : B r.E, $9E iHT A234 IU151 3 HR RATED MM SW A2Z 5 Im 1 5EARING WALL EXIT [U�l A4 A5 PER UL LM14 I (TYPICAL) 71 F UNIT UNIT 13� 51 151 WE SWT A2A SEE $WT A234 7 UNIT IS SHE 514T A214 W5 ITA EXIT $3 STAIR TOTAL OCC. LOAD=(RES/OTHFR)=52/"19> REO'D WIDTH=(23 UNITS)x5j9>' PROVIDED UJIDTHtroV EXIT 03 DOOR C. LOAD =(RES/OTHER)=52/'1(o TOTAL Or - PROVIDED U)IDTH=44' AS$ CEILING (TYP, WHERE HATCHZO) UNEXCAVATED SEE SW A= [6261 G 1 AA 75 1 J861 F- 0 D L 3 WR RAT COLUMN$ ED) PER UL X526 (TYP.�, UNIT EXIT 9 SEE ow AM FU 1-2-51 EXIT EXIT *)g> DOOR TOTAL OCC. LOAD =(RE$/OTHER)m52/*16 REQ'D WIDTH=(2 UNIT.S)=44' PROVIDED UJI0TH=&0* EXIT EXIT AS PER UL U420 1E ID C .JlrA W. 4 g Ell* E-4 L) cq C-1 z <:> pz z 0 zo Z_ w w 0 d) �: U1,J) � 7 _q I-- d) w ZZI �: lu 0 z:r ff C H K'D: P,M. AMY CARPENTER P.A. :TIM WENTZ PROJECT NO.:15-1343-01 < "-, ! z: -_ n , F_ - df) C) 1 C'4 fj� , z w (f) Z �D 0 s) — LLI w Li _j Li 0L < u C):� 13 z lid z M OL ff _q 1 < 0 <1 a) it 41 0) I_ 0 A 0 11 12 13 14 45 16 17 18 19 1A 2001, The Martin Architectural Group E I c B TOTAL O= LOAr> (RE$/0TWM fREQv WIDTH - 44' PROICED WL [T� 44' tnL or,roufmANVTO / fecom AREA5 N*116 MAIN LEVEL crocupANCI*r / ROOM AREAS MAIN LEVEL EXIT CAPACIT'ro MAIN LIEVEL - DOORS TUNIT a 22* MARK R� SPACE CALCU-ATION (SPAMERSON) AREA OCCUPAW-Y LOAD IAW, I ROOM SPACE CALCULATION (SPAMER62ON) AREA _06T­ctr.� OCCUPANCY LOAD EXIT 0 OCCUPANT LOAD lws/OT�alk MIN, UROTW REQ%) O= /60 * I UNIT (RESJ + Oca. /w. I LINIT(CYTWER) TOTAL IQEQ'C> 111074 F'RWO WIDT14 200 TRA$W 44 NZA RESIDENTIAl Wwa -m wAsrrAeLEI 2-2- un 201 WALL N/A 1 5012s .8 + 21 -ts 34* 40' 202 FtTNES$ bo aw is 2 50125 A + 21 0-35 34* 40* 203 OFFICE 200 at 1 ;LOOR AREA 3 50/25 .8 * 21 -IS 34' 40' 204 WALL N/A 4 50/2!.,� 1 .8 + 21 st-5 34� 40' 205 WALL WA MAIN LEVEL- F*,121B SP. TOTAL MAIN LEVEL LOAD: 451 1`�ERSONS POST EACI-4 SPACE UATW LOAD AS NOTED U"M APPLICABLE 5 W/25 .0 -.2-1 -IS 3W 40' 206 ELECTRIC ROOM bw SIT I C, bota 0 + 21 -IS 3,V 40* 29n ACTIVITY ROOM Is 44ci 30 MAIN LEVEL rpTAIRS 206 WOU$EKEEPWs is NZA 20S TRASW RM 121 NZA 210 MEN sl NZA 211 WALL WA STAIR OCCUPANT LOAD RES./oTwER MIN. UOTH REQD OCC. /40 - I UNIT (REW+ OCC. /&0- 1 UNIVOTWER) TOTAL firEOV WIDTw PROVO W10114 212 uk'AltEN 1:31 NZA 213 NOT USED Llr==.SAT'=ET*r SUrvl�AR`r 214 GMACE CREAM 50 286 OCCUPANCY CLA561FICATION: USE GROUP: 53 W/ ACCESSORY US;:-'$ FULLY 6PRINKLERED - NFPA 13 TE&aL rxkTAW,=,&� REMSIDENTIAL MAXIM" ALI 0 TRAVEL DWANCEz (15'-o' + 2EM RRO'D V*RWLER INCREASE * W'-4b*) ACTUAL MAXIMLM TRAVEL DISTANCE-. W-4' AC-CE-4609Y Aftz=y MAXIMM 41 1 OU,150 TRAVEL DWANCEi W'-O* (1111 $PRINK,) ACTUAL MAXIMI.MTRAVEL DISTANCE. 11V-O* MAX"LM DEAD END CORRIDM- 20'-C* ACTUAL MAXMLM DEAD ENO CADRIPMORt 20-0' 1 50/25 LS +.4 -2 44' lei :�A 3 50/25 13 +.4 *2 44* 216 NOT USED 4 50/125 LS +.4 *2 1 44* 1 44' N/A S, 60125---t U +A S2 44' 44. 210 WALL NIA 6 50125 L!� +.4 *2 44* 44* 21S WALL N/A MAIN LEVEL 5XIT ACCE66 CORR10OR 220 ELECTRIC ROOM 100 60 1 221 CARDS is 410 — 21 222 CArE Is W3 65 STAIR CCCUPANT LOAD RsSjoTwm MfN. TH RE42V OCC. 140 - I UNIT (REW+ OCC. /"* I UNIT(OTWER) TOTAL REQ'D WIDTI4 Mle�P WIDT14 2 50/2S 13 +.4 *2 44' 6V 3 �­IR RATED INTERIOR LOAD BEARING UALL L rm G 5ND 3 HOUR FIRE RATED PARTITION 2 HOUR FIIRE RATED PARTITION I HOUR FIRE RATED PARTITION EXIT SIGN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET F-01 SEMI - REc SMOKE DETECTOR EIRE PROTECTION REQUIREMENT5 RATING PER TABLE 11-104 U.L. EXTERIOR LOAD BEARING: 3 Hp, UIB04A INTERIOR LOAD 5f;43 PARTITION: 3 Hp, UeO4 INTERIOR LOAD 5R3 COLLIMN� 3 WR X528 EXIT ENCLOSURES: 2 HR. U1504 "WAFT$ (ELEVATORS1 2 HR. UW4 SHAFTS (OTHER THAN ELEVATORS1 2 Hf;�_, U43a CORRIDORS: (SECT 13'B.4(cIX'V) I HP, U41e DWELLING UNIT SEPARATIONS: I HR U41e SMOKE BARRIERS- I HIP- U41e FLOOR CONSTRUCTION: 2 Hp, JIB14 ROOF CONSTRUCTION- 114P, J,518 T - EXTERIOR WALL6 THAT ARE NOT LOAD-5EARING, ARE NOT REQUIRED TO BE RATED - ENTIRE BUILDING TO BE EOUIPPED WITH AUTOMATIC SPRINKLERS N ACCORI-->ANCE W/ NFPA 13 - ENTIRE BUILDING TO 15E EOUIPPED WITH EMERSENCY POWER TO PROVIDE EXIT LIGHTING AT STAIRS, CORRIDORSj EXITS, ETC. (SEE ELECTRICAL PLANS) - ALL SMOKE DETECTORS TO BE HARD WIRED WITH BATTERY 5ACK-UP - PROVIDE FIRE EXTINGUISHER IN KITCHEN (121) (MIN 10-5 RATING) - REFR TO SPRINKLER DRAWINGS FOR GENERAL SPRINKLER LAYOUT. SPRINKLER SYSTEM DESIGN AND INSTALLATION TO BE DONE BY SPRINKLER CONTRACTOR - MAX. CORRIDOR LENGTH BETWEEN SMOKE DOORS = 100'-0' - FLUSH STEEL ANGLE BEAMS IN CORIDORS ARE TO BE SPRAY FIREPROOFED - MIN. 3 HR RATING 3 qR RATED EXT. BEARING WALL PER UL 0 UW4 (TYP,) EAFIN Flal I I I r*IAIN LEVEL LIFESARST)e PLAN FLN — I 6CALE. NT6 STAIR ENCLOSURE FER UL * US04 (TYR) ID c 113 C) �12 z ENO cq C H K'D: p.M, AMY CARPENTER -TIM WENTZ P.A� . PROJECT NO.:15-1343-01 < < Z w -3 �f) w LJJ cc __j < Z C) 0 z c/) w w [L z W z w m w m < <1 z 3: LL o I 0 10 11 12 13 1 4 +5 16 17 18 17 I I C I e7ALE- NT6 A 10 12 13 i 4 +5 16 17 Em mm c Em A i3 I W4 CIO (40 Fog z LLI 0,S) < y wo C H KD: P.M. �AMY CARPENTER P,A. -TIM WENTZ PROJECT NO.:15-1343-01 Li < 0 LU I C) < E- Z fli w w D, 0- W- < L 0 q m (A Tj_ I CD t;_; 4j 4� 4) t- o LL. a m LU LU -T CHK'D: I P.M, -AMY CARPENTER P,A, -TIM WENTZ PROJECT No.:'--1,343-01 0 LLJ __j > LJ cj� Cn LU w > fit U LLI 0 -4 02 0 2001, The Martin Architectural Group A m C OFFICE LIWOR PAPER/ LINEN L! —081 EMPLOY I EE F-� HOUSEKJMWO LOLWXE t-- F-1-2-21 KITCI-IEIsI DRY 0, C5 $TORAGE M XL ILLOJI, LINEN X $TOR, L WALL F1291 IfI I CLEAMN —1 E- I ri-1-5-11 120 104 iFL' MAINT. LL05j MECJ4 FIRE fulp a) FI-0-71 L106J DININGS COURTYARD Lb le'- 2 1/2 3-ro'-5 1/2' aB'-4- �t,;? I - V-1 L r- L PRIVATE DUTY CLUB ROOM SAR/Louw-a LOUW-F- Fl-28-1 WA — 02 — 1=8 2 =:Uo U 02 EMR ELEV. 03 DINING MEDIA BARBER SE"TY IM7 WALL n WALL '7, Lati H L OFFICE F44YStC1 5AW F1 4"2 S>CAM EXAM ANT STORA6a n PALL F1461 r-j F, - GAROSIN Uioj C40U;VYAf!V DININS LtVWs n SEATINds E E 184 tkff of PRIVATE 6W Aln Uw Uw tw Uw "T tm "10 tLog SM LIBRARY 1-4 "11 1 WALL (D 0 V� LLW ELEV� L STAIR #4 E U 0 QD L.JL T:� 0 44A" L!!Oi E HALL 00 0 FMCP. OFFICE F-1 0 C40PY 1164 111 0 Lo / MIJ OFFICES sea 0 RECEPTION HALL 71 SMWT� 10 on 02 02 I L! U8 &1 UWT 62 02 IN C-LOVN0 5-6-51 FI-6-71 OFFICE FI-7-51 1-1 F1 1-4 F1 2-4 FI-A FI-63-1 VEW. 51691 L 10 0 0 LOWEIR 1XV31. PLAN PMTE C40C44ERE I FLN-5 6CALE: 111ro"=V-0" 0 0— 0 A —0 10 11 12 13 14 45 17 18 LR am I — — m ME A2A fu-lq 351-51/2, 20'-2 1/2" HE I I 1E C T�415 DRAWING FOR GENERAL ORIENTATION FURF'OSES ONLY. REFER TO 1/6' SC;ALE FLAN6 FOR MORE INFORMATION A 19 <D U (n cq z eq w wv 09 C, z- z �j,� U' :0:j J w w w (3 -J .wzz iE w 0 T 4iw� i1i z �- -q CHK D: P.M. .AMY CARPENTER P.A. :TIM WENTZ PROJECT NO.:15-1343-01 < < 0 Z w LLI :3 d) 10 Cn k T w > Ljj <1 0 CL W cn > w 0- W Z �n w (.0 -5 z w w �h 0 Co w w w Ci V 0 (L 0� 1 -4 Z E- 3: 0 -4 0 0 w LL P42.01 0 2001, The Martin Architectural G FM 4� aI o U- C3 N C3 I A D FLN - 3 C B NUNN! 5CALE. 111(o"=V-0" TH16 DRALUING FOR GENERAL ORIENTATION FURPO&E5 ONLY. REFER TO Va' 5CALE F'LAN5 FOR MORE INFORMATION ID 1B z W wff Z. O'D wo w Z w 9 A 4 CHK'D: P.M. .AMY CARPENTER P.A. -TIM WENTZ PROJECT NO.:15-13 3-01 1-- Cq < C'I LLI �D W Lij CJ > < z W > W :n w w �D 0- > C� �__3 0 w z III w z U, I W �: LU W m -7 rr, 0 tv LL P42 .02 c 2001, The Martin Architectural Group M 4J 0 92 41 41 ,4 0 U_ A I 10 11 12 13 &CALE: 111ro"=V-0" 6 JA A I A 0 I I 0 REFER TO 10 OUrG'S FOR ALL COMMON SPACE INFORMATION NOT SHOWN DIMENSIONS ARE TO ROUGH FF?AMING, FACE OF IBLOCK (NOMINAL) OR CENTER LINE OF TENANT SEPARATION. AT WINDOWS, DOORS 4 LOUVERS DIMEN5iON6 ARE TO CENTER LINE OF OPENING. wl W2 W3 W4 W5 W ro I W C5 A4.01r We W10 I I W12 (�K) `V0,00 IV-& 1/2* 121-5 1/2, 24'-0' 24'-0' 24'-0' ll'-2' 12'-10' 12'-10' 12'-10' 12'-10 111-2 10; 1 1/4' 0, 21'ilO 3/4' -4' b REFER TO KITCHEN D uras FOR BAR LAYOUT 4 EOUIPMENT — — — — — — — — — — — — 5s OFFICE -1 1 - - METAL $14E I 14 4UN ;zw -4 - L I,QUOR PAPER/ 2 1 DF I " % LIN 12 3 EN 126 f (2,ia 7w 1 1 _,T w 11117 jj� 0 k 11081 > —PRE-FA5 -1 DfRECT-VENT 13 I— ip 1Et-1f=LO"rEE III Ila '5 HoU�E<f=>NG ID GAS FIREPLACE Q! [7-2-2-1 (MAX. 4 ELBOU)S Li LOUNGE T 231-11 1B 1/2' fl,-ro` 1&. W-4' C3, 1� 2' 231-11 1-11- 'j, 23--v Mai t-1E D IA 10 10 1E <ITC9tN PRIVATE DUT'I' 121A <*1 5 b 5AR/LOUNr_ E iD 14'-10� 3/4' FT-1-31 -1. -1 CLUB ROOT"I LOUNGE r4 1281 Olt! /,0 &TORAGE + --I %D %D 5TAI E 127 5'- IV2 U_ — — Fmmmwmmm F, 191 #2 4'- 'A �,AWAY 4 �ISMA 4ummomme + SLOPE- W/ L_ V-2- I - 1. 10 3- 1/2" 4--il' ii/ 1" 1/2" ;�S 1/2' 114-A'-O' M'INI - 116 Vl'� - I I I r-- �, 11 1 _Lj REFER TO L, Oi U L INEN f = D R,:(:,l KITCPEN 14 T % I $LA5 EL. t\\I/ PD '0' AFT-.1 I FIR ;=�llip 32' X 32'MD 9 - I I I AN T I I - LTJ *4 --- r__T, I I — i #�D RAS 4 VAJ F.1 10 -51 121 6 0 V-0- AFF. — — 1 44LL 0 4> :112 HALL T� ro'-I 1/2 1--;! — — Q _77 - - 44LL b <� 7 -1 -1 2 L ko 0<�> �A 16 F- A__ E: I I Y 0 132 0 1211 F1 OFFICE- 121A 24'-0" ELEV. r Ig -4 L 1'1'-2 1/2" 0 211 �3 1/2 j Zz ViNT SHAFT 138 &OIL. CLEAN A50)1E 02 1 U ,ELEC. -7- �4 EI'l OFD - — - — - — - — - ELF-V. 120 48' W. x 14' W, 44> 0 ALL (A50VE DOOR) 01 IS' -I 1/2' 1/2, IV 0, - F, AFF 114A LT] ELEV. r . -Ib. ro A - T 1104 ro 1/2" 5LDG. % 1811 1 i 131A 4 04 LAUND. fal- -4 1 % i ) 134 4 -11 1/2; - — - — - — - -0' 10--11/2' 6 1 -- I I I r, C= I 11 1 >0911 22'-3- 12' W W. a, w MD� REFER To i I a, 0" "0-51. w LAUNDRY r.>'-,o-' to­-4 1/4' 4'-$ 3/4"L -3 1/4' -2 14-0 Cq A6.0 , I I 4/a. , - to T IALL INFO —1 - — 0 DO ouiss FOR + I E , -1 C r- Jlc� _�EENJk 1215 1 . 1 11341 I 1 0 1300 14SA — E6T I V10 " 2A F.D, LO a 0 I CATION A AD W1 MECH. EOUIP. A > 15EATING F0 11211 Zq MM ELI I 4> GC TO COORD lo 7 (TYPd 58 D. 0 t 0 4> 41 130A 14 MAINT.-' /E\ 4> !� ­4 1 1 _a� 21' 10 301-10, VFI V-0, I 0. REFER TO ITCHEN DUras U 0 10' L. 4'-0" 1, 145' 5HT FS-I 4 F 6-2 FOR ALL INFO. 2& 0 4 1 1/2' 1/2' G�C. TO COORD. LUITH MEP -1 30'-4" 11 21-1 1 el-8 110 10, 1 A5Z2 -36* w x 4V W. MD. 0 4 T 5 V-0' AFF A I I _0 36' W. x 4S' W. MO. I T > DECORATIVE LATTICE 4'-4* AFr V-3 1/4 4— 0 5-10- 12'-4' (SEE 15/A30a�) - C) ;t A FIRE F:V'�If=' 0 CCD &'-4 1/4l 12'-5 I/a. 4'- K, 11 - ---- 01 1'-4 3/al, F10211-6 T— w 0 tommmmmw <e>- OFF. 0 7_10 -1/a, 3 5/a" -1 4 6 4'-4- 10, b , 9:� \p '-4 A .0 A 101 \_j I�fw) -*A �� PRE-FAB DIRECTIVEN A 0 4> 1 �4 A L L GAS FIREPLACE 102 IDINING GOURTTARD 4 REFER TO I D DWS5. KNOX -1 FOR FURTHER INFO 0 1 5 m ;E0 A DETAILS LIVING DINING BOX REFER TO LANDSCAPEI I - I C14 1DRAUJINGS FOR INFO_ 1 4 % I PRE-FA5 DIRECTJVENT D 0. 0 GAS FIREPLACE IV-2 1/2' 4'- C, 1'- 11 1/2. 1'1'-4' Y^2 4 10 G 4 26 -,-2'-0' n'- 2 1/2' 12'- 5 1/2 13 I ------ 0 A5Z2 0 ro TYP. 1'2�'-2 1/2' 12'-5 1/2" 4'1'-4' 401-5" ro, 10. T 3o,_101 0, 11-10, -o- \\--GARDI=N WALL I L4 IZ>'- -0' GATES FIBER AS6 - Q W/ (2) 3' 1 14 1 13 WITH PANIC OE)/ICE. COLU AT Ar Q - (P oZ4 TRELLI (TYP.)i 13or SEE SHEET A13.03 (vam 5EATING &'-4 1/4" ��_5 3/4', -1'-4- 154 15'-2' 301-10, A 10, 15ro 5 EQ 7 FQ i _. — — i, ............ 0 - F. — 5 ===3 IC 4 0,11 -1 Nt A 6A C15 UNIT jr PLAN REF. J 184 UNIT DUGS. - F POINT CES/A) &ERVf (b E IVATE SEE $kT A2.16 -<@> PR SEE $WT AM 15,3A -0 1/2� -1 UNIT UNIT D IN INS UNIT UNIT Lj SEE SWT A2,14 SEE SWT A2,14 153 1 — SEE SHT A2J4 0 UD SEE SWT A2.14 T 7 — — — — 17 3--lo- -1 L4 to L---- '0 4- 1 ELEV. #4 c:1 REFER TO 71- 4> 0 0 tl1A U I ELEV. #E� lw TRA6H 0 1 - 2. G z 14 -10' aj­', v ja'1-1'-4- 0' 1/ F ;ro'l 61-10, IP_ F--\&T,4lfR Ld 0 1 J1 15,E it-, 1 1 74 *14 --- 1-mmmUg 4> C%4 LU I Sri - --I 4-l'-4- n'-O 1/2' 4 )'4 -01/2 1�1_5 1/2" 0/ 4'- C, _7 11' �14 I b L �4 A L LJ J, �1111' V 14] 7 _1 -- — — — I — — — d156A �A T_ 4 L r7l r-11 T YP. CA 4> _j 1 4 1 OFF I CE cOPY, 1661, F aA ;t 1FARA - = t t UL') to v q -11-6. 164 164 F_ I (�- u I OFFICE5 - - - - - - - - - - - - 1 5 11 I.VA! �O 2) �A ------- ------- a :16:1:� m UNIT UNIT 1 3 RECEPTION 0. E SWT A2J4 SEE S14T A2.14 vi SE A@> 115 UNIT �j i o4 0 UNIT UNIT ;rL- 4 "A i -1 V_ 1 51 UNIT C14 A-11, IBI-11 12'-10' 11 1/2 10'-a 1/2' 10 1/2' (�'-j 1/2 4'-5- 1/2, Ill-10 1/2 101-11, fl, SEE SWT A2.14 SEE S14T A2J4 10 .0 ;, 22'-ro" I e SEE 644T AV4 IC M A] SEE SWT A2JI LUARM - UP WAITING�-%, 0 Fr- I G E OFFICE 175 162 F1 651 EA-E�,]0,- V;=&T. A 4'-0 Ll I L (P 0 *1 r I - 1 0 *>!_,U5E A 3. 12'-0* w Z (_WD EM E �TA �LS, W E �LV 11 �71-3 4 E 3 tLLj13 r I :Is =__ T11, 2 L 2 IDS LARCHED OPENING a 1/4" 4'-0 1/4' 5 \_GARDEN WAL L UIDE RAIL GARDEN Ud 11-8. 1'-&' -11-5. --6. (SEE ELEV, ('T'Yf-.) BY /2 TYP) 10 114 jg>'- 1 3141 1 AUTO. DOOR ro'-10 1/4' q MANUP. 4,B'-4' 1'-4- 4' 4' 5' 61-6. � 5'-(,>- 9>,-ro, 51 4 1-6. 1� 321-01 1 1 131-61 1 A4.01 71 ___4` -- I -&. 0. 1 . I l'), JeA. 0, 0 11), L'A" III o). e_ 11-6 2'-C' la'-& 1/2' S 24'-C" 121-10, 121-1 1]'-2' 24'-C' 10 10 �10 E III E5 E I (-E 2 E3 E E-1 A4 I LOWER LEVEL PLAN FLN-5 LEPT VDS SCALE: 1 12 13 14 *5 16 PORTE COCHERE (SEE SHT, ASDI) 1E ID N m co 04 04 z C, w w @ > ,�96 P): P CHK'D: P.M. .AMY CARPENTER P.A. :TIM WENTZ PROJECT No.:15-1343-01 < < 6 F_ V) Lzu _j 5; L'i U_ 6 <, q Z ul >5w* w Z wz L&4 W 0 OL v I zw ry LL @ 2001, The Martin Architectural Group 4� he 0 0 r- co in X 41 0 U. rn -T in rm f 1 -7 E C A wil W12 W13 W1.4 w 5 WI& wl-I w1a w e W20 W21 W22 1 10, 1: IV 1: 1 I:tl IV :Tl ": , \\-T I IV, - 21 12'-10' 12'-10' ll'-2' 24'-0' 24'-0* 24'-V 1121-5 1/2, IV-& 1/2' 21-0- a, a 2�-4' IV- 5 1/2' n'- 2 1/2' 35'-4* 261-4 Il'-2' Ito /'�A 2 - �la I AgML—AIIIA-V III/ I &I L IVING Root-1 TYP, f ri #n tl if 1-0- iLl 6EATING 154 L DIMENSIONS ARE TO ROUGH FRAMING, FACE OF BLOCK (NOMINAL) OR CENTER LINE OF TENANT 5EPARATfON. AT UNDOWS, DOORS 4 LOUVERS DfMEN5ION5 ARE TO CENTER LINE OF OPENING. IE ID I 113 �r 00 V z 2 'zo W :uj > vzz U'X w toy 3: aq z CHK'D: P.M. AMY CARPENTER P.A. TIM WENTZ PROJECT NO.:1,5-1343-01 Z Z (s) 0 Ld CL W -j Ld z < o Z -J w w V) > w Ul IL :3 w W" (j) -5 Z' w Cl w w 0 m 0 OL ff < .4 z 'I U- z I I l'u I 11 1 Iq 42-04 2101, The Martin Architectural Group RI 0 41 4J tn 0 A I 10 11 12 LOWER LrIVEL PLAN f=LN-5 RIGHT SON SCAl E: I/a"=V-0" A 5 17 18 19 3 C> A4 ER z C� oya) j7- ku ID z CHK'D: P.m. AMY CARPENTER P.A. :TIM WENTZ PROJECT No.:15-1343-01 < r) Z Z w d) 0 W W < I < C-) Z LO W > LU :3 w w d) 0- > U1 Z w z Ui w 0 to 5z w w w 0 ff M 0 L" LL z 0c 2001, The Martin Architectural Group 00 0 N LA fm 0 a C I A I DIMEN51ON5 ARE TO ROUGH FRAMING, FACE OF eLOCK (NOMINAL) OR CENTER LINE OF TENANT &EPARATION. AT LUINDOU)5, DOOR5 4 LOUVER5 DIMEN61ON6,4RE TO CENTER LINE OF OPENING. 7 3 E12 :E 1-3) F 14 E 15 E I (o r---�MAIN LEVEL PLAN � F �LN - �' I �vi 14 *5 I I I I 1 1 24'-C" L 24'-C" L C31-6. L 12'-5 1/2' L la'-ro 1/2' L t (EM Ela (E I (:E22 ;D 0 &CALE: 115"=V-0- 6 9 LAN LEFT SIDE 1D= 1E ID 1B JA DIMEN51ON5 ARE TO ROUGH FRAMING, FACE OF eLOCK (NOMINAL) OR CENTER LINE OF TENANT &EPARATION. AT LUINDOU)5, DOOR5 4 LOUVER5 DIMEN61ON6,4RE TO CENTER LINE OF OPENING. 7 3 E12 :E 1-3) F 14 E 15 E I (o r---�MAIN LEVEL PLAN � F �LN - �' I �vi 14 *5 I I I I 1 1 24'-C" L 24'-C" L C31-6. L 12'-5 1/2' L la'-ro 1/2' L t (EM Ela (E I (:E22 ;D 0 &CALE: 115"=V-0- 6 9 LAN LEFT SIDE 1D= 1E ID 1B JA C4 0 z N CHK'D: P.M. AMY CARPENTER P.A. -TIM WENTZ PROJECT NO.:15-1343-01 < n C', Ilic, r) Z Z w :3 U1 (j) 6i > I < (-) Ld Z U) U, :3 w w (1) (L (s) z w (1) z w w lu w 0 Co 0- w q ry 01 w z 0 42—oro 2001, The Martin Architectural L=j X 41 4� a) f- 0 U. rn N N 11 lu > wzD JU ljj CHK'D: 7- P.M. -AMY CARPENTER P.A. -TIM WENTZ PROJECT No.:15-1343-01 < ro < Z w ::3 (S) 0 Ul (S) S) w Llj I > LLJ < Z > w > U, Z kn & LLI (A) z ul _j w cj) W LU 5 W 0 0 p 5-: m (21 CL (Y- .4 -q < ry LL4 �OL 1 0 ��emffii I(D 2001, The M I X 19 DIMEN51ON5 ARE TO ROUGH FRAMING, FACE OF BLOC:K (NOMINAL) OR CENTER LINE OF TENANT 5EFARATION. AT LUINDOW6, DOORS 4 LOUVER5 DIMEN51ONS ARE TO I C:ENTER LINE OF OPENING. I — Ell 24"-V I t E 12 241-01 11"WOOND LSVOL PLAN �UU4_11 I t Ell 24'-V 12'- 5 1/2' E = 1 C5 Fz 2 0 ,a 7r= 19 E 21 rE22 0 0 PLAN LEFT SIDE 117 _Uj/ IIE ID � cm 1B C4 91. 00 ENO 0 z C> T T ww d) a 125 4 10, 5 to M zw ujq dw"d" fy- 00 ui y J_ f- CHK'D: 1 P.M. AMY CARPENTER P.A. -TIM WENTZ PROJECT No.:15-1343-01 r) Z Z 0 W Y cj) 1j) 7) 5; 9L ry u Z t" > uj :3 w cj) (L (s) Z w (s) z w w w w co 0 UL v -q ry ui z I I I I I I C-) 42/1" 0 2001, The Martin Architectural ('�roup 41 '4 0 U_ m I�� FLN-2 IRIGHT VOra 5CALE- Va"=V-0' 10 11 12 13 14 45 16 JA I C I 0 0 DIMEN51ON54RE TO ROUGH FRAMING, FACE OF 15LOCK (NOMINAL) OR CENTER LINE OF TENANT SEPARATION. AT WINDOWS, DOOR�5 4 LOUVER5 DIMEN51ONS ARE TO I CENTER LINE OF OPENING. TH I RD Lm\/BL PLAN FLN - 3 LEPT SIDE SCALE: I/V=V-0" <M*,r PLAN E-4 ENO ENO Em mm c lu 92 Q CIO lu CHK'D: P.M. -AMY CARPENTER P -TIM WENTZ A. PROJECT N .15-1343— 0, 0 LU d) �70 5; Z ry > :3 (L Z o JU sp d) Ul w > W ul _j >- m w z C5 z c� 4J 41 4) t- o A 1 12 13 14 5 16 17 18 2001, The M -Ir cD eq ENO C> V 0 z 2.Q 0 z w w 0 >: CHK'D: P.M.. -AMY CARPENTER P.A. -TIM WENTZ PROJECT N n .15-1343-01 6 C,4 Z Z 0 LLI d) L >Ij __j Z w w U) > ::3 W w (S) Z F- W www > > U1 I > LU zw cr 5 L0 12, w 1 . r) @ 2001, The Martin Architectural Group 00 0 0 1: | | | | | | | | N 10 I X, sm P.M. -AMY CARPENTER PROJECT No.:15-1343-01 Co ry ry ±Z.q 0 RIGHT SIDE ~ A MEMOIR7MAn mw_ � 13 14 +5 16 5CALE. |/V=|.-0n mm z cq tu Wq ',Du gg cl w I_jz i­ <1 CHK'D: P.M. -AMY CARPENTER P.A. -TIM WENTZ PROJECT NO.:15-1343-01 L.Li C> 0 Uj > ry ct) w > U, :3 w W (D (L )7 00 :3 z %5 w d) -5 z w 0 uj w w cl 0 5-: m Z= rK oz L0 < to Ci uj 0 A -2, 172' I g 2001, The Marti. Ambit.a.ral ==j Dk Eli T 020 ILI T U01 �96 >: 21, 0 LK 0 CHK'D: P.M. -AMY CARPENTER P.A. -TIM WENTZ PROJECT No.:15-1343-01 i5 < c� Ln 13� L;j Z 0 Z W w =3 0 w w < > ui c/) w > w w th PD (L 0 W w —1 w w w w cit m (L v -4 1 ry 10 125-4 Lcl U_ 142,13 c 200L The Martin Arcititectural Group 0 12 00 N N c) N 1� LIN N N 0 E 7% UNIT s ST044TISTICS \/MNT ROOM 5FACE ul (Y q f- �- . I_ (3 Z w w . t- Z I" - WINDOW C4NDITION 01,3,4 LIVING/ DINING la4 14-1 21.ro " 14 11.1B 5EDROOM 1 150 12 21.ro ro 11!21 WINDOW CONDITION 02 LIVING/ DINING Ia4 141 21.ro 1.4 II.cj 5EDROOMI 135 10.0 21.ro 5.4 11�13 WINDOW CONDITION S LIVING/ DINING I a4 14.- I 21.ro '1.4 IP-3 BEDIROOM 1 - 135 , - 1 0.8, 21.ro 5.4 5. ce3 5 FLOOR ARM04 UNIT 5 ro 2 4 NOTE: NUMBERS INDICATEDARE IN 5QUARE FEET U.N.O. UNIT 151 STATISTICS LlCoHT 4 ROOM 6FACE I w w 0 _T 00 6 Z ww . I_ F- Z ow < > WMOUJ C40NDITION 01; LIVING/ DINING 201 Iro-5rc 2I.ro a.ro 0.2a 5EDROOMI 15& 12.5 2Lro 62 11.1� FLOOR ARMA UNIT 51 ro-12 NOTE- NUMBERS INDICATED ARE IN SQUARE FEET UN-0. NOTE: PROVIDED LIGHT AND VENT CALCULATIONS ARE 5A6ErD ON ANDERSEN DOUBLE HUNG WINDOWS. ANY 6UE35TITUTION5 MUST 5E 5U51`11TTED TO ARCHITECT TO ENSURE COMf=L IANCE. ALL �IASONfRT' UJA L L& A fRE ,5HOWN AT NOt'-IINAL a" THICXNE&S I<> REFER TO 5HEETA5Z-4 FOP, LUALL FARTITION T-T-f=ES 0 REFER TO SHEET A103 FOR UNIT DOOR 5CHEDULE5 REFER TO SHEET Al-03 FOR'WINDOW SCHEDULES REFER TO SHEET 45,04 4 A5_05 FOR U.L. IDE51GN NO.'5 4 PRIORITY SCHEDULES REFER TO 5HEET5 A2.20 4 A2.21 FOR <ITC;HEN 4 BATH ELEVATION5 MOL ALL DIMENSIONS ARE TO ROUGH FRAt�IlNr_:; ALL INTERIOR WALLS SHALL BE 3 1/2" t-IETAL STUDS AT Iro" O.C. I`-lAX. UNLE55 NOTED OTHERWISE ALL ANGLED WALLS TO BE 450 TYFI. UN.O. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE f=RE55URE TREATED UNDERC ,UTALL BATHROOM DOORS 1/2" AT ALL FIRE RATED CONSTRUCTION SHALL BE INSTALLED AND COMf=LETED FRIOR TO THE INSTALLATION OF PLUM51NG FIXTURf=-5 AND MILLWOR< TYPES. C;,W.B. IN RATED A66EM5LIE5 TO BE TYf=E `X" U.N.O. GENERAL CONTRACTOR TO COORDINATE WITH MECHANICAL AND STRUCTURAL CONTRACTOR FOR SIZES 4 LOCATIONS OF Of=ENINGS AND DUCTWOR< THROUGH A FIRE 5EFIARATION OR TENANT 5Ef=AR- ATION ASSEMBLY. CONTRACTOR SHALL MAINTAIN RATING INTEGRITY AS f=ER CODE REaUIREMENT5 F:ENETRATION THROUGH FIRE A56EM5LiE5 SHALL BE f=ROFERLY FIRE-SAFED AND/OR DAMf=ERED. REFER TO f=>ARTITION TTf=>ES, ACCESSIBILITY 4 ADAFTABILTY REQUIREMENTS, MECHANICAL, ELECTRICAL, f=>LUMBINr-j AND STRUCTURAL DRAWINGS FOR MORE INFORMATION AND DETAILS - WHERE DRAWINGS ARE IN CONFLICT WITH THE 5f=>ECIFICATION5 OR OTHER DRAWINGS, CONTRACTOR SHALL NOTIFY THE ARCHITECT - <TCHEN 4 BATH LAYOUTS ARE DESIGNED IN COOR- DINATION WITH Af=>PLIANCE6 AND FIXTURE& CON- TAINED IN THE SPECIFICATIONS. ANY DEVIATION FROM L15TED APPLIANCES OR FIXTURE5 MAY CAUSE REVISIONS TO THE <ITCHEN 4 BATH LAYOUT - CLOTHES RODS SHALL BE 54" ABOVE THE FIN16H FLOOR TYF. SHOWER CURTAIN ROD6 SHALL BE -lro" ABOVE THE FIN16H FLOOR -CEILINGS TO BE AT V-0" A-F.F. AT <ITCHEN, 5ATHROOM5, C;LO5ET& AND ENTRY AREA U.N.O. -UNITS LOCATED ON THE LOWER LEVEL TO HAVE DROPPED CEILINGS ATB'-O" AFF. AT LIVING/DINING AND BEDROOM AREAS. 3.-&. 4'- 1] 1/2 R r-111 r"A� b0_0 w-Amy-mlil-13 4'-Io. 3'-2 1/2' t-4 1 TOM, Uk Lam'- ENTERLtNES OF MASONRY WALLS 24'-0' 41 L 5>'- 11 3/4' W-0 1/4' 5- L,:-4' ­1 a) i :3 ME MR DENOTES UNIT WITH E3ATHTU5 SEE FARTIAL FLAN lRor I AL UN 110 "51 U-51-2 SCALE: 1/4"=V-0" WC - I WC, - 2 WC - 2 REFER TO FULL UNIT FLAN FOR ALL INFO. NOT SHOWN ro 4 4'-11 1/2' 911-01/2, 4' 4'-5 ,-4' 4 .0 A A 1 1/2' ll'-$ 1/2' HVAC, UNIT WINDOW CONDITION 5 4' 51-11 3/4" W-10" a'- 6> 1/4" 5 4'-E,' A �4' WINDOW CONDITION 2 REFER TO FULL UNIT FLAN FOR ALL INFO. NOT SHOWN ',UNIT "S" - ONE BEDROOM 5CAL E: 1/4 V- 0 T ENTERLINES OF MASONRY UJALL6 HVAC UNIT 4,JLL 1 1/2' WINDOW CONDITION ro 4' 5'- 11 3/4' 10'- 3 1/4' 'o 4 11 LivINCOMINIS4 4", W-8, 1/2' WINDOW CONDITION 4 �'�u - �5_ IU4421 Nommom" 4'- '_r. 4'-10' 2'-3' tJ-4' J,4' W-2 1/2' Lip-lif mo: mm, sagm, L 3 % OF MA50NRY ,,_________':�ENTERLINE5 24'-0' e- 4'- 5'- 11 3/4' ll'-5 1/4' 5.-e. ;4. ro' U). 5OFF IT AT U33"I ONLY HVAC UNIT 1 1/2' IT M:3 M M c(I ol :3 'c(l 0 in't MM ;N n:3 tj c"I cla 1 ��L- 3'-0" 2'-4" 3'-2" 2 1. BI-7 5'-IB 1/2' a) rrim OFENING -n:3 W/ ::�OUNTEIR (L --------- AT 4V AF - - - - - - CN MFmm =:3:3 2 LM +1 Dw J; /A2�20 4, r-CHASP IN Ct-lu 3.-2. _e. , !L- 30'GLASS fy I, WALL. SEE 5TRUCT SHOWER DUr:;5 FOR LOCATION DOOR 14 CT RANGE Uf 0- HOOD - - - 0 p Lu/0 ro ;(I 4 A "D 4 l'-2 1/2 4'-,5 1/2' 2'_v 3'-4- y'v-v 4' 10 WINDOW CONDITION I UNIT "B" ONFE 15mrPROom 0 �_l Im ME IE .8 .5 :wr Cc, cl� V 'w jiO CHK'D: p.M_ -AMY CARPENTER P.A. :TIM WENTZ PROJECT No.:15-1343-01 i'5 C4 COO - 0 Z w w 5 V) Lli > L.Li C) ry _j W (10 N, >::3 W w 0 w 0 z w W 0 W 0- w w cl -4 m z O� < 0� 6 .4110 Icil ul z F All 4':o? .14 I- 2001, The Martirt ArehiWtural Group N N em A I 7 3 14 *5 16 17 Ci. C> 41 > t w '96 _w W i, LU Z CHK'D: I P.M. -AMY CARPENTER P.A. -TIM WENTZ PROJECT No.:15-1343-01 U i 5 C9 < C "i m in Uji 6 Z Z w :3 d) 0 W LLJ > _J ;-4 < Li Cr 0 't, U) _� W > W ::3 W w Cl 13 w F- w '15 I W w w w ty m 12 0- w -4 z 0 U_ z 42.14.1 c 2001, The Martin Architectural Group I to C� 00 ni ig 0 OJ6 lee, CHK'D: P.M. -AMY CARPENTER P.A. -TIM WENTZ PROJECT NO.:15-1343-01 Uj < < N, Z Z w ::3 0 U1 EO d) LLJ V) > 6 _j ­4 < LLJ cj� V) w =3 W w CA Z W w w L U1 w m j < x 0 z Tw c 2001, The Martin Architectural Group 01 C3 Aj N M 19 D I [I UNIT 0 STATISTICS Lm IG H or 4 VENT ROOM E?f=AC:E < w 4 j 1--r WD ff _j , _- 00 q-j WEI 2 ow WN00W CONDITION 01 LIVING / DINING ISI 15.3 21.ro 1ro II.IB 5;=DfRoom #1 145 1].& 21,ro DZ II.IS BEDROOM #2 135 10-a 21,ro 5A II�S FLUCOR AREA NOTE. NUMBER& INDIC;ATED ARE IN SQUARE FEET UN.O. UNIT Di STATISTICS Lo I G H T 4 \001EN T ROOM &f=ACF= q w F- 6:1 LLI 0 W_ -1 �- t2:r 00 A -1 � I.- (3 Z w w 0( > � f__ I— Z 0 w UJINDOW CONDITION 01 LIVING / DINING 23a ISO 2 1.& S5 II.S BEDROOM *I ]IS 14,3 2 1.& 1.1 1 I.S 5EDROOM #2 131 10,9 21,ro 5-5 II.S KwOofe AREA DI 1051B NCTF:- NUMBERS INDIGAT;=DARE IN SQUARE FEET UN.O. UNIT M2 STATISTICS LMICXHT 4 VENT ROOM 51=ACE w Ul 0 v -1 00 q _j z ww ff > z ow q > WINDOW CONDITION 01 LIVING/DINING 2rol BEDROOM *q 1-15 14.0 21'ro -1.0 II.S BEDROOM *2 .15"1 12.& 2 1.& 6.3 1 I-S FLICOR AREA UNIT D2 110-1 NOTE: NUMBERS INDICATE[) ARE IN SQUARE FEET U.N.O. NOTE; PROVIDED LIGHT AND VENT CALCULATIONS ARE BASED ON ANDERSEN DOUBLE HUNG WINDOWS. ANY SUBSTITUTIONS MUST BE SUBMITTED TO ARCHITECT TO ENSURE C,OMFL IANC;E. 3. 4'- 11 1/2' 3`- 3 1/2 5'-4 1/2 ;s' 3,-ro* ­4 1011 0 r�11) r1_11) I I I I 'I WINDOW CONDITION 2 �_�u - 7D_ ______---r_-ENTERLINE5 OF MASONRY WALLS 4 5'-Il 3/4' 1'- 10 1/4 5'- 11 3/4' W-6 1/4" 5 -V &`4' N 77 - HVAC UNIT HVAC UNIT BEDROOM 02 "V-0 1/2' 3 -1. 5'-'B 1/2' U3 (D 41!T r MIR 1B J/2 lu d) JU -12 VAN. - ----------- w< MAT++ #1 2 3 52L <�e�W/ CAP TO Li m MATCH VAN. L J -C.CF - - I . - 2 44, BATH #2 SEE 5HEFTA2.14 FOR SLIDING A TYP. BATH W1 TUB GLASS D SEE UNIT 5 FOR V 4CT 1111�0� (P Luic �0�1 ID 0 0 R 5 TYF. <ITCHEN INFO. 0 _T -------- rox4 0 tl�> C;T 0 T IR45 �AN w 4 0 0 < 4 4`1 '1'-41/2' 5'-0-10 1/2 .'� V- "1 1-2 1/2, S�'� 4'-a 1/2" CxmNmmoAfL CONSTRUCTION NOTMS 0 ALL DIMENSIONS ARE TO ROUGH FRAt�IING ALL INTERIOR WALLS SHALL BE 31/2" METAL STUDS AT Iro" O.C. MAX. UNLE55 NOTED OTHERW16E ALL ANC::;LEC) WALL5 TO BE 45' TYF=. U.N.0- ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE F"RE55URE TREATED UNDERCUT ALL BATHROOM DOORS 1/2" AT ALL FIRE RATED CONSTRUCTION G.W.5. SHALL 5E INSTALLED AND COMPLETED f=>RIOR TO THE INSTALLATION OF F"LUM51NG FIXTURE6 AND MILLWOR< TYPES. GW.5, IN RATED 455EM5L IE5 TO BE TYf=E "X" U.N.O. GENERAL CONTRACTOR TO C;OORDINATE WITH B MECHANICAL AND STRUCTURAL CONTRACTOR FOR 51ZES 4 LOCATIONS OF OPENING& AND DUCTWOR< THROUGH A FIRE SEPARATION OR TENANT 6EPAR- 4, ATION ASSEMBLY. CONTRACTOR SHALL MAINTAIN zr�() z RATING INTEGRITY AS f=ER CODE REaUIREMENT5 d) f=ENETRATION THROUGH FIRE A65EM5LIES, SHALL T WD WOT BE F"ROPERLY FIRE-5AFED AND/OR DAMFERED. w< REFER TO FARTITION TYf=E5,AC;CE55151LITY 0) 4 C0 4 ADAf=TABILTY REaUIREMENT5, MECHANICAL, !DDI ELECTRICAL, PLUMBING AND STRUCTURAL T DRAWINGS FOR MORE INFORMATION AND DETAILS 4 WHERE DRAWINGS ARE IN CONFLICT WITH THE 5FECIFICATION6 OR OTHER DRAWINGS, CONTRACTOR SHALL NOTIFY THE ARCHITECT <TCHEN 4 5ATH LAYOUTS ARE DESIGNED IN COOR- DINATION WITH AF"f=LIANCE6 AND FIXTURE5 CON- TAINED IN THE 5f=ECIFICATION5. ANY DEVIATION FROM LISTED Af=FLIANCE5 OR FIXTURE& MAY CAUSE REVISIONS TO THE <ITCHEN 4 5ATH LAYOUT 4 CLOTHES RODS &HALL BE 54",45OVE THE FIN16H FLOOR TYP. 64 SHOWER CURTAIN ROD5 SHALL BE -1ro" ABOVE THE FIN15H FLOOR —CEILINGS TO 5E AT a'-O" APP, AT <ITCHEN, BATHROOMS, CLOSETS AND ENTRY AREA U.N.O. —UNIT5 LOCATED ON THE LOWER LEVEL TO HAVE DROPPED CEILINGS AT Ib'-0"A.F.F.AT LIVING/DINING AND BEDROOM AREAS. A 10 11 12 �w 10 a 6CAL E: 1/4 V- CENTERLINE OF MASONRY WALL 5CALE. 1/4"=1'-0" A A 1/2 * 4'-11 1/4" ro'-1 1/4' 16, 1. 5'-Il 3/4' 01 HVAC UNIT IV-2 1/2' 1 1/2 'Z-1 1/2' W-6 1/2' J-4 INDOW CONDITION I FF U-D-2 5CALE: 1/4"=V-0" 0 41 4 1 4'-�LI2'-41/4%. 4`-V 4'-2 3/4* 3'-&' 4`-11 1/2' 4--V 3'-31/2' ,-4- 'o. 0 LIVING/OININO 590ROOM 1$2 WINDOW CONDITION 2 CENTERLINE-5 OF MA50NRY 4--)IL. 4'-5 3/4* ro'-1 1/4' 5'-11 3/4' W-5 1/4" 5.-0. �,14- E SIC- ---------- Z -6"60FFIT AT HVAC UNIT--Z U231 ONLY HVAC UNIT W-2 1/2' 1 1/2' 'Irl In', - 530ROOM 02 1 0 4'-2 1/211 1/ %I Z3 z 6 =3 Z3 :3 ::3 r-.:. 4 LUIC ;t C'� nn�! ----------- 2 f 5 1 C14 :3 D:3 ------------- Its I. rn3l, L I -, -1. 9 1 �LL- QA CL ------------ :=Jj W, I U , ! L 4;J FE MATH 2 <A> EF 5HEET A2.14 FOR 2 51= D Q ZN TYP. BATH W1 TUB &/A2.21 4 (T <ITCHLN SEE UNIT 5 FOR 4V VAN CT T 5EA1 ACMIR ;7F- fo- 4 4 a'-O 1/2' 2--1 1'-2 1/2' 4'-01/2' WINDOW CONDITION I OUNIT "o" - TWO Isommoom 6CALE, 114'=V-0- NOTE: ALL t�-1,450MRT' WALL6 AfRE 5HOWN AT NOt�-IINAL a" THIG<NE65 \D C �m PREFER TO SHEET A5.04 FOR WALL f=ARTITION TYf=E6 0 REFER TO SHEET A"1.03 FOR UNIT DOOR 6C:HEDULE!5 0 REFER TO SHEET A1.03 FOR WINDOW 6CHEDULE5 REFER TO SHEET A5,04 4 45.05 FOR U.L. DESIGN NO.'S 4 PRIORITY SCHEDULES REFER TO 5HEET6 A2.20 4 A221 FOR <ITC:HEN 4 BATH ELEVATION$ I j- i V 03 rm 6 Ign zz > -yo t z I: ,t CHK'D: I P.M. -AMY CARPENTER P.A. -TIM WENTZ PROJECT No.:15-1343-01 < L;j p Z 0 Z W w ::3 (j) cp LLJ _j­4 L>Li < v " w Ul w 0 PD T Z !2 Uj w w z z 042.116 C 200L The Martia Architectural Group >1 Ing: 41 41 0 LL 9 N N N C B I UNIT E STATISTICS LaIGHT 4 VENT Root"! SPACE < ul F- d :1: w 0 V 11- 1_� :r 00 < F_ Z ww 0� > F_ 1-2 z ow < > ALL WINDOW CONDITIONS LIVING/DINING 241 le.a &4.& e,O 35.1 BEDROOM #1 103 14.& 21.6 13 11.c.� 5EDR00M #2 160 13.4 21,ro ro."I II.e IcLwoofe UNIT E loaro NOTE- NUMBER5 INDICATEDARE IN SQUARE FEET U.N.O. UNIT M1 ST04TISTICS Lo IG H T 4 VMN T ROOM 6F`ACE < w wo F- -1 00 ww > ow -4 > WINDOW CONDITION 01 LIVING/DINING 241 Ic 19J,a �>4 '�,a 12'�.aej 5EDROOM 01 la3 14�ro 2 I,ro "13 1 I.s BEDiROOM #2 Iro& 13.4 21 ro.-I 14.B4 K.00R AREA UNIT El loaro NOTE: NUI'-IBER5 INDICATED ARE IN 6aUARE FEET UN.O. NOTE, PROVIDED LIGHTAND VENT CALCULATIONS ARE BASED ON ANDERSEN DOUBLE HUNG WINDOW5. ANY SUBSTITUTIONS MUST BE SUBMITTED TO ARCHITECT TO ENSURE COMf=L I ANCE. 12'- 1 1/2' IS'-2 1/2' ro'- 3 1/2' Ja, 4--6- V- ro 1/2" 4'-a- 2'-C' F M'- 4 1/2' MINING o6c HV,4C, UNIT 4��[l 1/2' 12'-4 1/2' V-11 1/2, 2'-0- o' 7 elm C cb < ------ ---- CIA HALL. HVAC - Luic c UNIT MATH 01 z 5110S.00M #2 x L PATH 02 4"- 1 112' -- --------- -------------- _t7_1 5'-5 1/2' F2 5 1/2 1592R02M 02 'T "NJ" 0'- TWO BEDROOM 0��UNIT _ U _ EI-I 6CALE; 1/4 =r-O FREFER, TO UNIT E FLAN FORALL INFO. NOT 6�40U)N KA PTW) 0 t—W ZAK4 PA d rw) z M z rwid = i-MMI — ALL DIMEN51ON5 ARE TO ROUGH FRAMING — ALL INTERIOR WALL,5 6HALL BE 3 1/2" METAL 5TUD5 AT Iro' O.C. MAX. UNLE,55 NOTED OTHERW15E — ALL ANGLED WALLS TO BE 45* TYF. U.N.O. ALL LUMBER IN CONTACT WITH MA50NR"r OR CONCRETE 5HALL BE f=Rf=55URE= TREATED — UNDERCUT ALL BATHROOM DOORS 1/2" — AT ALL FIRE RATED CON&TRUCTION G.W.B. 5HALL BE IN5TALLEID AND COMFLETED FRIOR TO THE IN15TALLATION OF f=LUMBING FIXTURE5 AND MILLWOR< TYf='E5. — G.W.B. IN RATED A,56Et-15LIE5 TO BE TYf=>E `X" UN-0, — GENERAL CONTRACTOR TO COORDINATE WITH MECHANICAL AND STRUCTURAL CONTRACTOR FOR 51ZE5 4 LOCATION5 OF Of=ENING5 AND DUCTWOR< THROUGH A FIRE 5Ef=>AF;_'ATION OR TENANT &Ef=,4R- ATION A,5,5Et"1aL'7. CONTRACTOR SHALL MAINTAIN RATING INTEGRI71' AS F`ER COIDE REaUIREI�IENT5 FENETRATION THROUGH FIRE A55Et'15LIE5 SHALL BE PROFERL*r FIRE-5AFED AND/OR DAMPERED. REFER TO f=ARTITION TYPE6, ACCESSIBILiTT' 4� ADAF`T,4511_7�' REQUIREMENTS, MECHANICAL, ELECTRICAL, f=LUMBING AND 5TRUCTURAL DRAWINGS FOR MORE INFORMATION AND IDETAIL5 WHERE DRAWING5 ARE IN CONFLICT WITH THE 6PECIFICATION5 OR OTHER DRAWING6, CONTRACTOR 5HALL NOTIF)' THE ARCHITECT <TCHEN 4 BATH LA*,rOUT5 ARE DE51GNED IN COOR- DINATION WITH APPLIANCE6AND FIXTURES CON- TAINED IN THE SPECIFICATIONS. ANY DEVIATION FROM L16TED APPLIANCES OR FIXTURES MAY CAUSE REV16ION5 TO THE <ITCHEN 4 BATH LAYOUT CLOTHES ROD5 SHALL BE 54" ABOVE THE FINISH FLOOR, TYf=. -1ro" ABOVE THE 5�40WER CURTAIN ROD5 &HALL BE FINISH FLOOFR —CEILING5 TO BE AT V-0" A.FF. AT <ITCHEN, BATHROOM&, C;LO6ET6 AND ENTRY AREA UN.O. —UNITS LOCATED ON THE LOWER LEVEL To HAv;= DROPPED CEILING6ATV-0" A.F.F. AT LIVING/DINING AND BEDROOM AREA5. ]IN FLUE CHASIE CONDITION AT: REFER TO FULL PLAN FOR ALL INFO. NOT 5HOWN 10- VD ;�d-1 0 4'-2 1/2 2--0. 31/2, 1/2' 4'-2 1/2' 4'-2 1/2' 2'- -1 1/2 M9*71 I'T-4 1/2' I UU2 5:7o I MM. IM-47A 4 atold FEE DUN Los NOTE: ALL UJ,4LL,5 ARE SHOWN AT NOt-IINAL 0" TH1C<NE&5 REFER TO SHEET .45-04 FOR WALL PARTITION TYPES REFER TO 6HEET,41.03 FOR UNIT DOOR SCHEDULES 0 REFER TO SHEET A-1.03 FOR WINDOW SCHEDULES 0 REFER TO SHEET A5Z4 4 AE,.05 FOR U.L. DE51GN NO.'5 4 PRIORITY SCHEDULES REFER TO SHEETS A2.20 4 A2�21 FOR <ITCHEN 4 BATH ELEVATIONS I 1E A I os eq 3: 1--,o 's JIM cly CHK'D: P.M. -AMY CARPENTER P.A. -TIM WENTZ PROJECT NO.:15-1343-01 uj < r) Z Z uj 0 1111 q) �o7 > C) uj cr v 1-1 ul w v-.4 > :3 w w (s) (L t- w > 5z W w w M a IL W I zw cr_ C5 z P42 4� o ru LA A I 10 11 12 13 14 45 0 FIXTURE SCHMIDULra .Y-4'.L 2'-10 1/2' ...L 51-0. AL 1, TOILET _3a' x 40' 2. 42" WHITE "HEWl" GRAB BAR SHOUJER EASE LU/ FOLD -DOUN 3. 3ro" WHITE "HEWI' GRAB BAR 5EAT Tj 4. 50BRICK MODEL 5-214roO T165UE HOLDER il fi w IS 0 ro E a E a 0 M La 0 5. VANITY BASE CA51NET ro. SHOWER RECEPTOR 7 . . . . . . . . . . . . (TO MEET ALL ADA/ AN61 M E 0 a M a a a 0 0 M 0 r M a M E M 2 REaUIREMENT6) M a 0 M rl 0 w a 0 I= w L F9 I i M_, 'a I'm 'a i T� 2E IL M E U M M minim 3O*x4a' CLEAR I /A�OCKERS 12- W\�, W D x %D 0, 4" 5AC<5F`L,45 4 5IDE5F`LA5H CE T_ I 1B, MIRROR 7t�CUTTA 11, CERAMIC: TILE FINISH 14 CAI V-2 10. TOWEL BAR 0 HOO< Lj 12. MEDICINE CABINET 00 -- ------- 13, VANITY LIGHT FIXTURE -I C ;o Z 4 _; I + F_ C�XJA ]a/A2.la 14, VANITY COUNTER W1 UNDERMOUNT 51N< ICLE 4 15. REFRIGERATOR &o*XEs, I , LOCKFUR IRM 109 LR SPACE 1 712, VAN. I to, RANGE W1 HOOD 171. 30"MIN, 6IN< BASE CABINET IEL-10a 6CALE: 1/4 V-0" L 39>1 GB. 10. BASE CABINET MIR IS. WALL HUNG CABINETS .............. NOTE: o Mt 0 20, 4" VAN17Y 5,4C<51=L,45H + SHOWER FAN TO BE RECE55ED 2" INTO SLAB + FULL E 21. <ITCHEN SOFFIT E TO ACCOMODATE 1/2" MAX CUR5- I 30"x48'l LENGTI-4, 1-12, VAN. 22. FILLER PANEL (AS REQUIRED) CLEAR I MIRROR g,0-xre I 6FACEj l3O"x4?,* 1 C 23. URINAL ZN CLEAR 1 �CLEAQ, $PACE i B 24, 505RIC< MODEL 1041 PARTITION 10 Mw z J. 25, f=>RIVAC;Y SCREEN ----------- 1- 109 5,_2.<,,� L 3,_O,Af�qA_74��N, E,'- I rot) L -3`0' 4'- to 4 4'-10 1/2' rce, 4'-Il' -- -------- 21, 505RIC< MODEL 5-42e44 TOWEL A a A i A 6 A i __I� --------- a it i a fi ;K DISPENSER 4 TRASH REC-PTOR I; I f I I ]?I NE a 2a. B05RIC< MODEL 5-a22 6OAf='DI5F`ENER 91 I � 36 - DOU I E TIER MTL. . . . . . . . . B&'x 4 LOC<ER!5,/12'UJ x 15" D x -1 SEAT COVER D15F -CIA. # - - -------- 2e- 50BRIC< MODEL 5-301 W d� a al Is 11; a R a i rx _q a I I It LUUJE 5,45E 30- �4. LU 0 :9 A _p_ -1 / UD. BENC�4 30. BOBRIC< MODEL 5-43500 4++A LU/ FOLC)I-DOUN 0 x 1. In. a IM In to in in In In 10 1 5EAT 24 SANITARY NAf=<IN DI5f=EN60R 30'x45'i 31, BOBRIC< MODEL 5-210 4 _j SANITARY NAF`<IN D15f=05AL 11111 till III ....... 11 _j 7--1 tt � 32, 24' WHITE `HEWI'GRA5 BAR to 2 4 1 3 2B 33. HOO< 34. <OHLER MODEL <-V55 TOWEL RACX POL15HED 5RA55 FIN16H 35. 24' WHITE "HEWI'Gf;_>45 BAR - DIAGONAL REI-IOVE WHEN UNIT 15 ADAPTED 3 to. <OHLER MODEL <-2035 WALL MOUNTED $IN< LE, I14�= V �-O 3-1. 505RIC< MODEL 5-4112 WALL MOUNTED 60AP DISPENSER 3a. METAL LOCXER NOTE- NOTE- 3 cJ, WOOD BENCH WT &HOWER FAN TO BE RECE,56ED 2" INTO SLAB REFER TO SHEET A1.02 FOR 40, <OHLER MODEL T155UE HOLDER TO ACC:Ot101DATE 1/2" MAX CLIR5, 4CCES5151LITY INFORt'lATION 42' G. NOTE� ALL f=>U5LIC RE&TROOM6 D D FOR 5f=EC:IIFIC, FIXTURE AND AFFLIANCE d SHALL C-OMPLY WITH ALL 5, wx INFORI-IATION NOT SHOWN REFER TO w AFFLICA5LE CODE6. 139 5FECIFICATION MANUAL. 41 ]&/A239Z� 4zy 0 5'D IA. TURNING a. A AREA--\ 4 Ad j, rrRn 0 L r U F (P lu L--In- L _j 1 MIN' L 777 POWDER RM 13% 10— � 41 (2 �, 4 2 1 2S 3 14 e 25 HALL (A J—f=-]-N - E3 4 V-0 A23��_ 5GALE. 0 u_ CLEAR W M 5FACE MIN its PUBLIC BATHRM 133 PUBLI (C BATHRM 131a 0 MEN IEL-133 6GALE: 1/4 11=11-011 IEL-13S &CALE: 1/4 V-0` 1 42, L to F- AREA I N 00< CHK'D: A I-S. v (TYP) P.M. AMY CARPENTER WOMIN 136 F2 121 �, �j P.A. JIM WENTZ %wmmmmmmma ',5 14/A2.la- [4- q -01 PROJECT No.:15-1343 C F _j q 0 711/ L L 1 0, iq iq r 30*X4 < C L L it C 60,XF CLEAR I L L Ll CLEAR I 5FACE 1 -12 VAN J At I F- 9 Fotl f 11 5 E + L U-, -it J. U 1 1 G5 0, 0 _�j 2 1 A rl / i n 01 V IINI \111\11XIIIIII V I I v I h I I..Ljj 11 Im.a.-I I I I I I 1 11 2lb 3 1 2 4 20 a 21 e 3 21B 1 4 31 2 24 POWDER RM 136 FLN-5 SCAL E: '14 It- 0 w PUBLIC MATHRMe 210,212 0 i3 0 bi E_ 2 FLN-1 5CALE: 1/4"=V-0" > F_ <Z Lli w PUBLIC BATHRM 136 1 1 1 le. W 4 l' �-O 14 0- F I'D =3 IEU-1 A �LE IEL-13ro &CALE. 4 V-0" -11. eQ_w0os 42' GZ_ 30'x4a' w z CLEAR 0 w FI-7-31 0 SFACE -5 K w w (21 (L I 01 XC -1, -1 - 5, 0 0 e 1/2" F 7 MM 12/A2.18 101 E- ro'B" v I- . z /', 130 -LD:r"�c I ------- 15 'jla'l"lujl CL A P42E�'GB� / / I C, E It 11 1 i 15/A2.16 tt!2 --- t' L 9 �q '5- DIA 7� TURNING r b �4REA L 30 x4,S* CLEAR bb POWDER RMs 12rp.. 1073 Lj _j L -J'_ 01 FE-1 NI I I 1\1 I 1\1! I I fA I Ill I 1 11 6CALE; 1/4 V-0" B r B -w 23 3 2S 1 2 4 3 21B 1 4 2 Bro 31 4 2 1 2S 3 3ro IB 31 2 4 1 3 2c� 4 2 1 3 Bro C3 36 31 21 33 2 4 1 3 21B Uj IL PUBLIC BATHRM 113 (125 Sim) 4 2'-0' V, 4'-0 1/2' 12 IEL-1-13 &CALE. 1/4"=V-011 �5C, A �LE, V �-O 6 C, 4 �LE, V 0 FACE 51-01/2A 1�1 � ------------ U_ K [�4,2/G5 ll/,42.1& HOO< < 15 4 TYP U_ x4 130 a, I 0 53 f F_ \ -------- /A2 1, _j CLEAR l'-2 1/2' 1� 5PACE *13IIA2 la 0 30'�4 A 13 C) -1 LH i v 9>S* VAN! I I r 101 WOMEN v 11 L + L 11 >a i �A� A ftA�, A - P - - E_ !R L (L 7 IL 1 0 4 0 4 x U (L J1 till Ll 11 YI I Ill I I f I I I I I I I Ill. �11 a 1\1 I 1\1 I 1\1 I I I I I I I 1- 164 2 1 3 2cJ 21]�, 3(9 3 2lb 1 4 31 2 S 30 21 14 a 25 111RIOVs, 1,33, 1,34 U Lo 5AI 6 rM L4-\d Z _LLF, 5F4 19 F 07 I� z C ynz I L 1 q to P U 5 L I C, BATHIRM 210 PUBLIC BATHRM 212 ��111�LE, 1/4 ��= V �-V (DfL A IEL-210 5CALE: 1/4" V-0" IEL-212 6CALE: 1/4"=l'-0` JA 1 c 200L The Martin Architectural Group 10 11 12 15 14 ;5 16 17 18 19 0, �.Mv. 5 w t u I z CHK'D: P.M. -AMY CARPENTER P.A. -TIM WENTZ PROJECT NO.:15-1343-01 r') 00 z 0 LLI ui E_ _j 0 ui < Z 0 V) (L w 0 > w E-1 < 00 z 142.11B C 2001, The Martin Architeetural Group 41 0 LL. -91 N 0 0 0 FIXrURrm SCHEDULS SOFFIT SOFFIT 5 IT SOFFIT 1 0 (TYP) W213ro W213ro &,� 1. TOILET W2'115 W2124 W3��24 UJ213ro REMOVABLE CABINETS llfz�� I AT SINK AND WORK 2. 42' WHITE 'HEWI" GRAB BAR GLASS GLASS SPACE FRONT FRONT CABINETS CABINET 3. 36" WHITE 'HEWI"GRAB BAR Cq I , CT 5AC<6PLA5H 4. 505RIC< MODEL 5-21460 TISSUE HOLDER (TYP) 5. VANITY BASE CA51NET 5HOWER RECEPTOR 114 0 0 0 0 E== (TO MEET ALL ADA/ AN51 0 5PACF= X 4 PROVIDE REOUIREMENTS) 30" x 45' ------ CLEAR FLOOR FLEXIBLE H05E 4 SPRAY SPACE AT ALL x :1110 i 4 5. 4" 5ACXSFLASH / SIDESPLA61-1 GE 521 REF. ]a. 6530 30 18. _1'_530 530 - ------ I APPLIANCES D/W REM EM D/W EM REM. (TYP.) —CONTINUE FLOORING 1.2), MIRROR UNDER REM CA51NETS _j 10. TOWEL BAR 22 Iro 115 15 22 IS a J'b 22 a 22 NOTE: — 11. C:ERAMIC TILE FIN15H REPLACE IS C.F1 NTYr UNIT KITCHEN ELEVATION �XT'rP UNIT KITCHEN ELEVATION /e.\T'10P UNIT KITCHEN ELEVATION 'f0P UNIT KITCHEN ELEVATION REFRIG. WITH I r 011111111i el 12. MEDIC:INE CABINET L_ ACCESSIBLE 00 F <3> HANDICAP =APTA51.11111 Q15 WANDICAP C*40ITION * LNIT 11 NAII-MICAP ZWPT�Aft& REFRIG. WHEN 13, VANITY LIGHT FIXTURE HANDICAP ADAPTA" REFER TO SHEET A1.02 ADAPTED NOTE: REFER TO ACCES5151LITY 4 ADAPTA51LITY REQUIREMENTS FOR MORE ACCESSIBIL ITY 14. VANITY C;OUNTEi;R W/ UNDERMOUNT51N< FOR ADDITIONAL NOTES AND INFORMATION INFORMATION CD 15. REFRIGERATOR I&- RANGE W1 HOOD M. 30" T-11N.51N< BASE CA51NET TYP. UNIT KITCHEN ELEVATION Ia. BASE C:ABINET & U1_5_< SCALE. 1/4'=V-0i" 113. WALL HUNG CABINETS 20. 4" VANi7Y 5ACX&F:L,45H 21. <ITC:HEN SOFFIT E E 22, FILLER PANEL (AS REQUIRED) 23. URINAL 24. 505RIC< MODEL 1041 PARTITION 25. PRIVAC;Y 5GREEN 42 B. 2 42"G.5 0. 2rol TU5 UNIT k-- 4, IN ------ 1 . . . . . . . . ....... CLEAR SPACE 2-1, 505RIC:< MODEL 5-421344 TOLUEL 4a"x4a' nil. III IL-4 co DISPENSER 4 TRAS�4 RECPTOR 4ax4a' W 30"x4a CLEAR SPACE x I\ I I — AT TOILET X CLEAR 25. 505RIC;< MODEL 5-a22 SOAP DIE)f=ENER CLEAR AT TOILET x . ..... f5PACE �T L'_22 _j �PACE �T 1111111113 LAUNDRYi 2cj� 505RICK MODEL 5-3011 SEAT GOVER D15F I CLEAR W LAUNDRYi 1 15PACE L V 30, 505RIC;< MODEL 5-43500 z AT LAV 0 q / I A I 1 11 1 11 HI 14 ---n L SANITARY NAf=<IN 1DI,5f=EN5OR L 'V�:= ------ — C4 END FLR EXT% 31. 50BRIr-< MODEL 5-2-10 UNDE CONTROL SANITARY N,4f:=`<IN D16F>06AL I CONTROL 6 5 12 3 ro LOCATION 32. 24' WHITE "HELUI" GRAB BAR LOCATION R VANI"T q"-\4UNIT 15Ark raLavATION < > U �NICT �BA OTMIIH�48E L Z �VA OTI I �10N w �/17` U 5 "A UNIT BATH ELEVATION UNIT MATH ELEVATION Ali= HAANZICAP ADAPTA51.11111 kAhZICAP ACMIlifill kAhZICAP AZAMADI.9 PROVID;= \-3C'x4 NOTE- 34. <CHLER MODEL <-10155 TOWEL RAG< ICAP AlOAMAStS N� REMOVE SHOWER 33. Hoc< "i 04P �AmAlzjx PROVIDE \-30'X48" BLOCKING FOR CLEAR SPAC DOOR AND FRAME, FDOLI&HED 5RA55 FINISH BLOCKING FOR CLEAR NOTE: REFER TOACCES515ILITY 4 ADAPTABILITY REQUIREMENTS SEAT 4 GRAB AT SHOWER WHEN ADAPTED, TO GRAB BARS AT TUR IFORADDITIONAL NOTES AND INFORMATION NOTE- Provide tempered elass shower door ft�p.) BARS (TYP.) PROVIDE FULL WIDTH 35, 24' WHITE "HELUI' GRAB BAR - DIAGON,41- (TYf=',) remove at adapted units. Provide block:lne For shower REFER TO SHEET A1,02 ACCPS5. PROVIDE REFER TO SHEET AlZI2 NOTE. shower pan shown recessed 2' into Floor seat and!@rab bare 'in all locations. FOR MORE ACCESSIBILITY CURTAIN 4 ROD, REt-10VE WHEN UNIT 15 4[)Af=TFD FOR MORE ACCES6151LITY to accomodate 1/2" max required curb INFORMATION Big>. <CHLER MODEL <-203r5 WALL MOUNTED $IN< INFORMATION see architectural plans For Further details 31 505RIC:< MODEL 5-4112 WALL MOUNTED 50,4f= UNIT& 5, 51, 52, C, D-(5ATI­4 #2), UNITS 5, 51, 52, C, D -(BATH '*2), DI&FEN5ER TUB D145ATH *2) 4 [)2-(5ATH*2) ar"T""l UN I T BATH BLEVATIOND145ATH "2) 4 D245ATI-4#2) T*rP. BATH PLAN 30. METAL LOr_<ER LT TH 4 W' 2 3S. WOOD BENCH �U -5- �3t�N D ­IC7�=F! �A �DA F T A 5 L E SCALE: '/4 V- 0 SCALE: '/4"=V-0"_ U-5-1 SCALE: 1/4" = V— 0 40. <OHLER MODEL <-1e(o0f='5 T155UE HOLDER UNITS 5, 51, 52, C, D45ATH '*2), D145ATH *2) 4 Z)2-(E3ATH*2) NOTE- HANDICAFFED ADAFT,45LE D D FOR 5FEC,11FIG FIXTURE AND AFFLIANCE do 0 INFORMATION NOT 5HOWN REFER TO --------- It I "U PROVIDE 5FECIFICATION MANUAL. >: ---- --- BLOCKING FOR SEAT 4 GRAB M R i if BARS (TYP.) 41 lu� 0 fill CONTROL ull LOCATION X �D OC; - - - - 0 x 4Tff-FR-" q W/ 0 0 I CLEAR -4-30'x45" U w SPACE >1 Irk 7 m� F- 0 CLEAR SPACE ly IL LIN AT SHOWER E END FL RING If I UN ER N'ANI 30'x46' iCLEAR IN i5FACE L___ 40 1 32 34 13 5 S 2 40 34 5 13 a O:L I IAT LAV 1 4, i + 0 IN I T BATH RLEVokr I ON UNIT BATH ELEVATION TH r 'VATION L IDA ELIZ nSUNIT BATH ELAVATION qIT 511TH 'IT, <�> HANDICAP AZAPTAbIx NANDI AZAPTA" N�/ HAND ADAPTABIA INOTP- REFER TO ACCESSIBILITY 4 ADAPTABILITY REQUIREMENTS NOTE., Provide tempered elaes shower door (tSp.) 4a'x4,5' FORADDITIONAL NOTES AND INFORMATION remove at aclapted units. Provide blockine For shower CLEAR SPACE NQTF=. shower pan shown recessed 2' into Floor seat and erab bars in all locations. AT TOILET to accomodate 1/2"max required curb REFER TO SHEET A1.02 FOR MORE ACCE55151LITY see architectural plans For Further details 01 INFORMATION CHK'D: Agr� A U N I T A �90, 144 �TTH" L �EVA �ATT 11 �ONN�� P.M. -AMY CARPENTER 'T "4 Ul SIC 114.--V-0. _'4_1 -TIM WEN TZ A-5 'ALE. P. A. . PROJECT No.:15-1343-01 HANDICAFFED ADAFTAE3LE C C Li N, -------- Ell 11 NOTE- REFER TO SHEET A1.02 REMOVE SHOWER FOR MORE ACCE551BILITY 12 DOOR AND FRAME, M LZ INFORMATION MAX WHEN ADAPTED, TO oa 0� :�)a PROVIDE FULL WIDTH 30'x4,5* 4ai lb U_ --------- 0 z ACCE65. PROVIDE :3 -j I 30"x4a. CURTAIN 4 ROD. CLEAR SPACE CLEAR SPACE Lu 0 AT SHOWER AT TOILET ;171 4 13 7 1 CLEAR 6i E-o 6) F- 0 AT LAV _F1_____j IN I I I 1\1 I I H 17 7-T77- 0z 7 U-1 42' EXTEND FL�ORING I L_I­----4--- -J ry V) M UNDERVAN-, I III �< CONTROL --1-- 1 46"x46' :3 LOCATION 1 5 1 (1) 35 3 2ro 1 40 2 32 1 26 5 S 34 1 32 2 ro Ia 12 1 CLEAR SPACE 0 I AT TOILET UNIT BATH NLRY41TION �UNIT BATH ELEVATION �"Ilr BATH ELIRVATION ^,-iiUNIT BATH ELEVATION + 42""IGB, -- ---- 50"x413' I I H===== PROVIDE A M 30'x4V + EAR I HA�-ZZAP ADAPTAZ�A ko-Daw ADAPTA HANDICAP ADAPITABli.1111 ADAPTAbli-1111 --CLEAR A ACE 4T N� -jRA5 CONTRO I 30'x46' z + SPACE C iLAUNDRYI SEAT 4 C 5 NOTE: REFER TO ACCESSIBILITY 4 ADAPTABILITY REQUIREMENTS L 3: L) 5AR5 (TYFI.) AT LAV LOCATION CLEAR SPACE < E- IFOR ADDITIONAL NOTES AND INFOF;�MATION AT TUB PROVIDE C5 M LrL— REFER TO SHEET AIZ2 BLOCKING FOR z L=T FOR MORE ACCESSIBILITY GRAB 5AR5 INFORMATION (TYP.) �UNN 11 �TTB�11, 144 �1( 1U1 �3411 3 �)150 �A TT �IHPO �OL, Al�,NN UNIT 01 BATH ELEVATION /--�UNIT 01 MATH PLAN SCALE. 114.--V-0. S Ul-C-5 SCALE: 144"=V-0" ��"U-Cl�-IHAND�ICA�fzf=E�D A�DAf�=TA15�LE�S�CALEE- 11�4�--V�-O- B Uj t— IL \F==O MIR L___j (V IL Ul X q <u- 0 a IL �5 _j L") qj) I T ;t W rTL. :3 LU CIA #6 :z I fill all 111111 ]fill 1I A 5 2 40 1 34 e 13 40 34 a2 1 1 40 13 5 S 1 40 32 5 12 N,UNIT BATH ELEVATION z �1�42 EVI ^Q UNIT BATH ELEVATION /�UNIT BATH ELEVATION �UNIT �5,A4TH.P5,LEVAT I �ON lwu�/TUB, N 0 AP D&L� K0=jt!T A=OnA� D 14ANOICAP AZAPTA061111 _.,,�\UNIT BATH ELEVATION INOTE: REFER TOACCESS151LITY 4 ADAPTABILITY REQUIREMENTS FOR ADDITIONAL NOTES AND INFORMATION N TE, Provide tempered!@lass shower door ft�p.) remove at adapted units. Provide block:fine for shower NOTE. shower pan shown recessed 2" into Floor seat and erab bare in all locations. to accomodate V2'max required curb see architectural plans For further details UNIT BIA (U313) BATH ELEVATION UNIT 01 POWDER ROOM ELEVATION UNIT 01 POWDER RM 1, Fq1111 30 EM 20E0 =U1 - E L 12 SCALE- 1/4'=V-0" UI_C_f=D SCALE, l,/4'=1'-0` SCALE: 1/4"=V-0" A A 2001, The Martin Architectural Group 0 11 0 PIXTURM SCHBOULam 1. TOILET 2. 42" WHITE "HEW[" Gf�,'45 BAR -FT-F-T-TT-FT-1 3. 3ro' WHITE "HEWI' GRAB BAR --------- 4. BOBRICK MODEL 5-2-14roO T156UE HOLDER --- ---- MIR 5. VANITY BASE CABINET 6. 6HOWER RECEPTOR I A. TO MEET ALL ADA/AN61 tu REaUIREMENT5) A*c: IL _W It ilk I I 1 FLEX15LE H05E 45FRAY _U=1Lj —1-LjH I/ _$ a. 4' 5ACKSPLASH / e>IDE5PLA5H v NJ cj" MIRROR 10. TOWEL BAR a a 12 3 3 1 11 35 11 1 34 11 34 1 4013 5 15 + 11, CERAMIC TILE FIN15H 12, MEDICINE CABINET 13. zHT FIXTURE VANITY LIr_ 14. VANITY COUNTER W1 UNDERMOUNT SINK I REFRIGERATOR 1&, RANGE W/ HOOD 1-1. 30' MIN. &IN< 5ASE CABINET 10-0 TYR UNIT "0" BATH 01 ELOVATION 0. 1 ts. BA5E CA51NET 90, SCALE: 1/4"=V-0" 11b. WALL HUNG CA51NET6 20, 4' VANITY 5AC<5FLA5H 21, <ITCHEN 5OFFIT E E 22. FILLER PANEL (A5 REaUIRED) 23� U, RINAL J 24, 505RIC:< MODEL 1041 PARTITION 25. PRIVACY 5CREEN 2 ro. TUB UNIT 21, 505RICK MODEL 5-42:�44 TOWEL --- ------- 4 V D15FEN15ER 4 TRA5H RECPTCR MIR D f3 2a. BOBRIC< MODEL B-a22 60AP D16PENER X 29. 505RIC< MODEL 5-3011 5EAT COVER D15F # 30. 505RIC< MODEL 5-43500 - ----- U_ 5ANITARY NAP<IN D15PEN50R LU 7 01: 31, 505RIC< MODEL 5-2-10 Lid i I-- (j) A -1 5ANITARY NAF<IN DISPOSAL F r 32. 24' WHITE "HEWI" GRAB BAR 1 34 40 13 5 e 5 12 33. HOO< 34 1 35 11 5 a 32 (11 1 32 a 34. <OHLER MODEL <-Iro`155 TOWEL RAC< POI-15HED 5RA65 FIN16H ne �N_m BATH -m-F-VA-TION 35. 24WHITE "HEWI" GRAB BAR - DIAGONAL N0001 REMOVE WHEN UNIT 15 ADAPTED 3 ro, <CHLER MODEL <-2035 WALL MOUNTED 51N< 31. 505RIC< MODEL 5-4112 WALL MOUNTED 50AP D16PEN&ER 01 ELEVATION all, 01� 3a, METAL L0C<ER r B'4 3'3. WOOD BENCH 40, <OHLER, MODEL <--1CJro0F=>5 T156UE HOLDER NOTE- a 0 9 D D MA FOR &PECIIFIC, FIXTURE AND AFFLIANC;E INFORT-1ATION NOT 6HOWN REFER TO Z. 6FEGIFICATION t�IANUAL, MIR ------ BLOC<ING FOR 0 SEAT 4 GRAB 5) 1 A. I & I__ I 71 eARS (TYP.) iCLEAR I \ A�l I A L I I C, 1SPACE AT LAUNDRt 45"x4V CLEARSPACE v v + AT TOILET CLEAR SPACE AT LAV 2 40 1 34 40 1 34 32 13 5 S ro 1 12 5 35 30'x46" CLEAR SPACE < �NU ^\UNIT BATH RlnVATION eps�"IT ISATH M.NVATION AT SHOWER ADAPTAIDIA HANDICAP AZAMADLX Ail, 0 0 6� ip A � =Afn bL� A x El NOTE- REFER TO ACCESSIBILITY 4 ADAPTABILITY REQUIREMENTS CONTROL FOR ADDITIONAL NOTES AND INFORMATION LOCATION N-O_T_F_. shower pan shown recessed 2' into floor REFER TO SHEET AID2 to accomodats 1/2" max requ*ired curb FOR MORE ACCESS1151LITY see architectural plans for further details INFORMATION CHK'D: j'T5 B44"' 3'"MV40" GURST SUITS BATH 3LBYATION P.M. AMY CARPENTER VU I U-! - E03 144-=�-O- U-4-2 &CALE- '/4"=1'-0" P.A. -TIM WENTZ PROJECT NO.:15-1343-01 C C < < MIR A 5, X CD I F -- ---- =3 _j U3 Z W LLJ E- _j 0 < Z LLJ C) ry M r7 < 5 S 2 34 1 40 34 1 40 35 3 111 (L W co z 0 z B B REFER TO SHEET AIZ2 FOR MORE ACCESSIBILITY INFORMATION 0 IL F- MIR 0 r, ;,11-in -7 -T -r,,T" X J L_1qLj il a ::LEAR LL -H+ SPACE .1 W AT LAV 30"x4V old CLEAR PROVIDE 4a'x4a' A7 5LOr-KiNG FOR CLR SPACE 0 F� !AT TUB GRA5 5AR-5 IL AT TOILET A TYP.) ca A 26 a5 40 1 2 40 1 34 12 3 e 5 13 1 14, -----L - I--- I L I +— ai I—r UNIT SA-rk sLaVATION UNIT IDATH ELEVATION \UNIT SA-rk ELEVATION 0.^\ UNIT 5ATk SLUVATION HANDICAP AZIAPTAOLS ADAPTAftm WA—NDICAP ADAPTA51.9 or :3 CONTROL- ENOTE- REFER TO ACCE55151LITY 4 ADAPTA51LITY REQUIREMENT51 LOCATION OT� FOR ADDITIONAL NOTES AND INFORMATION UNIT 8 SATH 02 ML3VATION IT ra BATH 02 FmImAN UI-E-52 5CALE- 1/4"=V-0" U_E_1 5CALE- 1/4 1t=11-011 42.21 _LA I � 2001, The Martiu Architec 5 16 17 18 OVMRALL MAST MLMVATION &CALE, 111(o"=l'-O` E C I ELV-02 5C,,4LE: ELV-0-4 IELV-03 ELV-05 ELV-O(o &CALE, 11lro"=V-O` 6CALE: 11lro"=l'-O` 6CALE: 1/1&"=V-O` ---- --------- &CALE: 1/1&"=l'-O" <E**r PLAN IE 14 C 113 f k! 0 z lu @ 94 �zz CHK'D: P.M. -AMY CARPENTER P.A. -TIM WENTZ PROJ ECT NO.:15-1343-01 "Q1 < C� C� M r) z 0 Z LLI T) > 0 LLI cn f-r- A C/) 174 LU > w W -:J 0 w > LU z ` ry 01 Ck 1 Z 1 1 ILLI I 0 I I 4J 0 0 U. rn Ix N 0 LIN N A I 10 11 12 13 14 *5 16 sc A 43.01 1 (D 2001, The Martin Architectural Group I 4 A4�03 A403 ---------- L ----------- ol ol T.O.-FLANK _T-o _t�_A 2n� LVL LA T-9 ':� M,�FN L� L OWER LVL 5.0, FTG ol \—STONE CONTROL JOINT----/ --------- ------- --- �4 ------- - - :v- 'T --- -------- ----------- ------- ---- ------- 4 - - ----------- — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — -- -- — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — ---- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- I PARTIAL EAST ELEVATION I -V-01 5CALE. I/a"=P-O' (D-!E!L am ���wft�mw am am =mom ALL CEMENTITIOUS SIDING AND TRIM 15 TO BE PRIMED (ALL SIDES, INCLUDING CUT ENDS) AND FNISPED, AS PER MANUFACTURER'S INSTRUCTIONS, WITP AN Of -AMP: STAIN 'CEMTRIM' TO BE FASTENED AND INSTALLED AS PER MANUFACTURER'$ RECCOMENDATIONS. 'SCREW$ SPOULD NOT BE COUNTER -SUNK. FILL ANY POLES OR DEFECTS WITP CEMENT PATCP OR ACRILIC LATEX CAULK P�OR TO FINISH COAT. APPLY &'WIDE STRIP OF 15p FELT BEP[ND BUTT JOINT$ OF TRIM BOARDS. JOINT$ IN RUNNNING TRIM $PALL BE TIGPTLY BUTTED TOGETPER TO T T.O. LOW 5 0 FTG -------------------- ----------- 'LL a-0. 12 A301 y 4 Y.- �_, yo �31 y 13 'NA4Z3) NA403) NA4.03) N,460a) NA4.02) NA4.09), — — — — — — — — — — — — — — - ---- --- ---------- - -------------------------- -------------------------- --- ------------------------------- Lr -------------- I e ----------- TL - ------- f ---- --- --------- ------- ---------------- ---------- - -------------------------- I — — — — — — — — — — — — — — — — — — ----- — — — — — — — — — — — — — — — — — — — --- % -- — — — — — — — — — — — — — — — — — -- T.O. PLANK (P T.O. PLANK 2nd LV�i ol T.O. PLANKi MAIN LVL T.o. SLA5 Law—EP-, _LVL 5,0. FTG 014 OP ELEVATION <5*100NOTIES PDARTIAL BAST ELEVATION 3-0 CONCRET9 ELV-01 SCALE: I/a"=V-0" SIM yol* �_l 'NA4Z4� — — — — — — — — — — — — — — — — elm rl-:=' I /AININC-Z W/ALL I MY C VIL ENGINEER -------------------- Sim ELV-02 6CALE: 1/0"=V-011 T.O. PLANK ol T.O. PLANK 3rd LVL T.O. PLAN< �, �l 2nd LVL Zvi (P T.O. F`LAN< MAIN LVL T.O. SLAB LOWER L\/_l M- B.O. FTG 3.1 CONCRETE FOUNDATION WALL 32 CONTINUOUS CONCRETE FOOTING 4.0 MAS�RY 4.1 'CULTURED $TONE" VENEER 42 'CULTURED STONE' WATER TABLE $ILL 43 'CULTURED STONE' TRIM STONE 4A 'CULTURED STONE"KEYSTONE 4-55 'CULTURED STONE' CAPSTONE 4.& $LATE COPING 5.0 METAL rpJ ALUMINUM LATTICE (12'xl2'GRID) 52 ALUMINUM RAILING SYSTEM 53 METAL COPING CTU L MECP IC L GRI L ME MEC D 55 PRE-FINI E ITE ME AL STOP w IxS WOOD FASCIA w/ ALUM WRAP 62 Ix5 WOOD RAKE w/ ALUM WRAP ro.3 'FYPON* CROUN FASCIA MOLD. 0062200 6.4 'FYPON' WINDSOR WINDOW PEAD ro _vp 'FYPON' BUCKINGHAM WINDOW HEAD 616 'FYPON' EYEBROW WINDOW HEAD w/ KEY ro I 'FYPON' CARVINAL ENTRANCE SYSTEM &A� 'FYi=>ON' WINDOW SILL 0 al-1801 ro.lB 'FYPON' LOUVER 0 662028 &JO 'FYPON' BRACKET # Oro2300 6.11 *FYPON' BALUSTER 0 184331 6.12 *FYf=,ON' NEWEL POST * 504100/504200 6.13 IFYPON' POST CAP 0 131600 roJ4 'FYPON' TOP RAIL 0 124000 ro-15 'FYPON* BOTTOM R�L & 124100 &�I& v oiA. FIBERGLASS COLUMN ro.11 15' 0 [A. F15ERGLASS COLUMN &.16 2 x 2 TRELLIS STRIPS &JS 2 x 8 TRELLIS JOISTS (DOU15LFD) > 620 2 x 10 TRELLIS BEAM (DOUBLED) ro 21 'FYPON* PLAIN SEGMENT WINDOUJ WEAD 622 2 X 4 RED CEDAR LUMBER 623 FYPON SIGN 15CARD (OR E0.) DOUBLE FACEDA 624 FYPON 120500 NOSE 4 COVE MOLDING F 10 TP 0 IJ DIMENSIONAL ASPWALT SqINGLES 12 CONCEALED ALUM FLASPING 13 'CEMPLANK' PORIZ SIDING - 4* EXPOSURE COLOR 01 1.4 'CEMPLANK' HORIZ SIDING - VEXPOSURE COLOR 02 'l _57 'CEMPLANK' lx5 TRIM 16 'CEMPLANK' lxj& TRIM ii ICEMPLANK' lx4 TRIM la 'CEMPLANK' PANEL 1.13 'CEMPLANK' t/2x TRIM 1.10 'CEMPLANK' 1/2x TRIM IJI PORTLAND CEMENT BASED PLASTER IJ2 'CEMPLANK' IxIO TRIM E c z 6 TY2 00 IN m P.)�: �_z a< W� .qz CHK'D: P.M. �AMY CARPENTER P.A. :TIM WENTZ PROJECT No.:15-1343-01 LJ < (� rtj Q z z :3 0 W 0 0 LJ Fn-J,..q > k < ui ry uj ILL! 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SLAB LOWER LVL FTG ---- ----------- ----------------------------------- ------------- ------------------ 7 -------------------------------- ------------------------------------------------- A301 A301 fol4feariALs warlsor rElravo4orloN OW T ' Y-41 �5 — — — — — — — — — — — — — — — — NA4-06) LL awnUTW MURVAT I Ml EL T.O� PLANK Zvi T.O. PLAN< t=- 3rd 1,7� LVL T.O. PLANK 2nd LvL T.O. PLAN< T.O. 5LA5 LOWER LVL T.O. PLANK T.O. PLANK. nd LVL 0 -1 (P T.0, PLANK MAIN LVL T-0. S�A��4 LOWER LVL B.O. FTG ALL CEMENTITIOUS SIDING AND TRIM 15 TO BE PRIMED (ALL SIDES, INCLUDING CUT ENDS) AND FfNI6WED, AS PER MANUFACTURER'$ INSTRUCTIONS, WITW AN OPAQUE STAIN 'CEMTRIM" TO BE FASTENED AND INSTALLED AS PER MANUFACTURER'$ RECCOMENDATIONS. SCREW$ $14OULD NOT BE COUNTER -SUNK. FILL ANY WOLES OR DEFECTS WITW CEMENT PATCW OR ACRILIC LATEX CAULK PRIOR TO FINI-614 COAT. APPLY ro' WIDE STRIP OF 150 FELT 5EWIND BUTT JOINTS OF TRIM BOARDS. JOINTS IN RUNNNING TRIM 6WALL BE TIGWTLY BUTTED TOGETWESZ 3-0 CONCRETE 3J CONCRETE FOUNDATION WALL 32 CONTINUOUS CONCRETE FOOTING 4.0 MASONRY 4.1 'CULTURED STONE' VENEER 42 'CULTURED STONE' WATER TABLE SILL 43 'CULTURED STONE' TRIM STONE 4.4 'CULTURED STONE' KEYSTONE 4.5 'CULTURED STONE' CAPSTONE 410 SLATE COPING 5�0 METAL 5J ALUMINUM LATTICE (12'xl2'GRID) 5.2 ALUMINUM RAILING SYSTEM 53 METAL COPING 5. MECW. DWG6� 5.5 PRE-FINISWED WWITE METAL GRAVEL STOP ro_0 WOODS AND PLASTICS ro.1 lx6 WOOD FASCIA w/ ALUM WRAP &2 Ix6 WOOD RAKE w/ ALUM WRAP & -3 "FYPON' CROWN FASCIA MOLD. 00$2200 &A 'FYPON' WINDSOR WINDOW WEAD ro -5 - "FYf*ON* SUCKINGWAM WINDOW qEAD ro lo 'FYPON' EYEBROW WINDOW WEAD w/ KEY "FYPON' CARDINAL ENTRANCE SYSTEM 'FYPON' WINDOW SILL 0 671801 &.S 'FYf=ON* LOUVER 0 &&2026 900 "F-YPON' BRACKET 0 Cro2300 &JI *FYPON' BALUSTER 0 184331 (54 �PFZE -FIN SWED W�T41TE- METAL_6 �gt.o W D, f A LAS 5 A I 6.12 'FYPON' NEWEL POST 0 5,04100/504200 &J3 'FYP0N* POST CAP 0 131600 Co.14 *FYPON' TOP RAIL & 124000 ro-15 'r-YPON' 50TTOM RAIL 0 124100 &J& a' DIA. FIBERGLASS COLUMN &J'l 15' DIA. FIBERGLASS COLUMN ro-15 2 x 2 TRELLIS STRIPS &J'3 2 x 6 TRELLIS JOISTS (DOUBLED) &.20 2 x 10 TRELLIS BEAM (DOUBLED) e>21 'FYPON' PLAIN SEGMENT WINDOW WEAD &.22 2 X 4 RED CEDAR LUMBER 623 FYPON SIGN BOARD (OR E0.) DOUBLE FACED -6-24 FYfz>O-N 12-0-5-0-0. NOSE 49 COVE MOLDING "ID I E rl ON IJ DIMENSIONAL ASPWALT SWINGLE$ "12 CONCEALED ALUM FLASWING 13 *CEMPLANK' WORIZ SIDING - 4' EXPOSURE COLOR 01 1.4 'CEMPLANK' WORIZ SIDING - &'EXPOSURE COLOR 02 1.5 'CEMPLANK' Ixa TRIM l4p 'CEMPLANK' lx& TRIM 1,1 'CEMPLANK' Ix4 TRIM 1.5 'CEMPLANK' PANEL I.S 'CEMPLANK' 1/2x TRIM IJO "CEMPLANK' 1/2x TRIM IJI PORTLAND CEMENT BASED PLASTER 1J2 'CEMPLANK' IxIO TRIM Eel C.0 00 cq z z wz -z C H K'D: P.M. -AMY CARPENTER P.A. -TIM WENTZ PROJECT NO.:15-1343-01 < 01 Z C) Z W d) w u� > iy < Li ry 7- 080 U) W w Iii n ts) OL o D () uj Z Lu -J uj w III w M W 5-: m 0 IL w .4 -1� ry z r) 2 4 A I C 5", PLANK 01 -4 T 0 PLANK �- --r� - - 3. LVL TO PLANK LVL � T 0 PLANK _L T - N_ L-V TO 5LA5 LOWER LVL 5 . FTG— A I 10 11 12 PARTIAL NA5"T COURTYARD ELEVATION 16 I-ol 1-�� 17 V 0 5 0 A4.01 A4Z'l 1/0"=1 -0 4�/ 4�/ "Mani NA40-5) NA4-05) NA4Z5) N, ---- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- nP14RTIAL EAST COURTYARD ELEVATION -ELV rpa 0�, 5CALE: I/V=V-0" PLAN< 0) PLANK 3rd LVL PLAN< 2nd LVL :% PLANK LVL '.0. SLAB )@6R_Ev_L_­1 5.0. FTG 1125LIEVATION <32- *100N 0 T 2 6 3-0 CONCRETE 3J CONCRETE FOUNDATION WALL 32 CONTINUOUS CONCRETE FOOTING 40 MA52NRY 4J 'CULTURED STONE' VENEER 42 'CULTURED STONE' WATER TABLE SILL 43 'CULTURED STONE' TRIM STONE 4.4 'CULTURED STONE' KEYSTONE 4.5 'CULTURED STONE* CAPSTONE 4.6 $LATE COPING 50 METAL 5J ALUMINUM LATTICE (12'xV GRID) 52 ALUMINUM RAILING SYSTEM 5.3 METAL COPING 54 +1 .4' " I 1 '11 Eic:��], !!I A DU436 13: 1; � �: 5.5 PRE-FIN16PED U941TE METAL GRAVEL STOP :�2 90ODS AND PLASTICS &,I Ix6 WOOD FASCIA w/ ALUM WRAP 62 Ix6 WOOD 1;;,14KE wl ALUM WRAP ro 3 'FYPON' CROWN FASCIA MOLD. 008�2200 (7.4 'FYPON' WINDSOR WINDOW HEAD 65 'FYPON' BUCKINGHAM WINDOW HEAD rob 'FYPON' EYEBROW WINDOW HEAD w/ KEY (9, 1 'FYPON' CARDINAL ENTRANCE SYSTEM roz IFYPONI WINDOW SILL 0 al-1801 ro�,B 'FYPON' LOUVER 0 662026 6.10 *FYPON' BRACKET 062300 ro-11 "FYPON' BALUSTER 164331 ro.12 *FYPON'NEWEL POST 0 E704100/504200 & 3 "FYPON' POST CAP 1 131600 6.14 *FYPON' TOP RAIL 0 124000 ro-151 'FYPON' 150TTOM RAIL 0 124100 F 906 6' DIA. FIBER31-ASS COLUMN roil 15' DIA. FIBER3LA56 COLUMN &J6 2 x 2 TRELLIS STRIPS ro-IS 2 x & TRELLIS JOISTS (DOUBLED) 620 2 x 10 TRELLIS BEAM (DOUBLED) 621 'FYI=ON* PLAIN SEGMENT WINDOW HEAD &Z 2 X 4 RED CEDAR LUMBER &23 FYPON SIGN BOARD (OR EQ.) DOUBLE FACED �,624 FYPON 120500 NOSE 4 COVE MOLDING 1.0 T TURE ION IJ DIMENSIONAL ASPHALT SWINGLE$ 12 CONCEALED ALUM FLASHING 13 'CEMPLANK' 14ORIZ SIDING - 4' EXPOSURE COLOR 01 1,4 'CEMPLANK' WORIZ SIDING - ro' EXPOSURE COLOR 02 15 'CEMPLANK' Ix6 TRIM 1.6 'CEMPLANK' Ix& TRIM i.i 'r-EMPLANK' Ix4 TRIM 1.5 'CEMPLANK' PANEL 1.5 *CEMPLANK' 1/2x TRIM 1.10 'CEMPLANK' 1/2x TRIM IM PORTLAND CEMENT BASED PLASTER lJ2 'CEMPLANK' IxIO TRIM a ALL CEMENTITIOUS SIDING AND TRIM 16 TO BE PRIMED (ALL SIDES, INCLUDING CUT ENDS) AND FINISPED, AS PER MANUFACTURER'S INSTRUCTIONS, WITH AN OPAQUE STAIN 'CEMTRIM' TO BE FASTENED AND INSTALLED AS PER MANUFACTURER'S RECCOMENDATIONS. SCREW$ SHOULD NOT BE COUNTER-SUWt_ FILL ANY POLES OR DEFECTS WITH CEMENT PATCH OR ACRILIC LATEX CAULK PRIOR TO FINISH COAT, APPLY 6' WIDE STRIP OF IrP# FELT eEPIND BUTT JOINT$ OF TRIM BOARDS. JOINT$ IN RUNNNING TRIM $HALL BE TIGHTLY BUTTED TOGETHER, 11m :01 A a c a A -1�p u? 0 G ;0.9 00 to w � U ci A z o W,4 > 2w �46 ILI - 6 P-: fit CHK'D: P.M. -AMY CARPENTER P.A. -TIM WENTZ PROJECT No.:15-1343-01 < 0 < Mr r) z w 73 d) o Ld d) W < > LU W :3 q) w 0- w Ul ILI w m < ry 0 LL z I — I r) 2001, The Martin Architeetural Group 0� 01 0 0 9 .1 I I C n. A4Zro Sim -------------- ---------------------- T.O. PLANK K� I 3rd-LVL 1.6 E-_ FEHIHI FFEa I] IF FF1 11 =1 FMI =1 LJ [HI I 67 -1 FF R 1E1 E E H LLUI H±LJ L U-i A�.TO PLANK VE 4.1 FFHEI FFH1 HH:�: FUJI FRFH IEH ZE RALL] 171 Effl TH ffl LLjj (P :H FRI;lj-- LLLJI I 1 1; T0� PLANK IN LVL 1­0 Hid H::]HA HA LLI I L] Lt.] -H +flH T,0, SLAB v C WER LVL 3.1 COURTYARD WALL .0. FTC_j 32 ------- SEE AS,03 ---------- ------ --------------------------------------------------------------------------------- ---------------------------------------------------------------- ll-A -------------------------------------------- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- PARTIAL. WrEST COURTYARD rELSEVATION 10-0 mw ELV-O& SC,41LE: 1/5-=11-011 m­ on, —i mo m-, ow om 0� 0,0 "'o 4� 4� 6� 4� 0� mm, . . . . . . . . . . . . . ummm mm moo 0,0,mm mm m,0 em "a "m mm goo — Mo em ma . . . mm 4� "a om om . . . . . . mm am em 0,0 . . . 40 . . . . . . . . mm mm . . . . . 4m ....j 'NA4.02) A4.02 'NA4.02) -, — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — --- r4 IV ' ELV-O& 5CALE: ]/a"= V-0" ANK LVL ANK LVL 111 Iml �LNK ALL CEMENTITIOUS SIDING AND TRIM 16 TO BE PRIMED (ALL SIDES, INCLUDING CUT ENDS) AND FINISHED, AS PER VL MANUFACTURER'$ INSTRUCTIONS, WITH AN OPAQUE STAIN 'CEMTRIM' TO BE FASTENED AND INSTALLED AS PER MANUFACTURER'$ RECCOMENDATIONS. SuCREWS SHOULD NOT BE COUNTER -SUN< FILL ANY HOLES OR DEFECTS WITH CEMENT PATCH OR ACRILIC LATEX CAULK PRIOR TO FINISH COAT� APPLY V WIDE STRIP OF 150 FELT 5EWIND BUTT JOINT$ OF �jh TRIM BOARDS. JOINT$ IN RUNNNING TRIM SHALL BE TIGHTLY BUTTED TOGETHER LVL FTG Ah, 3jQ CQNreRETE 33 CONCRETE FOUNDATION WALL 32 CONTINUOUS CONCRETE FOOTING 40 MASONRY 4J 'CULTURED STONE' VENEER 42 'CULTURED STONE' WATER TABLE SILL 43 'CULTURED STONE" TRIM STONE 4.4 'CULTURED STONE' KEYSTONE 45 'CULTURED STONE' CAPSTONE 44P $LATE COPING M M9TAL 5J ALUMINUM LATTICE (12'xl2* GRID) 52 ALUMINUM RAILING SYSTEM 53 METAL COPING MECk 55 PRE'FINISHED WHITE METAL GRAVEL STOP &.0 WOODS AND PLASTICS &j Ix6 WOOr> FASCIA w/ ALUM WRAP ro.2 Ix6 WOOD RAKE w/ ALUM WRAP ro 3 'FYPON'CROWN FASCIA MOLD. 00a2200 &.4 `FYPON' WINDSOR WINDOW HEAD 6�5 `FYPON' BUCKINGHAM WINDOW WEAD &.ro *FYPON' EYEBROW WINDOW HEAD w/ KEY ro.1 *F-YPON'CAROINAL ENTRANCE SYSTEM ro,5 `FYPON' WINDOW SILL 0 511e0l ro,S 'FYPON' LOUVER 0 66>2028 roJO `FYPON' BRACKET 062300 roJI 'FYPON' BALUSTER 184331 6.12 'FYf='ON'NFWI=-L POST 0 504100/504200 &J3 `FYPON' POST CAP " lal&00 &J4 `FYPON' TOP RAIL 0 124000 &J5 'FYPON' 50TTOM RAIL 1* 124100 &Jrd, 8"01A. FIBERGLASS COLUMN roYl 15* DfA. FIBERGLASS COLUMN roJ5 2 x 2 TRELLIS STRIPS &J'B 2 x 8 TRELLIS JOISTS (DOUBLED) AF 6.20 2 x 10 TRELLIS BEAM (DOUBLED) (2,21 'FYP'ON' PLAIN SEGMENT WINDOW WEAD ro,22 2 X 4 RED CEDAR LUMBER &.23 FYPON SIGN 50AFRO (OR E0.) DOUBLE FACED ro.24 FYPON 120500 NOSE A COVE MOLDING 1.1 DIMENSIONAL A,1:7PWALT SHINGLES 12 CONCEALED ALUM FLASHING 13 'CEMPLANK" WORfZ SIDING - 4' EXPOSURE COLOR Of 1A 'CEMPLANK' WORIZ SIDING - ro' EXPOSURE COLOR 02 1B 'CEMPLANK' Ix6 TRIM 1.ro 'CEMPLANK' Ix10 TRIM 1.7 "CEMPLANK" Ix4 TRIM 1Z 'CEMPLANK' PANEL 1.1B 'CF:MPLANK' 1/2x TRIM IJO 'CEMPLANK" 1/2x TRIM IJI PORTLAND CEMENT BASED PLASTER IJ2 "CEMPLANK" IxIO TRIM Ic Eel Fol C 91 u, 0 z 0 04 W E L y z na wp C H K'D: 777 P.M. AMY CARPENTER P.A. :TIM WENTZ PROJECT No.:15-1343-01 < z 0 Z Z w 4) 0 LU 0 T w cp 5; E 0� < U 60 Uj Q:f (n Ul > :3 W w d) (L > In z 0 w 0 A LU 45 Lu w 5 Uj ca z �4 ______j C� 01 0 N Z A I 10 A 2001, The Martin Architectural Group "1.2 15 &.6 14 T ELV-01 son on MEN 0 NIM on on son ----- --- J�JVAJ Z74 ll��! 5CALE: 1/4"=V-0" 1.4 5CALE: 1/4"=V-0` i 1 -1 EMP111 ±%jr4W &CALE: 1/4"=V-0" 4.5 4.1 MEN OMNI I I MINI VENOM SEE I son OMNI Imll son ELV-01 6CALE, 1/4'=V-0` ALL CEMENTITIOUS SIDING AND TRIM 15 TO BE PRIMED (ALL SIDES, INCLUDING CUT ENDS)AND FINISHED, AS PER MANUFACTURER'S INSTRUCTIONS, WITH AN OPAQUE STAIN 'CEMTRIM'TO BE FASTENED AND IN5TALLEDA5 PER MANUFACTURER'5 RECCOMENDATION5. SCREW$ SHOULD NOT BE COUNTER-5UNK_ FILL ANY HOLES OR DEFECTS WITH CEMENT PATCH OR ACRILIC LATEX CAULK PRIOR TO FINISH COAT. APPLY &'WIDE STRIP OF 151* FELT BEHIND BUTT JOINTS OF TRIM BOARDS. JOINTS IN RUNINNING TRIM 5HALL BE TIGHTLY BUTTED TOGETHER. 32 CONTINU�>U5 CONCRETE FOOTING 4.0 MA62NRY 4J 'CULTURED STONE" VENEER 4.2 'CULTURED STONE" WATER TABLE /,SILL 4.3 'CULTURED STONE' TRIM STONE 4A 'CULTURED 5TONE"<EYSTONE 4-5 'CULTURED STONE' CAP,5TONE 4.6 SLATE COPING 5.0 METAL 52 ALUMINUM RAILING SYSTEM 5.3 METAL COPING MECH. lx& WOOD FASCIA wl ALUM WRAP 2 Ixa WOOD RAKE w/ ALUM WRAP C2.3 'FYFlON'CROWN FASCIA MOLD. #Oa2200 6.5 'FYPON'5UCKiNC-zHAM WINDOW HEAD &.6 'FYPON' EYEBROW WINDOW HEAD ujl KEY &.1 'FYPON'CARDNAL ENTRANCE SYSTEM 'FYFON'WINDOW SILL 0611601 rg>.& ro.e 'FYf='ON' LOUVER # roro20Z5 &.10 'FYPON'BRACKET # 062300 roJI 'FYPON' BALUSTER 0 164331 ro�12 'FYPON'NEWEL POST 0 504100/504200 ro.13 'FYPON'P05T CAP 0 131ro00 6.14 *FYP0N'TOP RAIL 0 124000 'FYPON'50TTOM RAIL 0 124100 ro.lrb VDIA F-IBERGLA55 COLUMN 6,11 VDIA. FIBERGLASS COLUMN 6.16 2 x 2 TRELLIS STRIPS ro-le 2 x & TRELLIS JOISTS (DOUBLED) 6.20 2 x 10 TRELLIS BEAM (DOUBLED) ro.21 'FYf='ON' PLA IN -SEGMENT WINDOW HEAD ro,22 2 X 4 RED CEDAR LUMBER ro.23 FYPON SIGN BOARD (OR EO.) DOUBLE FACED ro.24 FYPON 120500 N05E 4 COVE MOLDING "Ll DIMEN51ONAL ASPHALT SHINGLES '12 CONCEALED ALUM FLASHING 1.3 :CEMPL OR D - XPO C a -1-4 CEMPLAN<* HORIZ 51DING - rol EXP05URE COLOR 1�2 '15 'CEMPLANK'lx6 TRIM 1.6 'CEMPLAN<'lxro TRIM -11 'CEMPLANK' Ix4 TRIM 'LB 'CEMPLANK' PANEL 1S 'CEMPLANK' 1/2x TRIM IJO 'CRMPLANK' 1/2x TRIM 1.11 PORTLAND CEMENT BASED PLASTER 1.12 'CEMPLANK' lxI0 TRIM OD Cu 03 z J9 0 zll 02 W OT 4M CHK'D: P.M. -AMY CARPENTER P.A. -TIM WENTZ PROJECT N n -15-1343-01 Uj < eq 0 N, Uj 0) Z 0 Z3 13) -5 cn !L) _3 > Uj < w Uj _j W < 6111lud 11 z A 10 11 12 9 =I, The Martin Architectural Group C '1A 5�4 ELV-03 INSI --7 ------ ------ ----- -- L 10 I LEI ---- ---------------------------------------------------------------------------- L L-- ------------ r NOTE. COORDINATE MECH. GRILL LOCATION& AND SIZE$ WITH MECH. 1DUrz.5. PARTIAL 31=9\/ATION z LLU H�L] ------ ------ ------ ------ ------ 4 I ------ I 4 I ------- I ------ 4 ------ 1 ------ ------- 4 ------ ------- i ------ — -- — -- j -TL ----------------------------------------------------------- -------------------------------------------------------------- ELV-03 4.4 4.3 4.1 ELV-03 5CAL E: 1/4 1'- 0" son son no on son MEN I mom MEN son ONO son OEM 0 6GALE: 1/4'=V-0` ELE\/ATION FINISH NOTES ALL CEMENTITIOU5 51DING AND TRIM 16 TO 5E PRIMED (ALL 5IDE6, INCLUDING CUT END6) AND FIN16HED, 45 PER MANUFACTURERS IN5TRUCTIONS, WITH AN OPAQUE 5TAIN NOT BE COUNTER -SUN< FILL ANY HOLES OR ]DEFECTS WITH CEMENT PATCH OR ACRILIC LATEX CAULK PRIOR TO APPLY II WIDE STRIP OF 1511 FELT BEHIND BUTT JOINTS OF TRIM BOARDS. JOINTS IN RUNNNING TRIM $HALL BE TIGHTLY BUTTED TOGETHER. 3�O Q2NCRETE 40 M46ONEY 41 'CULTURE[:> STONE' VENEER 42 'CULTURED STONE' WATER TABLE 6ILL 4.3 "CULTURED STONE' TRIM STONE 4 "CULTURED STONE' CAP5TONE 4�& SLATE COPING 5 D METAL 53 ALUMINUM LATTICE (12'xV GRID) 5�2 ALUMINUM RAILING SYSTEM 53 METAL COPING EC . DUr-z -FIK15PI WHITE METAL GRAVEL STOP ro.0 WOODS AND ELA5TIC Ix& WOOD RA<E w/ALUM WRAP 9>3 'FYPON' CROWN FASCIA MOLD. #Oa2200 II III' WIND5OR WINDOW HEAD ro B "FYPON' BUC<INGHAM WINDOW HEAD III "FYPON' EYEBROW WINDOW HE w/ EY II `FYPON' CARD INAL ENTRANCE SYSTEM `FYPOI WINDOW 5ILL * al-I&V II III' LOUVER " 6111 6.10 --FYPOI 5RACXET 09>2300 &.11 "FYPON' BALUSTER la4331 `FYPON' TOP RAIL 124000 &15 "FYPON' 50TTOM P-41L 0 124100 VDIA. r-15ERr--,;LA5S COLUMN II VDIA. FIBER3LA56 COLUMN 2 x 2 TRELLIS STRIPS x 620 2 x 10 TRELLIS BEAM (DOUBLED) &.21 'FYPCN' PLAIN SEGMENT WINDOU) HEAD A 6>22 2 X 4 RED CEDAR LUMBER ro.23 FYPON SIGN BOARD (OR Ea.) DOUBLE FACED 9>24 FYPON 120r:,00 NOSE 4 COVE MOLDING 1.1 DIMEN51ONAL ASPHALT SHINGLES 12 CONCEALED ALUM FLASHING 13 'CEMPLAN<'HORIZ SIDING - 4'EXPOSURE COLOR *9 1.4 'CEMPLAN<'HORIZ 51DING - &'EXPOSURE COLOR 02 '13 'CEMPLANK' Ixe TRIM lro 'CEMPLANK' Ix(o TRIM 1-1 "CEM1PLAN<' Ix4 TRIM 15 'C:EMf=LAN<* PANEL -Icj 'CEMPLAN<" 1/2x TRIM 110 'CEMPLAN<' 1/2x TRIM 111 PORTLAND CEMENT BASED PLA6TER -IJ2 'CEMPLANK' IxIO TRIM 1C OWE CIS z S C4 Cl Wo -j 1h CHK'D: P.M. -AMY CARPENTER P.A. :TIM WENTZ PROJECT No.:15-1343-01 Ld 0 0 i�! --C> Ld �, F- v < ON, w 0 Z 0 D d) -5 w C> LA W ;.I < w w w -j w w m z LA N A 10 11 12 13 14 45 16 A ML The Martin Architectural Group Fa N c n. SCAL E - 1/4 " = V- 0 ` 0 EEL] TE q 0 Li—Lj L ---------- --------------------------------------------------------------------------------------------------------------------- ELV-06 SCALE- 1/4`=l'-0` 0 1 ml-Aw il" k - grim Ryu 101 I 0� N-a� ft� 3D CONCRETE B,I CONCRETE FOUNDATION WALL 3.2 CONTINUOUS CONCRETE FOOTING 4D MASONRY 4.1 'CULTURED STONE' VENEER 42 'CULTURED STONE' WATER TABLE SILL 4.3 "CULTURED 5TONE'TRIM STONE 4A 'CULTURED STONE' KEYSTONE 4.5 'CULTURED STONE' CAPSTONE 4.ro SLATE COPING 5P METAL 5.1 ALUMINUM LATTICE (I2'xI2'GRID) 52 ALUMINUM RZAILING SYSTEM 5.3 METAL COPING MECH. 5.5 PRE7:FINTSHED WPITE-ME7AL 15RAK/EL STOP 6>0 WOODS AND PLASTICS r0_1 Ixe WOOD FASCIA wl ALUM WRAP &.2 Ix5 WOOD RAKE ujl ALUM WRAP 6.3 "FYPON' CROLLN FASCIA MOLD. *'Oa2200 9>�4 "FYPON' WINDSOR WINDOW HEAD 9>3 `FYPON' BUCKINGHAM WINDOW HEAD ro.ro "FYPON' EYEBROW WINDOW HEAD uj/ KEY rol "FYPON' CARDINAL ENTRANCE SYSTEM ro,a "FYFONI WINDOW BILL 0 allaol ro.lB "FYPON* LOUVER # 66202a &JO "FYPON' BRACKET # 062300 901 "FYPON' BALUSTER 0 la4331 ro.12 "FYPON' NEWEL POST 0 504100/504200 ro.13 "FYPON' P05T CAP # 131600 roJ4 "FYPON' TOP RAIL 0 124000 &,15 'FYfz>ON' 50TTOM RAIL 0 124100 ro-I& 0' DIA. FIBERGLASS COLUMN &.11 15' DIA. FIBERGLASS COLUMN ro-la 2 x 2 TRELLIS STRIPS 6.1'3 2 x a TRELLIS JOISTS (DOUBLED) 91-20 2 x 10 TRELLIS BEAM (DOUBLED) 6.21 "FYPON' PLAIN SEGMENT WINDOW HEAD 622 2 X 4 RED CEDAR LUMBER ro.23 FYPON SIGN BOARD (OR EQ.) DOUBLE FACED 1;24 FYPON 120500 N05E 4 COVE MOLD ING 11 DIMEN51ONAL ASPHALT SHINGLES 1.2 CONCEALED ALUM FLASHING 1.3 'CEMI=L,4N<' HORIZ SIDING - 4' EXPOSURE COLOR 01 -1.4 "CEMPLANK' HORIZ SIDING - 6' FXP05URE COLORv2 15 'CEMPLANK' Ix6 TRIM 1.6 "CEMPLANK' lxro TRIM 1.1 'CEMPLANK' Ix4 TRIM lz ICEMPLANKI PANEL '11B 'CEMPLANK' 1/2x TRIM 1,10 "CEMPLANK' 1/2x TRIM 1,11 PORTLAND CEMENT BASED PLASTER 'r-EMPLANK' IxIO TRIM ALL CEMENTITIOU$ 51DING AND TRIM 15 TO BE PRIMED (ALL SIDES, INCLUDING CUT ENDS) AND FINISHED, AS PER MANUFACTURER'5 INSTRUCTIONS, WITH AN OPAQUE STAIN 'CEMTRIM' TO 15E FASTENED AND INSTALLED AS PER MANUFACTURER'$ RECCOMENDATION5. SCREWS SHOULD NOT BE COUNTER-5UNK. FILL ANY HOLES OR DEFECTS WITH CEMENT PATCH OR ACRILIC LATEX CAULK PRIOR TO FINISH COAT. APPLY &'WIDE STRIP OF 15# FELT 5EHIND BUTT JOINTS OF TRIM 50ARD5. JOINTS IN RUNNNtNG TRIM SHALL BE TIGHTLY BUTTED TOGETHER. 0 JI L--------------------------------------------------------------------------- A A IQ �l c rtw_W--,� E.Ij 0 z W w -1 ru t-,n 0 1c, IOU-, j Wq w -- Z=� CHK D: P.M. -AMY CARPENTER P.A. :TIM WEN TZ PROJECT No.:15-1343-01 1 UiN, 1--" < Z 0 :3 0 LU Uj > z < (10 (L > 0 w w —1 w co z W ry I U-1 1 z I 10, 1 10 N N N 0 v I 9�11��� IzEl - gaml &CALE- 1/4"=V-0' A I 10 11 12 13 14 45 16 AIR 6CALE.- 1/4'=V-0` A TlKre �, " 01 @ 2001, Tho Martin Architectural, Group v co 00 c:, U Zia < f-- -1 0 fy LU z a P I. CHK'D: I P.M. -AMY CARPENTER P.A. -TIM WENTZ PROJECT NO.:15-1343-01 w d) 0 Ul w rr, 6 Ul > Ul w — w OL > w w 'D —j w to w w > w aj ff cl (L v -q z 2001, The Martin Arclutectural Group D N N N LA N N C3 00 13. cu P6 CD V 0 41 Z 04 lu 0 0, cw 14) Z. .4 > z _j CHK'D: P.M. -AMY CARPENTER P.A. -TIM WENTZ PROJECT NO.:15-1343-01 c 0 N, 0 (j) LLj �o7 > I." < LLJ GO > :3 w w cp [L Q j) () Z F- w 11 & 1>1) 0 Ul 0 L11 OL Ul ff In z 3: ry 0 _q CIA 0 71 1 1 f I I I I n I Im-A e 2001, The Martin Architectural Group to I 0-1pm z Q Cq Z LU owl -D w- iU 01 CHK'D: P.M. -AMY CARPENTER P.A. :TIM WENTZ PROJECT NO.:1.5-1343-01 z'— N, w z I-- �o7 W _j OL < 0 rr- I w W C/) > :3 w w �D (L () q) U z W> kn d) 4) Uj w w m T EA ,T-A F�F] @ 2001, The Martin Architectural Group v 00 C> LL zw > :wt ,I) wzz 1:� P WLU z CHK'D: p,M. -AMY CARPENTER P.A. TIM WENTZ PROJECT NC).:15-1343-01 C() 0 z LU z 0 f-- z > w LIJ _j OL _j w < (-) -j & V) W U1 LLI () W ::3 (S) 0— q) S) 0 > w Z LIJ w w w m CL V -4 d z @ 2001, The Martin Architectural Group CID ko Cq PL4 C> 00 — Ao U;� �- z 19 T Ell z w UJ 7z, UJI Uj z CHK'D: I P.M. -AMY CARPENTER P.A. TIM WENTZ PROJECT NO.:15-1343-01 Ld < w 1-4 fL ry -J w W V) N, > :3 LU w d) IL z LU kn (S) (1) > Uj w w 0 OL v co co ry z Cl Im-A @ 2001, The Martim Architectural Group 10 0 n C3 0 Aj f1i 0 W 40 0 z ENO 121) W CHK'D: P.M. -AMY CARPENTER P.A. -TIM WENTZ PROJECT NO.:15-1343-01 < CN uj z 0 F_ z W > w q) (L 0 0 () Z F- w Ul w w m zg < co ry C5 -4 IL z __L 0 1 4 ill 44.06 (�j) 2001, The Martin Archi tectural Group 01 0 In CD C) C9 z ly lu fi 'D q -51,01 q 3,: w 13 =Z ZS �5 f-U CH K'D: P.M. AMY CARPENTER P.A. TIM WENTZ PROJECT NO.: 15-1343-01 < n c1`1 < LU z 0 z :3 d) FJ5 W Lil 5; Ld cr-, lu > w :3 U1 w (j) 0 (S) z: W" > w w LL] m z 0 .4 ca C) D:f z I L n Al fit FATA (D 2001, The Martin Archit"tural Group Pn T C) 0 N A 1/2' DENS DECK SHEATHING METAL STUD FRAMING SEE STRUCT. DWC;S. 1/2' DENS DECK SHEATHING METAL STUD FFRAMING SEE $TRUCT. DUl SPOT ADHERED Ef:VM METAL FRAMING TO SUPPORT /DUCT AS REQUIRED BY MF;Gf;-' ,PIPE FLASHING INSULATED DUCT SEALANT ALL AROUND ADHESIVE MEMBRANE A FLA5HING V_ HVAC DUCT =,-4=;.-Nr=T=A ION AT "ACKSIOE ('000"r FITCHEO ;;p DTL - 15 ROOF TOf=EaUIf=`. MTL. COUNTER FLASH MTL. STUD FRMI AS REQ'D In' DENS - DEC< SHEATH ING P.T. 2X WOOD CANT STRIP ------ BASE FLASHING W1 LAP SEALANT PER MANUFACTURER REQ7. SEALANT COLD APPLIED MODIFIED BITUMEN ROOFING SYSTEM TAPERED RIGID IN5UL. 5D� (V MIN. THIC<NE55) PRECA5T CONC. FILANK - SEE STRUCT. DUrSS. SHIM 31/2' METAL STUD 1/2' DENS DECK SHEATHING RESISTANT METAL UJ/ SCREEN WRAP MEM5RANf OPENING SPOT ADHERED METAL LOUVER FR'C*o*)l7 VENT JAM5 6CALE- 3`=V-0" ID T L - 13 5CAL E. 3 1'- 0 ,Oo�T�YP-�C:U�R5�AT�r-L�AT�RO�OF�... �GA L �E- 1�1/2= V �-O" D C STONE BALLAST( OCCURS - SEE RC MODIFIED BITUMEt ROOFING SYSTEM RIGID IN-SUL. 50Af (2' MIN. TH ICKNE5E PRECAST CONC. F SEE 5TRUCT. DW6;,1 -20 DTL �4ffP,j=j=1r4d0 ItIRMP PVC VENT PIPE LAP CAULK PER MANUF. REQ75, CLAMPING RING MASTIC SEALANT PRE -MOLDED PIPE FLASHING LAP CAULK PER MANUF. REQ'5. 5CAL E, 11/2 1'- 0 TYP. PITCHED ROOF CONSTRUCTION 1/2' DENS DECK SHEATHING R-30 eATT INSULATION - SURROUND DRAIN PIPE PARAPET SCUPPER DP-41N W/ 4' PVC DRAIN PIPE CONNECTION. SLOPE DRAIN FIF`E MIN. 1/4' PER V-0" TO EAvE COLD APPLIED MODIFIED BIT. ROOF SYSTEM LAP INTO SCUPPER UNDER GRATE TAPERED RIGID INSULATION 50ARD 114" PER I'-C'MIN. SLOPE (TYP.) f 42 ------------- ---- -------------------- 31/2"METAL STUD HEADER -TIT --------- ------------------- TIT EOLIAL EQUAL PC. - LOUVER 60T44 (W) TORM RE615ITANT LOUVER T- ----------- ------- W1 SCREEN LIGHT GAUGE METAL TRU56 - SEE 6TRUCT. DWS5. 31/2" METAL STUD SILL PLATE 51/2" METAL STUD JAMB 12 > EPDM - SPOT ADHERED �TE�L I E �VA ��I /EN Roof: LOUVER E L I _v �E D �TLT- �2 4 UAL -T 7 - -4,111 �1 LIGHT GAUGE METAL FRAMING SEE 5TRUCT. LOUVr =R VENT q 0 0 q zo w -1 _j > U_ ALUM. FLASHING 1 TYP. EXT. 5RG. WALL W1 51DING WRAP Ix4 BLOCKING "i - - I- e v REFER TO WALL SECTION 15/A4.06 ROOF SHINGLES METAL FLASHING W/DRIP 30 0 ROOFING FELT TURNED BUILDING WRAP W1 DOLLN OVER TOP OF MEMBRANE WALL 12' MX GALV. MTL FURRING RUN VERT. 6 16, O.C, 16 FYPON WNDOW HEAD -SEE ELEVS <7 1/2' P.T. WOOD BLOCKING WD. BLOCKING AS REa'D SHINGLE RIDGE - WRAP DOWN OVER 1X4 BLOCKING ALUM. CLAD Ix4 WOOD BLOCKING SEALANT TYP. A 1/2" DENS -DECK SHEATHING V_ WD. TRIM 4 E METAL ROOF DECK SEALANT SEE STRUCT. DUrBS. LIGHT GAUGE METAL TRUSS PT WD. SHIM SEE 5TRUCT. DUrS5. 1/2' FIRE RETARDAN TREATED BACKER ROD 4 SEALANT PLYWOOD 6HEATH11111 SPOT ADHERED EPDM 1/2' MIN. GAUL< BEAD (TYP.) MEMBRANE BROUGHT P.T. WOOD BLOCKING DOWN OVER FLASH ING A A WINDOW UNIT 1 WINDOW WEAD AT :EXT. v v 5fen WALL Wl SIDING I . - -.,. .. - r, N�pz I C �>G I I TC W I �=-r- >�P, O� T L - C­;, I Ix4 F15ER CEMENT WINDOW TRIM BUILDING WRAP W/ MEMBRANE BACKER ROD 4 SEALANT ALUM. TRIM EXTENDER WINDOW UNIT L N�TREATEO &CALE. 3" = V-0` SEALANT P.T. WOOD FURRING F15ER CEMENT HCRIZ. SIDING GALV. MTL. FURRING CHAN 16>'O.C. - RUN VERTICAL WOOD SHIM AS REQUIRED SEALANT A x x \1 /L11 j GJ1WB. INTERIOR FINISH TYP. EXT. 5RG. WALL CON5T. UJ/ SIDING REFER TO WALL SECTION 5/A4�03 TYIP. WINDOW JAM5 AT CMIU WALL I . 1 ETYP. EXT. ROOF SHINGLES ICE SHIELD (2'-V FROM EAVE) 304"ROCIFING FELT P.T. WOOD BLOCKING METAL DRIP EDGE 7 NG77 I'xa' FA5C IA D (ALUM. WR��F`F%6) I PERF. VINYL SOFFIT FYPON CROWN MOLDING - HEAVY DUTY 6' ALUM. GUTTER (REFER TO ROOF PLANS FOR LOCATION) _nt 11-0 5/ali �i � f � � �_f E �Av i �=-b �i=-T �Al L� + + + RETARDANT TREATED PLYWOOD SHEATHING PERFORATED METAL ROOF DECK LIGHT GAUGE METAL ROOF TRU56 + INSULATION 5AFFLE - TO MAINTAIN MIN. 2' AIR GAP AS REOV R-30 BATT INSULATION (BAGGED TYP-) LIGHT GAUGE METAL FRAMING AS REQUIRED TO SUPPORT EAVE AND SOFFIT CON5T. FILL VOID o TOP OF WALL W1 FIRESTOPPING (SEE 2a/AB.01) CROWN MOULDING 6 UNIT LIVING SPACES (TYP.) P.T. WOOD BLOCKING AS REQUIRED 1xro 'CEMTRIM', OR EQUAL W1 31/2' EXPOSED TYP. EXTERIOR WALL W1 SIDING REFER TO WALL SECTION I/A4.02 SCALE: 3`=V-0i" DTL - 14 5CA L E: 11/2 V- 0 Ai= SPOT ADHERED EPOM LAP DOWN OVER ROOFING SYSTEM LIGHT GAUGE METAL 1/2" DENS -DEC< SHEATHING ROOF TRUSS - FROM ROOF DECK TO RIDGE SEE STRUCT. DllrzS� MEMBRANE LAPFLASHING EXTEND UP MIN, 10' TAPERED RIGID INSULATION 50ARD (MAINTAIN R-30 MIN.) STONE BALLAST (WHERE OCCURS - R-30 BATT INSUL TION __7 SEE ROOF PLANS) 4' COLD APPLIED MODIFIED + + 51TUMEN ROOF SYSTEM �4 LAP SEALANT 4 CANTSTRIPAS REO'D 040 P.T. 2xr, NAILERS 42 A$ REQUIRED 4 4 CANT a PITCHED RR".)OF TRUSS .1,00- E:)TL -0& - 11z -0" 6cALE, 2`=1' F_)TL &GALE. 1 1/2"=1'-0` 1x4 WOOD APRON WINDOW UNIT PAINTED WOOD __T WINDOW SILL z FIBER CEMENT HORIZ. SIDING WOOD SHIM w SEALANT AS REQUIRED A5PHLATIC MEMBRANE FLASHING METAL PAN FLASHING - EXTEND METAL FLASHING W/ DRIP BELOW TRIM BUILDING WRAP W1 BACKER ROD 4 MEMBRANE SEALANT (TYP.) WINDOW TRIM - ro'METAL 5TUD56 24'0.C. SEE ELEV5 FOR HEIGHT W1 R-1S BATT IN5UL. BACKER ROE) 4 1/2' 'DEN--GLA55 GOLD' SEALANT (TYP.) SHEATHING (TYP) P.T. WOOD BLOCKING 1/2'G.W.5. INTERIOR FINISH SHINGLE RIDGE ON 1/2' RE51LIENT CHANNELS WRAP DOWN OVER P.T. WOOD BLOCKING TYP. EXT. BRIG. WALL WINDOW TRIM SEE ALUM. CLAD Ix4 W/ 61DING /< Ilt/ ff�, IX4 BLOCKING WOOD BLOCKING REFER TO WALL RRF- I ELEV6 SECTION 5444.03 ITI/ WD. TRIM SEALANT ON 1/2'CzALv METAL SEALANT F15ER CEMENT HORIZ. .5101 wo. SHIM FURRING 0 le>' O.C. v BACKER ROD 4 SEALANT 1/2' DENS DECK SHEATHING 1/2' MIN CAULK BEAD (TYP.) SPOT APPLIED EPr->M WINDOW UNIT MEMBRANE BROUGHT ll SIDIN L TYF. WINDOW HEAD W1 HORIZ. SIDING DOWN OVER FLASHING AL 'o 'lop* 5C "F;L5% -00 6CALE. 3'=V-0` ! ; 7 lil -IN 1: �>O W�%5 1 �LL 'AL E, 3 - 1�0 Gir) y_TL P.T WOOD BLOCKING WINDOW UNIT SEALANT AS REQUIRED WINDOW UNIT METAL FLASHING EXTEND UP 4'MIN. METAL PAN WOOD SHIM BEHIND EPDM FLASHING - EXTEND WOOD SHIM LIGHT GAUGE FRAMING - BELOW WATER TABLE SEALANT AS REQUIRED SEE STRUCT. DWS6. BACKER ROD 4 6EALANT(TYP.) PAINTED WOOD METAL PAN FLASHING - EXTEND 3�. WINDOW SILL BELOW TRIM PAINTED WOOD "CULTURED 5T0N:-_"Lx WINDOW SILL WATER TABLE Ix4 WOOD APRON j I- Ix4 WOOD APRON BACKER ROD 4 J SEALANT (TYP.) 7­11 F7 x WINDOW TRIM METALSTORM RESISITANT LOUVER SEE ELEVS. W1 SCREEN (41.296 FREE AREA) METAL PAN FLASHING BUILDING WRAP W1 MEMBRANE H v;:NFT=R ANCHOR - SEE 5TRUCT. DWG5. MORTAR SETTING 5ED ON BACKER ROD 4 AND SPECS. METAL LATH BEALANT(TYP,) CULTURED STONE 4 TYP. EXT. STUD WALL VENEER -SEE CS.W.5. INTERIOR FINISH ON W/SIDING ELEVATIONS FOR RE51LIENT CHANNEL$ - REFER TO WALL EXTENT 4 SECTION I/A4.02 .ER ROD d SEALANT I DENSGLASS GOLD SHEATHING FIBER CEMENT HORIZ ENS DECK SHEATHING SIDING MEMBRANE SILL OF OPENING TY"Fo"' WINDOW SILL 0 "CULTURED STONE' Iwlr=TAL 'o"UD CON*TRUCTION TYf= UJI 4DOW SILL WORM SIDING 4 STUD WALL "? .40- 44 V�� DTL-9'�) &CALE. V= 1'-0` DTL-10 5CAL E 3 ` P- 0 E3 Le SLOPE MIN 1/4'/ -y' 'y \-OVERFLOW PIPE REFER TO I&/A5D1 FOR TYP. EAVE INFORMATION TYP. EXTERIOR WALL W/ SIDING REFER TO WALL SECTION I/A4Z2 EANF/E AT OVEFr-LOWDWAIN NZ��j DTL-101 5CALE.- 1'/2"=V-0" A 10 STONE BALLAST (WHERE OCCURS SEE ROOF PLANS) COLD APPL IED ROOF DRAIN MODIFIED BITUMEN ROOFING 6Y6TEM - EXTEND INTO DRAIN V SEALANT AT PERIMETER SLOPE 1/4'/FT MIN 5LOPE 1/4'/FT MIN RIGID INSUL. 5CA7:) (2- MIN. THICKNESS�_---__ z P.T. 2x4 6 PERIMETER OF OPENING DRAIN FLANGE SECURED TO DECK 4, PRECAST COI PLANK - SEE STRUCT. DWS_ TYP ROOF CONST RAIN WATER CONDUCTOR -SEE WALL SECT 2/A4.02J' TYf=. R00f=D=AIN DETAIL CAL E: 11/2 V- 0 DTL-I& 5 " "_-'rT7-/ T L 3 DTL-55 5CALE: 3"=V-0` 5CAL E: 3 V- 0 WINDOW UNIT WINDOW UNI SEALANT AS REQUIRED SEALANT AS REQUIRED METAL PAN METAL PAN FLASHING - EXTEND PT WOOD SHIM FLA6HINC; - EXTEND PT WOOD SHIM BELOW TRIM Ix4 WOOD APRON BELOW TRIM Ix4 WOOD APRON BACKER ROD 4 PAINTED WOOD BACKER ROD a PAINTED WOOD SEALANT (TYP.) SEALANT (TYP.) INDOW BILL WINDOW SILL 'CULTURED STONE' WATER TABLE T.O. WALL r6 T.O. WALL - 2 * -'I' OR 3'- A.F.F. AFF. (SEE 5TRUCT. DWC;,5) 4 4 OR 3' 4 4 (SEE STRUCT. 4 4 WINDOW TRIM D 11,61; 6) WD. BLOCKING AS REQ'D WATERPROOFING SEE ELEV5. MEMBRANE (SEE SPECS) 4 4 BUILDING WRAP W1 -4 -CONTINUE MEMBRANE MEMBRANE UNDER PAN FLASHING VENEER ANCHOR - < BACKER ROD 4 < SEE -STRUCT. 0WC;S. MORTAR SETTING 5ED SEALANT (TYP.) 4 4 AND SPEC . 44 CAST -IN -PLACE CONC. CA5T-IN-PLACE CONC. CULTURED STONE KNEE WALL KNEE WALL (SEE STRUCT VENEER - SEE DRAWINGS) ELEVATIOI FOR 2' GALv. METAL 71 CHAN. EXTENT < IS MIN) FIBER CEMENT HORIZ. SIDING 4 W1 RIGID INSUL. (R- 21 GALv. METAL IZI CHAN, 4 ON 1/2'GALV METAL 4 W/ RIGID IN-SUL. (R-IS MIN) FURRING 0 Iro* O.C. 416'G.W.5. INTERIOR FINISH G.W.B. INTERIOR FINISH TYP WINDOW SILL =AISE 0 TYP UJINDOW SILL 0 A E WALL CONST. 4 STONE \4F/E EER RAISED KNEE WALL CONSTRUCTION KNE N DTL - 014 6CALE- 3"=V-011 IDTL-0-1 5CALE: 3"=V-0" *5 16 17 TYP. EXTERIOR WALL WITH SIDING SEE SECTION I/A4,02 TYP. FIRE5TOF AT FLR/CLG A55EMB. AS PER UL (2 HOUR) -1" TH< U5G FILL MATERIAL ON -MIN. 4" THFRMAF15ER FORMING MAT'L W/ -"Z' SHAPED SUPPORT CLIP6 SLOTTED CLIF FOR PLAN< TO STUD ATTACHMENT. (SEE 5TRUCT DWC;6) -CROWN MOULDING AT UNIT LIVING SPACES (TYF.) STEEL STRUT AS PER UL A55EM5LY TYF. I=LR/CLG ASSEMLY AT NON-'EARING EXTERIOR WALL DTL--12 6CALE.- I"= 1'-0" ,o,** T E:)TL XTERIOR WALL W/ SIDING SECTION I/A4.02 RTERSTRIP AS PER MANUR �OMMENDATICN6 r317 EXPOSED FOUNDATION WALL (TYP.) OR TO MATCH ADJACENT SIDING 6LA5 ON GRADE STRUCT, DWG5 lip 1 W-0WE 4 m a a 9 E m D TL - T3 &CAL E: I V- 0 EXTERIOR 5RG. WALL W/ SIDING -SECTION 15/A4Z(o RTER STRIP A5 PER MANUR :,IGE EXPOSED FOUNDATION WALL (TYf=.) �OR TO MATCH ADJACENT SIDING SLAB, ON GRADE 5TRUCT. DUr3S ID C 1B A 4D 10 a 10 0 z ENO W fy on Dazw 0T. > lyo t w (3 97 IU 0 a z CHK'D: 7- P.M. -AMY CARPENTER P.A. :TIM WENTZ PROJECT No.:15-1343-01 < D r Q- < z 0 Z 0 Z W w :3 �D (s) 0 y- 0- 0 w Uj 10 53: -- < Z 0 yff- 0 cf) > w Uj :3 (D W I-_ q [L > w Z t- W d) -1 W w w > w < C5 q I ,I (,ILL z Jl� ,If i 2001, The Martin Architectural >� 0: >1 4J o 1J. fn C pz L W L PROVIDE ICE SHIELD LAPPED 2'-C" OVER JOINT ASPHALT SHINGLES - - - - - - - - - - - - 1/2 F.R.T. EXTERIOR GRADE PL YWOOD SHEATHING 7--T -PERFORATED METAL ROOF DECK- SEE STRUCT. DUJGS. LIGHT GAUGE METAL TRUSS- SEE STRUCT. L___j C%ETA I L: EXPAN&ION JOINT FITCHED ROOF CONSTRUCTION 5FECIALTIE5 &CAL E 11/2 1 0 5R,J-200 ROOF EXf=, JT. COVER (OR EQUAL) CONT. EXTf;ZJDED ALUM. CONT. EXTRUDED ALUM. CENTER PLATE TILE / CARPET PLATE CONC. TOPPING CONT. EXTRUDED ALUM. FRAME 4 4- 41� �ONC. FIRE SAFING CAULK PRECAST PL±N�K SEE STRUCT. DU,136. MIN. 1/2' BEAD APPLIED TO ALL JOINTS I' THICK ENCAPSULATE CERAMIC FIBER INSULATION 2 HP_ RATED FIRE BARRIER SUSPENDED DRYWALL CONT. EXTRUDE UDE NT-:= Rj 2�:>RCWALL G.W_e. CEILING W/ 1/2" G.W5. ALUM. FRAME -!U:M, ME SUSPENDED CLG. 'SANTOPRENE'F-LEXIBLE SEAL SUPPORT TRACK CONSTRUCTION SPECIALTIES ALR-2 FLOOR EXP. JT. COVER (OR EQUAL) FCS-200 CLG. EXP. JT. COVER (OR EQUAL) LEXF. JOINT AT UPPER FLOOF2"Sw IDTL-34 SCALE. 2"=l'-O" JTYP. FLOOR/CLG. CON5T. \\4 -oil 4p:01A -02 CONC. SEE WALL SECTION: I/A4.1 r 5D2 5Z20 or 5 /A�512 TOPPI (2)3 WE FIT. 771 F _4� METAL STUDS W STI RS -ANCHOR T CMU 4 4 W/ MIN. 3 MA50NRY 4 FIRE 5AFING CAULK T. 0. PLANK- EXPAN. ANCH 'C' HOLLOW METAL DOOR 4 FRAME - SEE DOOR SCHEDULE I" THICK MIN. 1/2* elEAD APPLIED '0 010� C FOR SIZES AND VISION PANEL ENCAPSULATED TO ALL JOINTS CERAMIC F15ER 2HR. RATED HORIZ. $HAFT ASSEMBLY (INSTALL HfR_ RATED o, - AS OUTLINED IN CABO REPORT NER-258) REQUIREMENTS � - - X\/X\/>\ INSULATION G.W.B. ATTACHED FIRE 5Af;,>RIER TO G.W15. SUSPENDED XXX 4 CEILING SYSTEM AS I'GYP5UM LINER PANELS 4 KXX C-H 5TUD6 tv 24" O.C. �qc REQUIRED (2) LAYERS 1/2" FIRECODE 'C' xxx G.W.5. WITH STAGGERED JOINTS .......... 1� < NOTE: 3 1/2' METAL STUD6 REFER TO 'TOTAL DOOR" PRECAST CONC. 6 Iro, O�C. *<x PLAN< - SEE V4 MANUR SPECS AND DETAILS STRUCT. DWG6. .AL (1) HOUR CORRIDOR WALL FOR COMPLETE INFORMATION PACK JOINT WITH SOUND BATT TYPIC FIRE SAFING AIR SPACE SEE PARTITION TYPES - A5.05 NOTE: CAULK AND SEAL PERIMETER OF STUD WALLS TO SLAB AND PLANK 0' C.M.U� BLOCK WALL E �5TO�F �DO�OFP_�& @jX JOINT IN WA.LL AT 21 �O�UIR�DU�GT �C14�,45�EC� E '5 L rLoo L G '4:� _0. L =�CALE: 2!7-1 5C.A E �1= V* O� < Uppr *D�TL-42 'AL E. 3/4. v 0 DTL70 STUDS W WE C HOR T CMU N_ R � Y 4 C:ONC.- 3EE (2) 31/2' METAL STUD HEAD W/ 1/2" TYPE 'X' FIRE RATED G.W.B. BOTH SIDES CAULK ALL GAPS 'C' LABEL H.M. FRAME 'VLA5EL SMOKE DOOR PEAD 'a 5t%"`10<E 5TOF DOOR5 E)TL-40 SCALE- ]"=I 0 BUILD-UP STUDS TO ANCHOR DOORJAMB (2) 31/2' METAL STUD JAMB W/ 1/2'TYPE w FiR;= RATED G.W.B. 50TH 61DE5 'C' LABEL H.M. FRAME 'C' LABEL SMOKE DOOR 5/5GW5 ON 1/2' RE51LIENT CHANNELS 6 24' C.C, ON ro' METAL 5TUD5 W/ SOUND ATTEN. BATTS AND 5/6" GWB INTERIOR FINISH (UL# U41e) CAULK ALL GAP5 5TOF DOOR& E)TL-41 SCALE: 1"=V-0" _'C' LABEL H.M. A DOOR FRAME LOCATION OF V ----7-z (BEYOND) 'C" LABEL H.M. DOOR WHEN CLOSED FLOOR FINISH ......... 4 TYPICAL FLOOR CONST. SEE WALL SECTION. I/A4.02 5r-10<E DOOR 5LL UFFER LEVEL& DTL-44 LOCATIOls *C:' LABEL DOOR WH CLOSED FLOOR Fl� SCALE: 1 1/2"=V-0" 'C' LABEL H.M. DOORFRAME 'BEYOND) TYP. CONCRETE SLAB CONSTRUCTION AT LOWER LEVEL -SEE SECT I/A4_02 �LO�WER�L�EE L V� DTL_43 SCALE. 1 1/2- V -0- A 10 11 V, L 2- 1\ FIRE", S ',AU�L< M MIN.1/2' 5EAD APPLIED 2 >< Tgun-1), TO ALL JOINT TO A I' THICK ENCAPSULATED 1/2 " WOOD FURRING AS CERAMIC: F15ER JN5UL REQUIRED FOR ANCHORING EXPANSION JOINT FRAME CONT. EXTRUDED ALUM. FRAME - FASTEN AS 2 HR. RATED REQUIRED BY MFGF_ FIRE BARRIER 'SANTOPRENE' FLEXIBLE SEAL TION 5PECIALTIE6 FW6-200 I EXf=. JOINT AT INTERIOR WALL Z:)TL-37 BUTYL C:AUL<- CONT. EXTRUDED PVC, SECONDARY SEAL 5CAL E: 2 V- 0 CONT. EXTRUDED FLEXIBLE PRIMARY SEAL CONT. EXTRUDED ALUM. FRAME -HOT APPLIED WATERPROOFING CONT. EXTRUDED MEMBRANE PVC SECONDARY SEAL TEXTURED DRAIN SHEET W/ FABRIC MESH COVER _CONT. EXTRUDED BUTYL CAULK ALUM. FRAME CONT. EXTRUDED LAP WATER PROOFING MEM5RANE Q FLEX15LE PRIMARY EXPAN. JOINT FOR PROTECTION 5EAL GLUE 12' SIDE OF BOARD ONLY TO ALLOW FOP, MOVEMENT .EXf=. JOINT AT RETAINING WALL DTL -31 15CAL E I 1'- 0 CONT. EXTRUDED ALUM. CONT. EXTRUDED ALUM. CENTER PLATE TILE / CARPET PLATE CONIC, SLAB -7 CONT. EXTRUDED ///_ ALUM, FRAME 4 1 < If ��4 4 41 4 4 4 13 4 44 < 4 < 4 4 4 < 4, 4 43 4 4 4 4 4 BREAK METAL - EXTRUDED VAPOR BARRIER RAT GUARD - 11 2 4 MOISTURE SEAL FILL VOID W1 1 4 COMPRESSIBLE <4 HAUNCH IN SLAB AT EXP. 4 WATERPROOF JOINT SEE STRUCT. DUrSS, INSULATION CONSTRUCTION SPECIALTIES ALR-2 EXP. JT. COVER (OR EQUAL) EXF. JOINT AT SLA5 ON GRADE TRU55 (REFER TOSTRUCT.) TYP, 1 HFI_ CLG. A55EMBLY e CHASE. - 10 METAL STUDS 6 Iro' O.C. - (2) LAYERS OF 5/s' TYPE `X' G.W5. ALI'> - AS PER: IC50 REPORT NO. 1353 I . TYP. I Hl;;-' ROOF/CLG. ASSEMBLY REFER TO WALL SECTION I/ A4.02 I IL UNIT TYP. CHASE WALL CONSTRUCTION IN A 5EMBLY U430 I (REFER TO PARTITION TYPE 3) CHASE ACCORDANCE WITH U.L. v T**T`F". RATE[) C�4,45E 5ECTION AT ROOF DTL-25 6CAL E: I P- 0 GWB ON 1 1/2' METAL FURRING (TYP.) INER PANEL W/ 1/2' TYPE lX' B EACH SIDE ATTAC�HED AS PER U5>21�. (2) HOUR RATING SA SUPPORT ANGLE (I" x 2") MECH. �TENED TO C�I.U. AT 24' O.r_ NOTE - FILL CORES OF PLAN< WITH FIRESAFING AT CHASE; LOCATION. (TYP.) -:::)VIDE FIRE CAULKING BETWEEN ANGLE AND C:I-la (TYP.) FIFING CHASE AT C.M.U., WALL DTL-rol 5CAL;= I V- 0 ONE OR TWO HOUR FIRE RESISTANCE RATED WALL OR SMOKE PARTITION PER TESTED ASSEMBLY NOTED ON PLANS ACOUSTICAL SEALANT BACK 0 61DE-5 OF BOX AS NECESSARY FOR SOUND RATING - AS REQUIRED FOR WALL ASSEMBLY TEST (TYP.) V-0- L 1 7t TELEPHONE OR ELECTRICAL BOXES MAX. Iro SO. IN. WALL OPENING EACH MAX. OP`G. 100 $0. IN. / 100 S.F. VERIFY WITH ADOPTED CODES. OUTLET PENETRATIONS 11�� m v r --------- \ ... ........ T-- TYP. INTERIOR MASONRY ----------- i PARTITION (U.44ERE OCCURS z� I I SEE FLOOR PLANS) F__ TYP. FLOOR/CLG. CONST. SEE SECTION IIA4.01 3 HP_ RATED BEAM ENCLOSURE IN ACCORDANCE UJ/ U.L. DE51GN NO. N505 STEEL 5EAM I ANGLES SEE STRUCT. DWSS. METAL STUD BRACKET IN ACCORDANCE W/ U.L. DESIGN NO. N505 SUSPENDED DRYWALL CLG. W/ '/2 GJ UB. T 3HR FIRE TED STEEL 5EAM ENCLOSURE &YDITIL DTL -24 5CAL E . 11/2 V- 0 3 HfZ RATED COLUMN AS PER U,L. NO. X526 SEE DETAIL BroIA5.02 L L__j F L__j . , I � 'I , ''I I 40 411% 14 FACE OF GW5 (TYPd NON -RATED PARTITION (1) LAYER Na' GWI5 EACH SIDE 3 HR FIRE RATED COLUMN ENCLOSURE T AT THICKENED WALL TL &CALE. DTL 3 H� RATED COLUMN AS PER U.L. NO. X52a (4) LAYERS 5/o' G.Ule. - ALL FOUR $IDES W/ I 4/s' METAL 5TUD6 STEEL COLUt-N - SEE 6TRUCT. DUk3S. .... FA L 4 NON -RATED PARTITION (1) LAYER 5/a' r_%U)5 EACH SIDE .3 HR FIRE RATED COLUMN ENCLOSURE AT WALL E�TL-22 &CAL E: 3 1'- 0 L -L 3 1/21 NON -RATED PARTITION OR FURRING WHERE NEEDED W/ 1/2' GW5 FINISH CHA&E I' GYPSUM LINER PANEL 2 1/2'METAL C:-H STUD 2 1/2' METAL J RUNN -(2) LAYERS 1/2'GWe 2 HOUR RATED SHAFT CONSTRUCTION AS PER UL OU43a, (SEE SHEET A5.04) SHAFT WALL FLAN DETAIL DTL-roO SCALE. III= V-0" ONE OR TWO HOUR FIRE RESISTANCE RATED WALL OR SMOKE PARTITION PEP, TESTED A55EMBLY NOTED ON PLANS V-41'-4 J(VERIFY W/ PLAN5)j NOTE: PROVIDE 2x WOOD 5LOC:<INC z AT TOP AND 50TTOM OF WALL RECESS. PROVIDE WALL FINISH ON ALL FACES OF RECESS. F-IN15H SHALL BE SAME AS INDICATED FOR WALL MEDICINE CABINET, ELECTRIC PANEL, OR OTHER RECESSED OR 5EMI-RECE56ED FIXTURE RECIESSED CABINET OR PANEL TYP. TENANT SEP. WALL - FULLY ADHERED Ef-DM ROOFING SYSTEM - ROOF INSUIL. (MIN. R-20) - PRECAST CONC. PLANK SEE STRUCT. DWGS. J%T. 0. 5LAL5 4 IRV DTL - 4'� 5CAL E: V V -oil TYf=. TENANT SEP. WALL 11/2'GALV. METAL FURRING 6 24' O.C. a, Cmu 11/2- GALV. METAL FURRING 6 24" O.G. 'Yf=>. FLOOR CON6T. 1/2" EXPANSION JOINT MATERIAL TYP. CONC. TOPPING - ALL CMU TO SLAB CONDITIONS COORD. WITH PLANS PRECAST CONC. PLANK SEE STRUCT. DWGS. rLT. 0. SLAB _f,-____TYf-. TENANT SEP. WALL - '/2' GZB, - 11/2' GALV. METAL FURRING -0 24' O.C, J_ - a, Cmu - 11/2"GALV. METAL FURRING -a 24" O,C% - 1/2 Y E�N A �NT �5r= I �=_ W �AL �L ':LOOR 10�IN�G eT TL SCALE. 1�!l D TYf-. TENANT SEP. WALL G.WB. 612,- GALV. METAL FURRING 24- O.C. a, Cmu ]'/2'GALV. METAL FURRING 24" C.C. 1/2 1/2" EXPAN51ON JOINT MATERIAL - TYP. TYPICAL IST FLOOR SLAB ON GRADE SEE: 5TRUCT. DWG5. MT. 0. SLAB NOTE - CAULK AND 5EAL PERIMETER OF WALL5 TO 5LA5 4 4 4 4 4 4 TYf=. TENANT SEP. WALL FIRST FLOOR e5 6CALE: I =I -0 C HOT APPLIED WATERPROOFING MEMBRANE EXTEND ACROSS TOP OF FOOTING RIGID INSULATION BOARD INTEGRAL TO WATERPROOFING SYSTEM EXTEND TO TOP OF FOOTING STONE DRAIN FIELD &'PERFORATED DRAIN PIPE - OR ON OF DISCHARGF: CONN. SEE CIVIL DW35. F LOCATI F:_d F::d I 4 1 41 :, 4�' �,4 - 4- X/ / \7 X/ IN X:,�\ X�/ TYP. RETAINING WALL CONCRETE FOOTING -BEE FOUNDATION PLANS TYP. SLAB ON GRADE CONSTRUCTION -SEE STRUCTURAL DRAWINGS WATERPROOFING AT 5ASE OF RET. WALL 1B C> C> eq z qu o IOU 10 z > :wr o') I.- _j ny CH WID: P.M. -AMY CARPENTER P.A. :TIM WENTZ PROJECT NO.:15-1343-01 i5 - Lu 0 uj :3 (1) Q r4 U) 0 E-4 jo Lij <Z 0 J� In Z3 W w (1) > w 0- w w <= < 0 z 41 4j m 0 9- 0 u_ N 0 Lh 0 DTL-a5 SCALE: rDTL-2,3, 5CALE: V=V-0" IDTL-21� SCALE- I`= V-0" ED T L - 33 2 *5 16 17 18 5CAL E - 3/4"= V- 0 c 2 1, The Martin Architectural Group �SILIENT CHANNELS ILL W/ SOUND BATTS _I/2'GWB ON 1/2'FURRING STRIPS -a' C.M.U. WALL -1/2"GWB ON I 1/2'HAT CHANNELS INTERIOR STL910 TO C.M.U. DTL-70 5CAL E: 1 1/2 1'- 0 CEMENTITIOUS a' C.M.U. WALL - SEE 5TRUCT. DW636 (TYP.) HORIZ. SIDING SPOT AD�­IERED EFDM - WRAP OVER BREAK METAL TRIM METAL FLASHING W/ DRIP 1/2' DENS-GLA55 SHEATHING ON ro' METAL STUD FRAMING W/ 1/2' DEN$ -DEC< SHEATHING (OUTER LAYER) ON 5/6' DEN$-GLA65 SHEATHING CEMENTITfOUS TRIM 5D. - FASTEN PRE -FINISHED BREAK METAL TRIM WITH GASKETED FASTEN TO WALL WITH GA6KETED SCREWS FASTENERS (TYP) 1/2' DEN5-GLA55 SHEATHING PRE -FINISHED BREA< METAL CAP W1 CLIPPED ATTACHMENT 4 HEMMED OL EDGE .J .4 11 �WD- 0 T_ a" C.M.U. WALL - GROUT TOP CORE 60LID SEALANT (TYP.) SPOT ADHERED EPOM - WRAP INTO OPENING, UNDER CAP/TRIM (TYf=) CEMENTITIOU5 HORIZ. SIDING Of-��`EmNlhln_ AT R-4 R-Af -'E' T DTL - 102 5CAL E: I P- 0 C (2) HOUR RATED WALL AS PER UL OU411B -2 LAYERS 1/2' TYPE 'X'GW5 - ro' METAL STUDS W/ MINERAL WOOL BATTS -2 LAYERS 1/2' TYPE 'X'GW5 TYP. STAIR WALL SEE PART. a/ SHEET 45Z5 BACKER ROD A FIRE CAULK N",_�EXTEND GW5 PAST EDGE OF C.M.U. STUD TO CM.U. CONNECTION AT STAIR *2 F_)Tl L - 71 14 EXTERIOR &CALE: 1 1/2 l7o,, TYP. EXTERIOR NON -BEARING WALL -EXTERIOR FINISH -1/2" DENSSLAS GOLD SHEATHING -5/V TYPE XGW5 ON RC -I CHANNELS (v'METAL STUD WALL W1 SOUND BATT$ -1/2* GWB ON 1 1/2' HAT CHANNELS -a" C111.U. WALL - I/2'GWB ON 1 1/2' HAT CHANNELS CM.U. WALL AT EXTERIOR NON-LOA0 5EARING WALL DTL-74 6CALE: 1 1/2 V-0" A 10 Rellmelm 3/4'MESW SCREEN AS REQV BY CODE ABOVE AND BELOW GLASS ALUMINUM SKYLIGHT - SEE MANUF. DETAILS FOR CURB AND ATTACHMENT INFO. WRAP G.W.B, UP TO 6<YL IGHT CURB PROVIDE BRACING AT TOP 4 50TTOM ITYPICAL CURB WALL CONSTRUCTION -SPOT-ADHERED EPDM - WRAP UP OVER CURB INTO OPENING (LAP OVER ROOFING) -1/2'DENS-DECK SHEATHING ON -1/2' RESILIENT CHANNELS ON -&'METAL STUDSO 16'O.C. -R-IS BATT INSULATION - 3 1/2 * METAL STUD$ -0 Iro' O.C. -(3) LAYERS 5/6" TYPE 'X' G,WB. FIRE5AFING STEEL BEAM 4 PLATES (SEE STRUCT DWGS) WRAP AS PER UL NO. N505 TYP. FLAT ROOF CONSTRUCTION W/ BALA6T SEE I&IA4-01 I12'G.WB. CEILING CAULK PERIMETER OF GW5 TO SLAB (TYP) I' TqK CONTINUOUS NEOPRENE SPONGE COMPRE55ED BY GWB TO 1/2" MA50N INDUSTRIES NEOPRENE PARTITION SUPPORT, UPSIDE-DOWN, AT HEAD TRACK MA50N INDU5TRIE5 CEILING HANGER SOUND BATT INSULATION GAP BETWEEN GWB 4 PLANK TO BE NO LARGER THAN 1/2'. THERE IS TO BE NO CONTACT BETWEEN GLUB 4 FLOOR 6TRUCT. TYF. SOUND ISOLATION AT KITCHEN WALL IDTL -03 5CALE; 1/2"=P-0" D T L -0 4 6CALE, I`= V-0" METAL CAP FLASHING P.T. WD BLOCKING AS REQ'D TYP. FLAT ROOF CON5T. D6 W/ CEMENTITIOU5 TRIM iBOAP P.T. WD BLOCKING (AS REQ'D) ON I/2'DEN5-DEC< ON 2' METAL STUDS AT 24' O.C. LIGHT GAUGE METAL TRUSS SEE 6TRUCT. DWG6. TYPICAL EXTERIOR NON-5EARING WALL A 4 TYP. EXT. BRG. WALL CONST. W/ CULT. STONE SEE WALL SECTION *1/A4.04 < MORTAR BED W/ WIRE LATH - I It, MORTAR JOINTS TO BE < FLUSH WITH EXTERIOR FACE OF CULTURED < STONE (TYPd < TRIM ST ONE �6 — FORM 1/2' DEEP DRIP 44H WOOD TRIM SEALANT FT WOOD $HIM (AS REQ.) ALUM. TRIM EXTENDER i ANGLE END DOWNWARD BACKER ROD A SEALANT 1/2'MIN. CAULK BEAD (TYP.) WINDOW UNIT WINDOW HO EXT. WALL W1 STONE DTL-62 WINDOW UNI SEALANTAS REQUIRED METAL PAN FLASHING - EXTEND BELOW TRIM BACKER ROD d SEALANT (TYP.) 'CULTURED 5TONE' METAL FLASHING W1 DRIP EDGE WATER TABLE EXTEND UP WUNDER BUILDING WRAP P.T. FIRF� RT. 2 x 4 - ALUMINUM WRAPPED r 4 5AC<ER ROD 4 SEALANT ALUMINUM LATTICE 5Y5TEM 1 1/2 * x 1 1/2 " MEMBERS - 12" x 12" GRID VENEER ANCHOR ALL CONNECTIONS AS PER MANUR SEE STRUCT. DW35. AND SPEC5.-���� TYP. EXTERIOR WALL W/ SIDING SEE SECTION I/A4.02 CULTURED STONE VENEER -SEE ELEVATIONS FOR EXTENT < 6CALE. 3'= 1 -0 PT WOOD SHIM Ix4 WOOD APRON P. LAM. ON PLYWOOD WINDOW 5ILL MORTAR SETTING eED W1 WIRE LATH a' CMU WALL 2' GALv, METAL *ZI CHAN. ---- W1 RIGID INSUL. (R-n MIN) LATTICE MANUFACTURER TO BE GW5. INTERIOR FINISH CRO56 INDUSTRIES PH. (110) 300-0002 /X\A X\/ OR EQUAL v TYR WINDOW SILL Is LATTICE ATTACHMENT TO WALL `XT. 5RG WALL W1 STONE &CALE:] 1/2`=V-0` r"j-D—T L - 7 5CALE- V= 1'-0" FDTL-E�4 5CAL E, 3 V- 0 SKYLIGHT BEYOND SLOPE TYPICAL RAISED ROOF CONSTRUCTION z -COLD APPL IED MOD. BIT. ROOF SYSTEM LAP OVER LOWER ROOF MEMBRANE AS PER MANUR INSTRUCTIONS 4 �T -TAPERED RIGID INSULATION 5D. 4 -(o' METAL J015TS (SEE 5TRUCT. 0WG5) 1/2' FIRE RETARDANT TREATED PLYWD R-112I BATT INSULATION STEEL BEAM (SEE 5TRUCT D1146) WRAP 46 PER UL NO. N505 TYF`. FLAT ROOF CONSTRUCTION W/ BALA,' SEE IroIA4.01 e5 A 1/2' GW.B. CE IL ING, ,4� ADJACENT TO SKYLIGHT D L &CALE., 1/2"=V-0" 2 x 2 TRELLIS STRIPS AT 10' O.C. 4 x 4 F.T. WOOD POST (SEE STRUCT. DU.IGS FOR ATTACHMENT DETAILS) DOUBLE 2 X a MINOR BEAMS AT EACH COLUMN AND EQUALLY SPACED BETWEEN. REFER TO PLANS AND ELEVS. DOUBLE 2 X 10 MAIN BEAMS PROVIDE SLOPED CAP AT TOP OF COLUMN (TYP.) FIBERGLASS COLUMN SURROUND W/ 5TRUCT. P05T INSIDE ALL TRELL16 MEMBERS TO BE P.T. LUMBER, PRIMED 4 FINISHED WITH OPAQUE WHITE STAIN AS PER MANUFACTURER'S A I __Lj RECOMMENDATIONS. TYR Tfe—ELLIS ATTACHMENT TO COLUMN ID T -1 (o`� 5CALP: V=V-0" FIBERGLASS COLUMN SURROUND W1 4 x 4 P.T. WOOD POST IN51DE (SEE STRUCTURAL I--)LLG5. FOR POST ANCHORAGE IN WALL) I&' WIDE 'CULTURED 5TONE'FLAG5TONE WALL CAP. CARVE OUT AREA FOR COLUMN BASE (TYPd 10' WIDE C.M.U. WALL W1 'CULTURED AS PER MANUF. RECOMMENDATIONS (TYF`.) STONE" FACING 50TH SIDES. INSTALL STONE rift METAL FLASHING W1 DRIP EDGE EXTEND UP VUNDER BUILDING WRAP 1 x 'CEMPLANK' TRIM BOARD FIN15HED 4 FAINTED BACKER ROD 4 SEALANT TYP. EXTERIOR WALL W/ 61DING SEE SECTION I/A4Z2 D T L - "10 &CALE; V V- 0 1/2" GALv. METAL FURRING Q 16' 0,C. RUN VERTICALLY FASTEN 51DING TO TYP. EXT. ISRS WALL W1 SIDING FURRING ONLY - FLOAT H $EE SECTION 1514,4.0ro END OVER 5TUD -+ '/.2' DEN-AGLASS GOLD -d V, -- SHEATHING - WRAP AT Ix4 FIBER CEMENT .-+ - —1 CORNER TRIM 50ARO P4 V, f RIPPED (PTD WHITE) W NQTE- ITYP. EXT. WALL W/ SIDING ALL TRIM TO BE SEE SECTION I/A4.02 PATCHED,54INDED 4 PREPARED AS PER MANUF. INSTRUCTION$ PRIOR TO PAINT/5TAIN APPLICATION (TYP.) I X 4 F15ER CEMENT TRIM BOARD (PTD WHITE) TYR SIDING OUTSIDE CORNER DETAIL ' DTL-5�7 5CAL E: V= 1'- 0 " TYP. NON -RATED INTERIOR PARTITION ALIGN EDGE OF STUD WITH 7" CHANNEL CONTINUE 1/2' RESILIENT CHANNELS THROUGH - PROvIr>E END BLOCK FOR CHANNEL ATTACHMENT ITYP. EXT. WALL W1 SIDING Ix4 F15ER CEMENT TRIM 50ARD RIPPED FOR I' EXPOSURE (PAINT TO MATCH ADJ.,SIDING) \__5ACKER ROO 4 SEALANT (TYP.) SEE SECTION 5/A4.03 TYP. EXT. 5RG WALL W/ SIDING TYR SIDING INSIDE CORNER DETAIL— 5CALE: V=V-0" D TL - 5,5 16 PAN FLASHING AT WINDOW SILL MANDATORY ATALL WINDOWS INCLUDING S -FLASHING WINDOWS ELF A. CHECK IF SILL PLATE 16 LEVEL. B. INSTALL METAL PAN FLASHING OVER SILL OF ROUGH OPENING AND FLASHING C. FLASHING SHOULD CREATE A DAM AT BOTH ENDS, 5EAL JOINTS W1 ROOFING CEMENT NOTE: SILL FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH N.T.6. TYR %`107`ILL FLASHING DETAIL DTL-Oe 5CALE- N,T,5. F15ER CEMENT HORIZ_ 51DING BUILDING WRAPW/ MEMBRANE L: '/2GALV. METAL FURRING O.C. P.T. WOOD BLOCKING CMU BLOCK 5EALANT4 CMU BOND BEAM BACKER SEE 5TRUCT. DUG$. FLASHING EXTEND UP 4 2' (SALV. METAL 'Z' CHANNELS WALL 5" MIN. BEHIND AND 1/2' GWB INTERIOR FINISH BUILDING WRAP -------- i Ix4 FIBER CEMENT 5EALANT TRIM OR FYPON H H.M. DOOR FRAME W1 SOUND SEALS (5EE ELVS.) PACK FRAME W/ SOUND BATT$ OR -GROUT SOLID IN5UL, HIl. DOOR EXT. DOOR HEAD W1 SIDING CMU WALL DTL-03 5CAL E; 11/2 1'- 0 SEALANT Ix4 FIBER CEMENT TRIM P.T. WOOD BLOCKING GALV. METAL FURRING 6 Iro' O.C� P15ER CEMENT HORIZ. 61DING BUILDING WRAPW/ MEMBRANE a CmU IN6UL H.M. DOOR DOOR FRAME W1 B MA50NRY ANCHORS PER JAMB SEALANT . ...... 2' GALV. METAL 7' FURRING W/ 1-2- GWB INTERIOR FIN15H RIGID INSULATION (R-115 MIN) EXT. DOOR JAM5 W1 SIDING INI CMU WALL f ;�7% - 0.4 5CAL E: 11/2 =I -011 H.M. FRAME (5EYOND) N$UL. HIl. DOOR 1/2 - EXPAN. JT. MATERIAL TRIM BOARD - SEE METAL THRESHOLD ELEVATIONS IN 5EALANT BED SEALANT DOWEL EXT. SLAB INTO BUILDING WHERE ADJ. EXTERIOR CONC. PAD - COORD, SIZE _ITYf-. SLAB ON GRADE CON5T AND LOCATION W/ 15EE SECTION -I/A4.02 FLOOR PLANS 2'PERIMETER INSULATION SLOPE 1141 PER FT. 2� 4 4 < 4 < 4 9 44 4 4 '1 4 4 4 4 EXT. DOOR SILL _5T L - 0 5 5SAL E 11/2 V- 0 IE ID lE3 00 Z 0 z -9 _j < 0 TD > w:j w- Z, fu Z . i < w kv) a4 CHK'D-. P.M. -AMY CARPENTER P.A. -TIM WENTZ PROJECT NO.:1.5-1343-01 6 Q i5 < I" 7- Z w n m 0 Uj 4) w bi E_ 5; _j 0 < Z Uj lu > w n W w (j) (IL T z kn w z W ww I) Z < w r) 0 c 2001, The Martin Arebitectural Group co I cc V z Z. 10 LU Us 1110 _j CHK'D: P.M. AMY CARPENTER P.A. -TIM WENTZ PROJECT No.:15-1343-01 < C) < N, Z 0 �07 Lij E_ _j 0 5; < z ry V) w OL w 0) > w z ry 0 z R�Tlipm_A Ia 2001, The Martin Architectural 2L:�� I I . � lo I I I I-) 1 -4 1 A I I C; I R 17 1 R I q Design No. UW4 Desten No. JIB145 Design No. U4a$ Design No. U411S Design No. U420 5earine Wall Rating - 3 Hr. Unrestrained Assembl� Rating - I Hr. Norlbearing Wall Rating - 2 Hr. Nonbearine Wall Rating - 1, 2,3 or 4 Hr. Noribearine Wall Rating - I or 2 Hr. Nonbearine Wall Rating - 3 Hr. . It 24' O-C, L L 24' C.Cr_:. ----------1-- 4) -- �i I I 11 � I ,� 4 , I .1 I r, 1\ 24' O,r-- L /�� I (&00 MM) I W , ID\ / �� I 1, A .41 .1 . - f i 1- I . �, 10 V, [] me .0 4 I E1:11 -P� - 0, o. q rl`� I eL2 I _­. I ip , I ", � � ­� - — / _,_,�._­ :, , I � I � , � , I I : � � , I I I r =::� -_ - I - � ___1 - 0 � " � I I I - I J .11 _. _., 1. I . - I I . .: I � � I . � . . I ­ I . �. 1 �:�� ., . _01.1 I I I � I I - 1 r- E . I I I - \ V A I � I 1. � ) = -1 I ,: �, _4:, , I , , � � . I I I ,� 1 — � I � -,, � 1- I I I I ­ ': i'l I I I � � � I I I _11 ,� 11 �� : I 1.�� ­. ]_ I ]_ 1�_:�__��_7_�__���_A - __________ --- ___________ ___ � - - - - - - - - - - � ______ - - - __ - - - --- i - - - - - 7 --------- E ----------:---�----/------------------_--_--__--_-__-�--------------- -1 - - I � .� �1. . � . . I -_�­� a- . 11 � I """ W�) I ----)I. - -, ,:_ � , - - I - " �, I 1- �, I I - , I'll, I ., 11 I �. - ... ­:. : - - ''.''. ,,, o/ I Jll� .... J 1� L4 � ell,:,__�, � � � � L-, � :�q I _1­1 I I 4 I ,I, I . __ �: I,- . ,�. 1. .... . . � — � Horizontal Section FJ �_,,� L I I 1 I e (� (:V/ \1 v � 11.11, . ,�. 1. � ". I ''I 1. Concrete Blocks*- Various designs. Classification C-3 (3 hour). mlohod "cle ' W4X � , See Concrete Blocks category for list of eligible manufacturers, Horizontal Section Horizontal 5er-tion 2. Mortar - Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not (_1 � more than 3-1/2 parts of clean sharp sand to 1 part Poriand cement (proportioned by volume) Vertical C.6 i I Ing . - I � � (A_� and not more than 50 percent hydrated lime (by cement volume). joints staggered. zL . I , 1. - � . I I I 1, 11 � - , , I � I � \ZD1 3. Portland Cement Stucco or Gypsum Plaster - Add 1/2 hr. to Classification if used. Attached (�;�) Unrestrained I � , 0 � ., ,. , �, � �,i­ I ­", � .�, �_ �,.­ I - I � /,;:�N ": I 1. Floor and CeilinQ Runners - (Not Shown) - Channel shaped, fabricated from min, 25 MSG I I I - � I - � .1� I to concrete blocks (Item 1). 1-��_ 1: ­ � ­. 11 � ._� ," , �: - I __`,� corrosion- protected steel, min. width to accommodate stud size, with min. 1 in, long legs, 11 ., - - I I . I � ; � . 1- .� . , ,� : � I 4. Loose Masonry Fill - If all core spaces are filled with loose dry expanded slog, expanded clay End Detail - I -_ 1 4`� " - � attached to floor and ceiling with fasteners 24 in. O.C. max. 2. aLeel S ds - Channel shaped, fabricated from min. 25 MSG corrosion -protected steel, min. . � I � 91,1111, _. . . . I*- -eivI.. *�, *I I , .S '. _____ _. � L_ - .� ;, .W.W (,!5`� , , �� ID 11 I I � � or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to Classification. LLLLJ I ____Ju width as indicated under Item 4, min. 1 1/4 in. flanges and 1/4 in. return, spaced a max. of 24 in. O.C. Studs to be cut 3/8 to 3/4 in. less than assembly height. .- I ... ­,­'ll �: - - ____ 1-0 �?�. I'll - 10 Q) - ­4 5. Foamed Plostic* - (Optional - Not Shown) - 1-1/2 in. thick max, 4 ft wide sheathing 1 3. Botts and Blgnkets* (Required as indicated under Item 4) - Mineral wool botts, friction ,-. . I I- . . . t) I �,� /. . ..... I I � � c- attached to concrete blocks (Item 1). I fitted between studs and runners. Min. nom thickness as indicted under Item 4. See Botts I � � ., , � ,I � I I � � � ,. I I � � _1(1 � 1 (1;5� /-^ I I . � Celotex Corp. - Type Thermax I I . L_LJ 4�� and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 3A-Batts Blankets* - (Optional) - Placed in fiber � ,� � .�, � \1� U-/ * /-^-\ ,--(D -:,, � and — stud cavities, any glass or mineral wool (e Bearing the UL Classification Marking. - I `­�� � � I 71 insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or � I , "I I . 1, � � Fire Resistance, See Botts and Blankets (BKNV or BZJZ) Categories for names of Classified ),�grtical Section 1. Precast Concrete Units * - Carbonate, siliceous, or lightweight aggregate. 4 or 8 ft wide I I I I . I I I Floor . com ponies. 4� Wallboard. G�psum* Gypsum panels with beveled, square or tapered edges, applied vertically or units with cross section similar to the above illustration. Openings may be provided through horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides 1. Studs - Channel - shaped 1 5/8 in. wide with 1 3/9 in. legs and 1/4 in. stiffening flanges. the units for piping, ducts, or similar services and should be suitably enclosed with of studs. Vertical joints in adjacent layers (multi-loyer systems) staggered one stud cavity. Fabricated from No. 25 MSG gaiv. steel. Studs to be cut 1/4 in. less than assembly height, constructions having at least equal resistance, acceptable to authorities having jurisdiction. Horizontal edge joints and horizontal butt joints on opposite sides of studs staggered a min. of 2. Bracing - Of two types. Type 1 - Cut from the steel runners, 9 1/2 in. long. Fastene'� to a Concrete, Inc. Arnold Concrete Products - Greensboro Div, of Carolina Steel Corp. ceiling 12 in. Horizontal edge joints and horizontal butt joints in adjacent layers (multi -layer systems) the studs with two No. 8 by 1/2 in. self -drilling, self -topping steel screws in each stud. Breeko Indu stries I 16, 1 � staggered a min, of 12 in. The thickness and number of layers for the I hr,, 2 hr., 3 hr., and 4 hr. ratings are as follows: I Type 2 - Cut from the gypsum wallboard 9 1/2 in. long and 12 in. wide. Fastened to the Cleveland Builders Supply Co. . 4 < 1 studs with three Type S wallboard screws at each end. Vertical spacing of bracing not to Nitterhouse Concrete Products, Inc. 1 4 � � 4 1 L Waftoord Protection on Toch Sj�e gf Wol'i e x ceed 48 in. O.C.. Southern Cost Stone Co., Inc. - 11 - __ 3. Floor and Ceiling Runners - Channel- shaped 1 5/8 in. wide with 1 in. legs, fabricated from Strescon Industries I � Minimum Stud Number of Layers and Min. Thickness of E E 1: No. 25 MSG golv. steel. Attached to floor and ceiling with fasteners spaced 24 in. O.C. Design No. UV4 TPAC Div the Tanner Companies BgjLr� D52th Thickness of Ponels Insulo ion (Item 3) — 3A.As an alternate to Item 3 ��� - 25 MSG min. galv. steel, width to accommodate ,of 2. Min. Bearing - 1 1/2' in. - ____9 1 hr. 3 1/2 1 layer, 5/8 in. thick Optional - stud, with 3 or 4 in. legs offset at midpoint 5/8 in, for the 1 hr. rating of 1 1 /4 in. for F�earine Wall Rating - 3 Hr. 3. Grout - Sand -cement type, 3500 psi compressive strength. For a grout stop, compressible I hr. 2 1/2 1 layer, 1/2 in, thick I 1 /2 in. � the 2 hr. rating to accommodate wall cladding thickness. Attached to ceiling with fasteners spaced 24 in. O.C. The wall cladding shall overlap wallboard 1 1/4 in. min. Nonbearine Wall Rating - 3 Hr. material mat be placed at bottom of the joint before applying grout. * Bearing the UL Classification Marking . 2 hr. 1 5/8 2 layers, 1/2 in. thick Optional 2 hr. 1 5/8 2 layers, 5/8 in. thick Optional � Fire Trok Corp. , 2 hr. 3 1/2 1 layer, 3/4 in. thick 3 in. 4. Wallboard, Gypsum* - Any 5/8 in. thick wallboard for fir resistance Classified with beveled, , 3 hr. 1 5/8 3 layers, 1/2 in. thick Optional squared, or tapered edges. , I 3 hr, 1 5/8 2 layers, 3/4 in. thick Optional For 1 Hr. Rating - One layer of wallboard to be used. Applied vertically with joints centered - 4 hr. 1 5/8 4 layers, 1/2 in. thick Optional over studs. Fastened to studs with 1 in. long, Type S, wallboard screws s ' paced 8 in. O.C. at the joints, located 3/8 in. from the edges, and 12 in. O.C. in the field. Fasteners to be . I . /,;;� 1*� �_:� 4 4 hr. 2 1/2 2 layers, 3/4 in. thick 2 in. spaced 8 in. O.C. at the runners. (_,_� /,�_) . K,-)-,,\ Canadian Qvosurn Co. _= 1/2 in. thick Type C, WRC or !P-X2, 5/8 in. thick Type SCX, SHX, WRX, For 2 Hr. Rating - Two layers of wallboard to be used. The inner layer to be applied in the 'j--, , !� - - - ___� / I IP_Xl, AR, C, WRC or IP-X2 3/4 in. thick ULTRACODE or Type IP-X3. some manner as for the 1 Hr. Rating, The outer layer to be fastened to the studs (through T,4 T7 I J 1\� United States GvDsum Co. -, 1/2 in. thick Type C, WRC, or IP-X2, 5/8 in. thick Type SCX, SHX, the inner layer) using 1 5/8 in. long, Type S, wallboard screws spaced � in. O.C. at the ::�� F , 111— WRX, P-X1, AR, C, WRC, IP-X2; 3/4 in. thick ULTRACODE or Type IP-X3. joints, located 3/8 in. from the edges, and 12 in. O.C. in the field- Fasteners to be spaced 8 in. O.C. at the runners. Joints to be staggered 24 in. from the inner layer. See Wallboard, Gypsum (CKNX) category for names of manufacturers. � � I � � I -1 , " . 1. I I ' 11 I . �, I I , , I . , .(, , , , , , . o , �� 11 . . ' � -, [I Zo .- I -'s - D F1 1111 I 11, 11 11 - 11 A151 FT-S00-04W, Brol ed. Design No. X52a 11 2 1/2 in, legs 1 in. . as eners - a s own - yp e or - se - ri ng, set- doping s ee screws use a attach panels to studs (Item 2) or furring channels (Item 6). Single -layer systems 1 in. long for 1/2 and 5/8 in. thick panels or 1 1/4 in. long for 3/4 in. thick panels, spaced 8 in. O.C. 4A.Wollboord, Gypsum* - (As an alternate to [tern 4) - Nom. 3/4 in. thick, installed as described in � � - if� � �� - IE 1. Floor and Celli Runners- J" -shaped runner, wide with unequal of and in from 24 MSG Runners leg toward finished 2 in., fabric.tJ when panels are applied horizontally, or 12 in. O.C. when panels are applied vertically. !�z� Item 4 with 1 1/4 in. long Type S screws for sing -le (or inner) layer and 2 1/4 in. long Type S I - I- . � I I I �, , " '4 Ratings - 1, 2 and 3 hour gaiv steel. positioned with short side of wall. Runners attached to structural supports with steel fasteners located not greater than 2 ay �rpms: First layer - 1 in, long for 1/2 and 5/8 in. thick panels or 1 1/4 in. long for 3/4 in. screws for outer layer. United States Gypsum Co. - Type AR . 1 . I � v I � ,_ I — i .A-j" J I - ( I . 1. 11 in. from ends and not greater than 24 in. O.C. thick panels, spaced 16 in. O.C. Second layer - 1 5/8 in. long for 1/2 in. thick panels, spared 48,Wailboord, Gypsum* - (As an alternate to [terns 4 and 4A) - 5/8 in. thick installed as I �_ I .; --------------I .t I I " 1A.As an alternate to Item I Ceiling Runner - 24 MSG min. galv steel, width to accommodate 24 in. O.C. Third layer - 2 1/4 in. long for 1/2 in. thick panels, spaced 12 in. O.C. Screws described in Item 4. Joint covering (Item 5) not required fair single layer system. !� T_1� I k (V (VI r- -0_)III - II -0�,' I J 11 L stud, with 3 or 4 in. legs offset at midpoint to accommodate wall cladding thickness. Attached to ceiling with fasteners spaced 24 in. O.C. The wall cladding shall overlap offset min. 6 in, from layer below. Four-lc�Ler systems: First layer - 1 in. long for 1/2 thick panels, spaced 2� in. O.C. Second layer - 1 5/8 in. long for 12 in, thick panels, spaced 24 in. United States Gypsum Co. - Type WSX 5. Joint Tape and Compound - (Not Shown)- Vinyl or cosein, dry or premixed joint compound I I ----JL- _JL - (D_� ' (D­:::� -1 - - - wallboard 1 1/4 in. min. Fire Trok Corp. O�C. Third layer - 2 1/4 in. long for 1/2 in- thick panels, spaced 24 in. O.C. Fourth layer - applied in two coats to joints and screw heads. Paper tape, 2 in. wide, embedded in first 24' � 1 - .. � �77- ;I 2. Steel Studs - "C-1-l'-shoped studs, 2 1/2 in. wide by 1 1/2 in. deep, fabricated from 25 MSG 2 5/8 in. long for 1/2 in. thick panels, spaced 12 in. O.C. Screws offset min. 6 in. from layer below- layer of compound over all joints. 6, Botts and Blankets* - (Optional, not shown) Glass fiber botts may be installed in the interior __�_ ,, I - &-, An gaiv steel. Cut to lengths 3/8 to 1/2 in. less than floor- to- ceiling height and spaced 24 in. 600 O.C. 6. Furrino Channels - (Optional, not shown, for single or double layer systems) - Resilient furring or wall cavity, The max thickness of the hatts shall be 2 1/2 in. for the walls with 2 Hr. or mrn 2ASteel Studs- (Not Shown)- "E"-shaped studs installed in place of "C-H"-shoped studs (Item 2) nnels fabricated from min. 25 MSG corrosion -protected steel, spaced vertically a max. of 24 in. O-C. Flonge portion attached to each intersecting stud with 1/2 in- long' Type S-12 assembly ratings and 3 1/2 in. for the walls with 1 Hr. assembly ratings. Attached to wallboard with wire staples spaced horizontally 12 in. O.C. and vertically 24 in. O.C. 1. Concrete Blocks*- Various designs. Classification B-4 (4 hr.) 14 5 around fire rated openings. Fabricated from 25 MSG gaiv steel, 2 1/2 in. wide, with one leg pan -head steel screws, Certointeed Corp. See concrete blocks category for lists of eligible manufacturers. 2, Mortar - Blocks laid in full bed of mortar, nom, 3/8 in. thick, of not less than 2-1/4 and not 1 in. long and two legs 3/4 in. long. Shorter legs 1 in. apart to engage gypsurn liner - 7, Joint = Vinyl or cosen, dry or premixed joint compound applied in two Manville Sales Corp. Owens-Corning Fiberglass Corp, more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) . . -I . - . panels. Cut to lengths 3/8 in, less than floor to ceiling height, Sill and lintel of opening formd with "J"-shoped runners (Item 1) secured to "E"-shoped studs with angle clips and coats to joints and screw heads of outer layers. Paper tape, nom. 2 in. wide, embedded in first layer of compound over all joints of outer panels - *Bearing the UL Classification Marking. and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3, Furring Channets - Min. 0.019 in. thick (25 guage) gaiv. steel, 1-3/8 in. wide on top and 2-3/4 in. (i I , -@�l _04 feel screws. 8. Siding, Brick or 51u_c_(�_o- (Optional, not shown) - Aluminum, vinyl a,, steel siding, brick veneer the local installed Brick wide at bottom by 7/8 in. deep. Spaced 24 in. O.C. perpendicular to floor with a channel parallel � '. (Z� � - - - JL - (2), �!' - - - JL - 3. Wsollboard, Gypsum* -1 in. thick gypsum wallboard liner panels, supplied in liom 24 in. or 600 mm (for metric spacing) widths. Panels cut 1 in. less in length than floor- to -ceiling or stucco, meeting requirements of code agencies, over gypsurn panels. veneer attached to studs with corrugated metal wall ties attached to each stud with steel " ' to and approximately 3 in. above floor and 3 in. below ceiling, Clearance between vertical and - I __ � ­1� height. Vertical edges inserted in "H"-shaped section of "C-H" studs. Free edge of end - screws, not more than each sixth course of brick, horizontal channels 1/2 in. �J_ (2� � 3 �1� -.. �_, � - (�)_ - : 3 i panels attached to long leg of "J"-runners with 1 5/8 in. long Type S self -drilling, 9- Coulkinas and Sealants* - (Optional, not shown) - A bead of acoustical sealant applied around for I I .. ... I "I'', .. .. .. I . . . . . . . . . . , 4. Channel Fasteners - 1-1/4 in. long masonry screws with 3/16 in. body and 5/16 in. diameter . 1. .I � -, (Z�-- zz self -tapping bugle head steel screws spaced not greater than 12 in. O.C. the partition perimeter sound control. ,11,011 ,ill, , ''',''I''i'', "I',, �� I", , ,: I .. ... , "v � head. Fasteners spaced 24 in, O.C. with the fasteners staggered on each long leg of the Z �-�. '','', ,, furrino channel. - + (9)� United States Gypsum Co. -Type SLX *Bearing the UL Classification Marking. 5. Wallb�crd, Gypsum*- 1/2 in. thick, 4 ft. wide, secured to furring channels with wallboard fasteners (Item 6). Gypsum plaster not more than 1/16 in. thick may be applied to wallboard - (9), 4. Wallboard Gypsum* - 1/2 in. thick, 4 ft. or 1200mm (for metric spacing) wide wallboard applied vertically in two layers. Inner orr base layer attached to studs with 1 in. long Type S in addition to joint treatment. C D self -drilling, self -topping bugle head steel screws spaced 24 in. O.C. along the edges and in the ISA FILE NO� PC E>406 (or RIC 2&01) Banal Gypsum Inc.- Type BG-C, Canadian Gypsum Co., Ltd. - Type C. field of the boards, staggered from screws in inner layer. Joints between inner and outer layers staggere'd. Outer layer joints covered with paper tape and joint compound. Exposed screw Dom tar Gypsum - Type 5. 1. Steel Column - Minimum sizes of W she ' De and tubular steel columns in the AISC Steel Construction Manual heads covered with joint compound. As on alternate method, inner wallboord layer applied Eagle -Gypsum Products - Type EG-C� r 1 hr rating, any 5/8 in. or 1/2 in. thick gypsum wallboard Classified for use in as shown under -'emFQ I vertically, outer wallboard layer applied horizontally. Inner layer attached to studs with 1 in. WOOD JOISTS, <:�'T'I`=51J�l WALL 504RID Georgia Pacific Corp., Gypsum DiVision- Type GPSF-C. 2, Wallboard, Gypsur� Type S steel screws spaced 24 in. O.C. along vertical edges and in the field- Outer layer I HOUR:' to 3S 61%; Pabco Gypsum Co.- Type PG-C_ fire resistance assemblies. For 2 hr and 3 hr ratings, any 5/8 in- or 1/2 in. thick gypsum wallboard attached to the suds and "J" runners over the inner layer with 1 5/8 in, long Type S -drilling, -topping bugle head screws spaced 12 in. O.C. in the field, along the Design No. JS14 D .��7 Republic Gypsum Go. - Type RG-C. Classified for use in other 2 hr, 3 hr or 4 hr Column Designs. Min. total thickness of layers in inches for the various ratings and min. column sizes ore as follows: self self steel vertical edges and to the floor and ceiling runners. Outer layer secured to inner layer wallboard Restrained Asssmbl� Ratings - 2,3 and 4 Hr. D - I I I I I I Temple-Inland Forest Products Corp.- Type TP-5� United States Gypsum Co. - Types C, !P-X2� . 1. . - . � ) 1 I I 6. Wallboard Fasteners - 1 in. long, self -drilling, self -topping steel screws with bugle heads. Fasteners " W Shape Columns horizontal joint. Boral Gypsum Inc, - Type BG-C Approx. Ceiling Weight: 5 psf � �� attached to each furring channel and spaced 8 in. O.C. at butt joints and 12 in. O.C. in the field Canadian Gypsum Co, Ltd. - Type C f Fire test: FM FC 172, 2-25-72 l of the board Darallel with furring channels, Clearance between fasteners and edges of wallboard 3/4 in. Rating (Hours) Corner details for Various Designs Celotex Corp. -Type FRP Sound Test: Estimated I i � 7. Joint System - (not shown) - Paper tape embedded in cementitious compound over joints. Paper tape Min. Column 1 2 Continental Gypsum Company - Type CG-C i I /� and exposed screw heads coered with two layers of compound. Edges of compound feathered out, Bearing the ILL Classification Marking. Size Total Thickness (In.)3 1 2 3 Donator Gypsum Inc. - Type 5 Eagle -Gypsum Products - Type EG-C. 1 rl_� 11_� , I �. I � I ­­ ­. T . 7 � � .�� � , , , . '. , , � . 11 w � ; " I � :��l W4x1 3 1 1 1/2 2 1/4 B Georgia-Pacific Corp- Gypsum Div. - Type GPFS-C. )� 4 I W6xl5.5 1 1 1/2 C D Pabco Gypsum Co. - Type PG-C I 1� � - - I , 7 I -, - -- — 1, ,� , . , . . . ,� " . I ., . 1, � . , r_- � � _ � . . - ` �, I W10x49 1/2 1 1/8 2 1/4 B C D Republic Gypsum Co. - Type RG-C .: I � I , ., , .1 I � 'L — ", , � I A F/// , , Base layer 5/8' type X gypsum wallboard applied at right angles to 2 x 10 wood joists 1 7/8 A B C Standard Gypsum Corp. - Type SG-C Temple-Inland Forest Products Corp. - Type TP-5 United States Gypsum Co. - Type C - � ­__ � _�_ L—) � ) C J 24" o.c. with 1 1/4" Type S drywall screws 24" o.c, Face layer 5/8" type X gypsum Tubular Shape Columns 4A.Wallboard Gypsurn* -(As an alternate to Item 4) - 5/8 in. thick, 4 ft. wide. Attached to 6?- wallboard or veneer base applied at right angles to joists through base layer with 1 7 /811 1 15/8 2 11/2 B furring channels and steel studs as discribed in Item 5. / 11 - - - , Type S drywall screws 12" o�c. at joints and intermrdiate joists. Face layer joints offset TS 8x8xO.25O 5/8 1 5/8 C D 2 1/2 A United States Gypsum Co. - Type AR I I 1 5 24" from base layer joints, 1 1/2" Type G drywall screws placed 2" back on either side C D 5. Batts Blankets*- (Option a!)- (Not Shown)- Mineral wool or fiber battS Dartially 3 1 of face layer eng joints, 12" o.c, 1/2" plywood with exterior glue applied at right angles Applied in layers os noted in the above illustrations. Boards are to be applied vertically without horizontal joints- and glass or cornpletely filling stud cavity. Any mineral wool or glass fober batt material'becring the UL Restra ined Unrestr a ined to top of joists with 8d nails. Ceiling provides one hour fire resistonce protection for See Wallboard, Gypsum (CKNX) category for names of manufacturers. Classification Marking as to Fire Resistance. wood froming. 2A.Wallboard, Gypsum *- As and alternate to Item 2, 3/4 inch thick gypsum wallboard. For 2 hr rating, 1 1/2 in. *Beoring the UL Classification Marking- End Detail End Detail total thickness, installed in accordance with corner detail B. For 3 hr rating, 2 1/4 in. total thickness, installed Cove rs consist of two L-shaped sections with Snap -Lock or Pittsburgh sheet steel sections to provide accordance with corner detail C� Boards are to be applied vertically without horizontal joints. G'T'F"5UT'1 ,4550C,IATION Canadian Gypsum Company - ULTRACODE or Type IP-X3 4 United States Gypsum Co. - ULTRACODE or Type !P-X3 1. Concrete Topping- 3000 psi compressive strength, 150 (+ or -) 3 pcf unit weight. o SA cle CV- ULTRACODE or Type IP-X3 Normal weight concrete. 3, Steel Stud - 1 5/8 in. wide with 1 5/16 and 1 7/16 in legs having a 1/4 in folded flange, fabricated from Rating-Hr. Material Thickness -In. I Per letter dated June 15, 1998, from Robert Wessel and ICBO-ES evaluation report 1632 no. 25 MSG galv steel. Length to be 1/2 in. less than the assembly height. 2 0 regarding insuation in cavity and layers of gwb required for rating 3A.As an alternate to Item 3 Steel Framing Members* � 3 1 1/8 "The two layers of 5/8" type V gypsum board, when installed on either wood or metal I and bottom of column. A No. 28 MSG galv steel sup dWIlV- ostp@l Allipis I sP�4e�h 4el (��IhOifl dU ��ei9.o�r,qnclti�§ and secured with screws attaching the wallboard. The angle cut I in. less than the assembly height splices in 4 2 1/16 2, Precast Concrete Units*- Carbonate, siliceous, or lightweight aggregate (Lightiveight 1 framing (including trusses) using the screw pattern described in the Fil-2 Resistance De�i��n angle to occur over clips. The clips for use with wide flange columns only. aggregate units do not qualify for 4 hr. ratings), 4 or 8 ft. wide units with cross L�Qnuol would be expected to achieve a one hour fire resistance rating. This is based on . . Column & Beam, Inc . section similar- tothe above illustration. Openings may be provided through the units the 56 minute finish rating achieved in the original fire test. In addition, ICBO-ES Evaluation 4. Corner Beads - No. 28 MSG gaiv. steel, 1 1/2 inch legs to be attached to wallboard with No. 6 by 1 in- screws for piping, ducts, or similar services and should be suitably enclosed with constructions having at least equal resistance, acceptable to authorities having jurisdiction. Report 1632 permits the application of thermal insulation above the ceiling provided a 10" spaced 12 in. OC max, Andrews Prestressed Concrete, Inc. space is maintained between the back of the gypsum board and the face of the insulation. 5. Tie Wire - No. 18 SWG steel wire spaced 24 in OC used with second layer of wallboard, Arnold Concrete Products - Greensboro, Div. of Carolina Steel Corp. � Thermal insulation not exceeding R-40 can be installed directly behind the gypsum ceiling 6. Screws - For attaching first layer of wallboard to steel studs, and third layer of wallboard to 2 in, by 2 in. steel I Iowa Prestressed Concrete, Inc. Southern Cost Concrete Co., Inc. � membrane, or supported by the ceiling membrane, when a third layer of 5/8" type V angle (25 Go) to be No 6 by 1 in (or 1 1/4 in for 3/4 in thick wallboard) Phillips head self -drilling, self -tapping double lead screws spaced 24 in OC. For attaching second layer of wallboard to steel studs and fourth layer of � Strescon Industries - gypsum board is added to the ceiling. The third layer should be installed in the same wallboard to 2 in. by 2 in. steel angle (25 Go) to be No. 6 by 1 3/4 in (or 2 1/4 in for 3/4 in. thick wallboard) TPAC Div. of The Tanner Companies 3. End Details - Restrained and Unrestrained. � 1� manner as specified for the second layer using fasteners of sufficient length to provide steel screws of the some type spaced 12 in, OC. For attaching third layer of wallboard to steel studs to be 4. Grout - Sand -Cement type,3500 psi compressive strength. For a grout stop, penetration into framing equal to that of the second layer." No. 8 by 2 1/4 in. screws of the some type spaced 12 in. OC. compressible material may be placed at bottom of the joint before applying grout. 7, Finishing System - (Not shown) - Joint compound applied over corner bead to a thickness of 1/16 inch. 5. Min. Bearing - 1 1/2 in- for assembly ratin'g of 3 hr. or less and 3 in. for assembly rating of 4 hr, - i A *1 Bearing the UL Classification Marking � * Bearing the UL Classification Marking C - - C . , 11 I � � 11 I *� IZ4�lp ;�� E I X i r 9 � i f t 1 1 Z,� I Co �i' k i �i i Ze f` D' A 'R�,R' _7'_ I T I ON, T 11"'r"""" E EE2w" . *__ tmig�_ ,On", t2v_a� 1�=� & I &�� t� IN;Tg�fiii�l�,�,i,iilil'T__;__;_Z____, PATCOR"TITION rrtianwo* . � . . - UNDERSIDE C'4: I I :,. - UNDE -.11-IDE I , PLi7 OF UNDEFrolDE OF . PLANK I � I FLAW u � � EXTEND DRYWALL ro' MK I ; I I ; � UNDERSIDE or- �r� A50VE FINISHED CEILIN* ��l I- . UNDE IDE OF I . � � , I , PLANK : "I TYP. (3) HOUR RATED INTERIOR I " ...... �4 PLAN I , � I " 11 �C��E W= A. \ A LOAD BEARING PARTITION � CEIL I, I TYP. INTERIOR WALL CONST.--, � lc>� I "I 1 . , ,�E __�, - I I - ,7 I -IN AC=RDANM w/ UL_ DESIGIst NO. UW4 TYP. EXT. WALL ASSEMBLY I I I � A , .1 1� . -5/a, G.W.B. I � C>� CEILI I 1_1�_ .. I I TYP. �2) HIR. RATED CHASE PARTITION "_ 1, -1 A --) 1. .1 I- 1� TYP. (1) HR. RATED CORRIDOR WALL (NLS) � -1/2' GJJJ.B, ON 222 AS PER LLL NO U41S / -1 1/2' FURRING CHANNELS , � W/ SIDING V - - (BOTH SIDES) - STUD WALL (REFER TO I � ]�_- (--\- I - AS PER U,L. NO. 438 ­1 (-\- ,'I -(I) LAYER I- THK GJJJ.5. LINER PANEL ON kll/� :(I) LAYER %' T44K TYPE 'X' G.WZ. I -5' CJ'W� CLASS. C-3 ,-, �_< I -SEE I/A4.02 ( ,�., �� PLANS FOR DIMENSIONS) I I ­- � -*C-H* SHAPED STEEL STUD$ 9 a I (:>� 'X' -1/2'F;ZESILiENT FURRING CHANNELS -a 241 O.C. I 1 1/2' FURRING CHANNELS -&'METAL STUDS _�/21 G.W.B. I TYP. (1) HOUR TENANT 11 IL ,N -(2) LAYERS 1/2' TYPE G.WZ. " ( �_- �_ I 1 - ATTENUATION BATTS /,\ \ 1 -I'll SEPARATION ASSEMBLY 1, � Z � I =3 -SOUND \ . — ,L __ "; -01 A=011CIANICE wl UJ_ TEST 1; I . 0 Y : I - 0 () ' 41) LAYER %�' THK. TYPE 'X' G.WB. 717�� \ . DESh3K NO U420 LJ __+1 - - _,"'Ir , J � " s� - 11 - - E I � II 1, I- I "I , os e ;D GRADE I . — , - -i I 1-1 � � � - I I I I I 4 � FLOOR _J _5/8� TYPE X GJ.U.5. . -3 1/2' METAL STUDS - I -V AIRSPACE 77 � -3 1/2' METAL STUD$ W/ r-,-- �� -3 1/2' BATT INSULATION (_1__ -5/a TYPE X GX.B. I _. . , �. 11 . I "_ JU : i 'X SHAPED RUNNER �<D � /_ >:0 I UNIT UN17 7-17-777 4 LRELE I— : , —1 I L � , I _� 1:-� 11 rEI, k- - - I I I 11� - 3 ,-� I I , I , �Q I - I— I , ,— � , � - _F � rL21 I .F 11 STC. 54 I I I IL1 d,, FLOOR FLOOR I I " F 0 --= — FNgm­ CAULK o sEAL PEP,im E� T'r'FIC,AL INTER:JOR LOAD 5EARINC-; PARTITION !!� ,-, r I T'T'f=ICAL INTERIOR fARTITION I or STUD WALLS TO PLANK 'T'F > T'T'F>ICAL EXTERIOR WALL W1 &IDINCz &IJ5eTITUTE 1`*I.R.5. 'a 5ATH 6IDE $:- NIT ,&Elf4RATION WALL /d\\) 2 UNIT ,&Ef=,4R,4TION WALL — T"rFIC,4L (2) HOUR RATED INTERIOR C>4,46E PARTITION 4 T'i'FIC,AL (I) HOUR RATED CORRIDOR LUALL — 5 &US&T[TUTE rl.R.5. AT 54TH/RE6TROOM �� 14 113 -3 ADD &OUND ATTENUATION AN[) EXTEND DR�T-WALL I _"_ T TYFIC,4L EXTERIOR WALL W1 � I — ,__ - EE/�-1cf,-L ,64-UDE3�:5"T", TO UNDER51DE OF F`LAN< _ U5 5TITUTE �J_R_5 - 1� 5ATL4 5UB571TUTE �I.R.5. 'a 5ATH SUE�STITUTF= r-I.R.S. 'a 54TL­1 ,&U55TITUTE t*I.R.15. 2 3 S 5ATH &U55TITUTE t-1,R,5. S 54T�4/RE5TROO�l 141 - -_ CL WAINSCOT . q 13 <0> 4UN CULTURED 5TONE �, L I -_ I __ � ��. -_ R E M 0 1, REMOVE ra.W.5. ON NON RATE[) C�445E SIDE &U55TITUTE METAL 5TUD5 FOR FUFRRINr--; ONE 5UE35 51DE — — -�- , A T'T'f=>ICAL EXTERIOR WALL 77 I I —I I I I--- I— , - -- , Or - INTEFRIORZ f=,4i;RT[TION5 IN' ) L4_1� 5 e, /a " _T_f_r , , (2 R T X faW5 (2) LA'I�R6 5/0" T'T'f=;= 'X' r:PW5 2 '��y METAL 5TUD& 50TP &IDES EL B E I I _-- � -- W/CULTURED STONE — — . .I,-- EXTERIOR WALL ASSEMBLY A DD � ADD 5OUND ATTENUATION ' .: : 4C , . E4C,1­4 SIDE FOR 2 HR. R,47N(S; E SIDE F OR 2 HR. RATIN(a &UE3,5TITUTE M.R.S. e 5AT�4 <9>LL B — - " - -sR ___ 1 ,� RL. I * RAISED GRADE (aELOWI C .ADE , i C XT � EXTEND DRYWALL Uf= TO UNDER61DE OF F`LAN< J EEE DELE - — - I I :d I" I -SEE IBIA40CP / \ , - — - �, � A — — - EXTEND DR'T'W,4LL UF TO UNDERSIDE OF FLAN< EXTE� I <� 0P_ \/ , �, 7_1 I I - - - � / __ I El � El I I - � /7 TITUTE I -1ETAL STUDS FOR FURRING ONE 51DE 91 � — — - � 4 1� � I �4 � __ __ I - N1<7 _�i — — - 1, _77-77-- 1 1 1 - � ,,,. 11 -.-- __ __ = I - �� � ! I I A - I n __ - - I- - �. I 2�, - I "I "I - k-11 E IDE Or I (--�, ,,, CEILING CEILING I �= �. 7t_ UNDERSIDE OF ��������� __ — — — - , 11 �. - YIF. 3 HR.-RATED EXT� BRS. WALL ASSEMBLY - , , I I=t I I -1 — — I I � I E—E I I I C>1 PL _>d , 11 11 11 11 11 I STAIR / ELEVATOR I - OELEIE PLANK - � �-----7- 1, I W/ SIDING - - - __ -HE " . - 1=1 I - - . I lEd I =1 I : (_ r�_y �, 77 '\/ - RA TYP. (5) HR TED INTERIOR , \/ \/ , .1 I AS PM UL OE514N NO. UW4 - —1 --- I a I la I 1=1 - I -_ ' -1 I - D� 0- , \/\,/\ /\/\\/ 5R3. WALL PARTITION /\ 5U5eTITUTE 1/2' PURRINIr-, ONE 5IDE I - I I EEI I IEEI I I` I //\/, " I ,, I (1) HR. RATED PARTITION AT INACCESS15LE CE - � _\ .;�3 VIV ., (TYP. EACH SIDE OF JOINT) El I I , 4 � El I Efl I IEEI I ��, I I !EEI I 1=1 I 1: Il— — � � ��1 I E��l I E�l !�44 1 =_1 = I I I 9, (:>� � 11 (:�__. I 11.1 TYP. (2) HP, RATED AREA SEPARATION WALL -a .1 1. -A$ PER U�I_ NO, 4&e _­ . I -0) LAYER I' THK G)iJB. LINER PANEL ON ___) �L Y 1_/ \_/ I I .# I TYP. (2) HR. RATED CMU SHAFT WALL CONSTRUCTION - -� - IN AA::�ANCE tu/ U.L. DESIGN NO. US" W _&' C.M.U. WALL CLASS. C-3 I - � e . 14 � I 1 4 , ''I F�l I El I I- P-11 _� ' -IN AC40ROANCE Wt U.L. DE516" NO. U4IS I -6' *C-14' SHAPED STEEL STUDS 411 /\ -/\\//\, -� -IN A=ORDANCE wl UJ_ DES*N NO. UW4 , I , .1 1/2' FURRING CHANNELS Sm . I I 1 16 I I I — I I I I _=I I I= I " -1 -(2) LAYER llqs' THK TYPE 'X' G,W.5.(50TH SIDES) I -THERMARBER BATT INSULATION - -W. WALL CLASS. C-3 8' C1 � XXX -112, GJWB. I , ;D GRADE � �� - , � -RESILIENT FURRING CHANNELS (ONE SIDE) 1, � . I I -0) LAYERS 5/a' TYPE 'X'G.W.5. I - RE51LIENT FURRING CHANNELS 11 I . � k. - � , , __ I __ __ -METAL STUD WALL (REFER TO UNIT PLANS 1 -1/2' GZZ- FOR DIMEN51ON OF WALLS) � � - — - —1 - � __ — -3* TI-K THERMAP15ER BATTS � I T __ - I - I - � I I I I I I- I.. . � . .............. P4CK FLOOR 4 CLG. INTERSECTIONS �' -_ � - 11 � I - — _____ � I —I 1: .. / � : f__ - � , V _. WITH THERMAIFIBER FIRE6AFING I I 1-=1 I I-_ � � — I I - --- -I � `,� 1: ------I I WIU -, ?; tl- . . ; r . Z��XL I= � 6 � I - - I I I � 4 11 - - — , -= —I I 0-- F 0 6 I 0 1 — *X SHAPED RUNNER M�I ,., - � � . - I I I 11 Ed I r D� , I 1 / � � kn : __ - �z — - I — , 4 - —1 ME I I - 0-- I I _,_­\� FLOOR I Ile - I 0 1: I FLOOR 7 � �� I � -LOOR F I __ . , - -1 . - 11 -,- k_�., 1-1 I 0_������������� I I I . 11 � . I . -I- E> 'OR 5RG- WALL W/ 6"_)'NC��� ITER �' 0__������������� ��� <�> ! & TYFIC4L (2) �40UR RATED AREA &EFAR4TION WALL i (1) �­IOIJR PARTITION AT INACCE5515LE &FACE — T'T'FIGAL ELEVATOR/ C,MU 6TAIR 61-4,417T WALL I ,:� TENANT 6EF.A5&EM5LY � COND ITION ( 5 � �TF4P_REI �C:RAUIJLLT�Crzz AT EXF`AN&ION JOINT ,?� SIC 4 No. U�W4 ,T_F�_ F: 11 RG_ WAL W1 TURED STONE WAINSCOT EXTERIOR WALL AT RA16ED GR,4DE W/51DING e Cl`IIJ 6UBeTITUTE M.R.B. AT F=',ATH� 73 6IJ56TITUTE TYPE 'X'M.R.B.AT 54TH (� 5U56TITIJT;= METAL 5TUD5 FCfR FURRING CHANNELS 9 5U5,5TITUTE M.R.fB. 'a 5ATH � C 2 < _T3 �HR � & 6> �'>CON��ILTI \V NCUL������ 0 . � Prmip-RUAL. �Erc SO4 =61(3t4 No U f -'ROVIDE SOUND 15CLATION - 6EE DETAIL 14/A5.03 IIET4L 5TU,1)6 FOR FRURRIMNI�p C14ANNEI_6� SUBSTITUTE ,&TUD& FOR FURRINGi S <& _SU11,5TITUTE ��������� 'a 1/\ EXTERIOR WALL AT RAieED GRADE W/STONE S C,MU , _ M.R,5. 5AT�4 E =5T 00 5UeSTITUT �J.R.5. AT 5 4TH/Rr Ty ' �XTERI 4LL W/ CULTURED STONE C, 3 OR 5';�'G- W' 1������������ ������ <�@> RAT F �Hk :D C_ ON I T [ON � � <6>������ ����� R UJ . 't� pe� =SIC 4 O�U 304 . C)r I I - A I __�_�N,___�,_ _/�� ,4 � 1 0 S 0 �. C9 0 k a ­1 ei P�l 0 00 0 "' I W CZ — to ­t eq - I Q* a, � I � M '�' � $ M - (A E-0 0i 0. 0i .0 4 U W E-11i ,e� , 10 j! 1* E _," � 1 U � F co 10 = C*4 i 4 , , 0 Z E11111111111 � C> Ir I Cq LU W 3: W 0() u- 0 Z 0 �� -Z W QJ 6 B�) Z Z W I= t-- L .1 CA 0 ) A W .q Q,D,o .4 > Wm LL W (3 < -1 Z Z ,Z (3 �- �- )_� �_ __: -1 I 0 t < wo W ,3 � �- fl� 1,2 W - B i `1 § I 1Z = 9-j-, 1 CHK'D: P.M. .AMY CARPENTER P.A. -TIM WENTZ PROJECT NO.:15-1343-01 I Li 6 i5 " Qi 1,- < I , d) -E- ,� n 11 __ d� 0 - Cf% 0 �-_ " 1-� --C> Ill �, I`__ M < C-4 1:2) "I Tq -7 (3 LLI f,l) = 0 n 0 5: . . Ln ,j) LLI 0� LLJ (n _J E_ > Lu I-- Z < U Z a Y: ff 0 Cn W :3 ,S) W F- .4 (S) 0- > () W 1­- W I W & 0) 5 P 52 m W IL W V -4 021 124 cc Z "I �;: U < t- � I . 0 Ca 0 LL � cl,_ .,� (Y _!� LCJ Z I I I I I I I r-) njrf;a� c 2001, The Martin Architectural Group 9� 0 .1 >� 41 Z; 4� . 0 t- o LL M It rn — �, �� 0 _; �; N 0 0 N 11 U1% N 11 N 0 10 11 12 13 14 *5 16 17 18 19 @ LU ON CHK'D: I P.M. :AMY CARPENTER P.A. :TIM WENTZ PROJECT NO..15- 343-011 < co U1 0 (S) > Ld < (-) Z w V) n (s) W OL (j) w w 0- w v m z 0 c 2001, The Martin Architectural Group I A C A 10 CALL BUTTON CENTERED 3'-6' AF.F, PROVIDE TACTILE SIGNAGE PER CABO/ANSI 111.1 SECTION 4,10.1 AT ALL HO15TWAY ENTRANCE5: - CALL BUTTONS: CENTERED AT 42' A.F.F. - HALL 51(:4NAL: VISIBLE AND AUDIBLE SIGNAL CENTERED AT 12' AF.F. MIN. - FLOOR DESIGNATION SIGNAGE: CENTERED AT 00' AFF. ON BOTH HOISTWAY ENTRANCE JAMBS REFER TO THE ELEVATOR MANUFACTURER'5 SPECIFICATIONS AND DRAWINGS FOR FURTHER INFO. 0 EV4-f=2 FIN ICK 04 N % F_ —71 h i ll(-,Ill I i5 z z T -ON L f___1 CALL 5UTI CENTERED 3' 0 uu ELEVATOR 04 _j % z z ELEVATOR 45 w Ry 0 IQ — it L I r-j- t--i U I Li J 0 111k> 1 _c14 LOCATION OF CUTOUT FOR OIL PIPE 4 ELECTRICAL TO BE DETERMINED BY THE ELEV. SUPERINTENDENT. &CALE- 1/4"=l'-O" '4-v- 1 -�QFA v=mKirjw±1m EV-4-F] &CALE: 1/4"=V-0" .00, 709 X>1 )01 >oi 111 1 1 1 i I _1 -1 h LOCATION OF z - I loll I 71) _SUT�lf- PIT L 1--i w U U ELEVATOR 04 w N. % CALL BUTTON CENTERED 3'-ro' AF.F, -0 P ELEVATOR S -------- z w KX 0 0 LOCATION OF d) m 0 1 STEEL LADDER 1(_11 it TO PIT 4 LIGHT IQ_wI SWITCH IN PIT L I f-j-1 f- _j Ulu 0 .77 X> j '77 7 7 7 7 v 71 :1 liq MEMO 1=101w,1001219 � m 2 NA 6. 0 2) 11 If r - I 11 1(*%l z Z CALL BUTTON L r-j CENTERED 3'-6> u u AJ=r-. ELEVATOR 02 N, z ELEVATOR 03 z m m w w -4 -4 I Irl-hil M I (N 11 IQ_wI L I t-j-1 r - i U I U j----------- CALL BUTTON �11 4'-0' 2' CENTERED 3'-ro' 6-_�/ I tLEAR OPFN'(§ A.F.F, 5._o. 2'-6 ROUGH OP N'G MLM\w Pmq TH IRO LE vwqw=L PLAN -011 EV2-Fl 5CALE. 1/4"= V �EV I - f �& �C_ A L �E'/4 �--- P - �0- Z2 >01 >01 i K�11 ><A XA r-A I h !3 z 7z CALL BUTTON 7 Iw_ it L CENTERED 3'-&' U U ELEVATOR 02 AF.F. ._X. 0 ELEVATOR 03 ri n I I Icq If 4) 0 L IL4—Pl U I U 0 EV2-f=l z w it) CALL BUTTON ID :1 :;. � w CENTERED 3'-ro' tj Flu 0 -1 C14 r — —1 !Irl h I 11 jr�l 11 1 K)l Ii lw_wl I L i U U ELEVATOR 02 ELEVATOR 03 it lw_il I L-1 I­_1_ r—i Li U q p, &CALE: I/4`=V-0" ELEVATOR 02 /3 MA IN LEVEL PLAN E V2 - F1 &CALE: '/4`=1'-0` V-4' MO. 4f X�> -3 r— p � �� 1 -4 I hl LOCATION __7SUMP PIT Z L I­__1 7_j U U w ELEVATOR 42 Emp, -41 CALL BUTTON CENTERED 15 = 0 EVATOR 03 ------- APr-. ELE z p ; -A 2 - 0 b I I <6> LOCATION OF LOCATION OF , It lc� r Z4 CUTOUT FOR STEEL LADDER r- X> OIL PIPE 4 TO PI T 4 LIGHT Iw_ it ELECTRICAL TO SWITCH IN PIT L I I't t­- BE DETERMINED Ulu BY THE ELEV, SUPERINTENDENT ELEVATOR 02/3 LOWER LEVEL PLAN EV2 - F5 5CALE: '/4`=1'-0" 16 17 CALL BUTTON CENTERED '�,LEAROPEN'6 L4 — e_ 70, ROUGH OF N'n rELAVATIOR 01 050OND L.3"Y'RIL PLAN EVI-Fl 5GALE: '/4 1'-0" CALL BUTTON 1 4 CENTERED 3'-ro' EEAR OPEN'6 2'- 0 ROUGH OP w ELEVATOR 01 MAIN LEVEL PLAN EVI-Fl I A(o, LOCATION OF CUTOUT FOR OIL PIPE 4 ELECTRICAL TO BE DETER!"IINED BY THE ELEV� SUPERINTENDENT LOCATION OF STEEL LADDER TO PIT 4 LIGHT SWITCH IN PIT 5SALE- 114 I'-V EMR ------- LOCATION OF ELEVATOR 01 SUMP PIT -1 CALL BUTTON CENTERED "CLROPEN-1*1 ROUGH OPE�'G ELEVATOR #1 - LOWER LEVEL PLAN EVI-F5 5CALE: 1/4'=V-0" 19 1E ID 2, t IT 3 Im, 6391 w Qd),j).q 5: w:x 4 U) -1 LU Aqu Z 3: CHKD: P.M. -AMY CARPENTER P.A. :TIM WENTZ PROJECT No.:15-1343-01 < 01 —I C> Li I-_ co UJI z 0 C> - �o Uj -1 _j > LIJ w 1w 1-4 D 0 W (L w z 0 w w 5 () 0 �: m Q_ � -4 z < E- 0 m 0 tu =- The Martin Architectural Group U4� 0 U_ rn V ED aj 'B'D Ul I MR lu _12 __ j .4i�t TO jiM CHK'D: P.M. -AMY CARPENTER P.A. -TIM WENTZ PROJECT NO.:15-1343-01 Ui < N, w z 0 =3 U-1 Ui < 000 cr_ V) w LU (L w z 4) w LU 5 LU n Z dlalclul r<y z I 10 1 @ 200L The Martin Arebitectur4l Group 0 c 6LOF`E ALL TREADS POP, DRAINAGE TO BOTTOM OF STAIRWELL (TYP EXT STAIR) T- 4 3: I I = 'D — — — — — cl 2 LU Im w- w T x 5LOf=E LANDG 1/47FT TO DRAIN 10TIAIR 03 rEXTERIOR FLN - 5 FL N - 3 w ft z SLOf-E,4LL TREADe, FOR DRAINAGE TO w BOTTOM OF STAIRWELL :1 (TYPO EXT STAIR) ty x -q SLOF`E LAND'G 1/4'/ FT TO DRAIN w 5CALE: 114"=V-0" FLN-3 &CALE.- 1/4"=V-0" STAIR 02 5CALE. 1/4"=V-0" C:LR CLE SPA I- J. — — --------- W DN I'lR UF> lip, 6 roaV 4�-2- STAIR 02 THIRD LVAL. FLN-3 &CALE. 1/4`=V-0" -q FLN - 2 FLN-2 -1 ZP 1E 6GALE: l,/4"=V-0" FLN - I SCAL E: 1/4 V- 0 FLN - 5 6cALE: 1/4"=P-0" 5CALE: 114"=1'-O' FLN - I bud 5CALE; l/4`=V:-0" FLN-5 ID &CAL E '/4 1'- 0 8 C6 4) as 91 z Cl ow,4 A > =w 4) U, w CHK'D: P.M. -AMY CARPENTER P.A. :TIM WENTZ PROJECT N n .15-1343- 01 < < 0 > uj ry w w m C4 z < 0 Z 41 F L N - I 5CALE; 1,14" V- 0' FLN - 3 6CALE: '/4"=1'-0" FLN-2 5CALE, 114" V-0" A 10 11 12 13 14 16 FLN - I 5GALE: l/4"=V-0" FLN - E3 18 &CALE: 1/4"=V-0' A ..... 5- k* T 3: 0 IOU z a w tu CHK'D: P.M. AMY CARPENTER P.A. -TIM WENTZ PROJECT No.:15-1343-01 < < w 0 z 0 Ln w w _j > Ui < oer rK 1 Cf) N, w W ".4 :3 w W _j w P 5: co w w co w z 3: X, 18 C, =2 The Martin Architectural Group I D Ln z 2, .0 W, CHK'D: P.M. -AMY CARPENTER P.A. -TIM WEN TZ PROJECT No.:15-1343-01 < r) W z 0 Uj E- jo 5; bi < z Cr rn W C1 LU 0) > rn w w m w 0 ry z ILI I (Z) 2001, The Martin Architectural Group 1 1/4' DIA. STEEL TOP RAIL 1 1/4' DIA. STEEL POST EQUALLY SPACED (5'-0' MAX. O.C.) 3/4' DIA. STEEL 5ALLUSTER5 AT 4' O.C. MAX. T.o. I :>LAN!�, —.0 I' DIA. STEEL 50TTOM RAIL ip < THIRD LEVEL 0 0 73 SECOND LEVEL 0 O.'a c w MAIN LEVEL w w AI EfDM MEMBRANE ROOF 5Y5TEM on TAPERED RIGID INSULATION BOARD on FIRE RETARDANT PLYWD on METAL DECK'G on &METAL 'C' CHANNEL 6 24' CC w/ BATT INSULATION ATTACH MTL FURRING CHANNELS FERP TO TRU55 0 UNDERSIDE OF 50TTOM CHORD wl (3) LAYERS 5/9' TYPE 'X' GW5 INTERIOR FINISH PROVIDES (1) PR FIRE PROTECTION BASED ON GA FILE No. RC26>01 4 GA LETTER 'f. $LAB ON GRADE CONSTRUCTION EE STRUCTURAL DRAWINGS HANDRAILS THAT ARE NOT CONTINUOUS BETWEEN FLIGHTS SHALL BE EXTENDED HORIZONTALLY A MINIMUM OF 12' AT TOP OF STAIR, AND ll' AT 50TTOM OF STAIR WITH AN ADDITIONAL 12' HORIZ. (TOTAL OF 23' EXTENSION) SLOPED RF/CLG 6 STAIR ASPHALT SHINGLES w/ 150 FELT 4 ICE SHIELD on FIRE RETARDANT PLYWOOD on METAL DECK'G on MTL 'C' CHANNELS 24* OC w/ 5ATT INSULATION 21/2' MTL CHAIN. (MIN 20 GA) ATTACHED PERP TO UNDERSIDE OF 'C' CHANNELS w/ I' LINER PANEL 4 (2) LAYERS 1/2* FIRECODE TYPE "C" GW5 INTERIOR FINISH PROVIDES (2) HIR FIRE PROTECTION BASED ON CA50 REPORT NER-25a tLOTE, PROVIDE TACTILE SIGNAGE AT STAIRS (t OF SIGN TO BE 54' Ar-,F. PROVIDE A SIGN AT EACH FLOOR LANDING, INSIDE STAIRWAY, DESIGNATING THE FLOOR LEVEL ABOVE AND BELOW THE LEVEL OF EXIT DISCHARGE THE T.O. PLANK T.O. SLAB Ah B.O. FTG IDENTIFICATION OF THE STAIRWAY, AND 0 THE AVAILA51LITY OF ROOF ACCESS FROM THAT STAIRWAY. THE SIGN SHALL BE LOCATED APPROX 5 FT ABOVE FLOOR LANDING IN A POSITION WHICH 15 READILY w vi$15LE WHEN THE DOOR$ ARE IN THE 0 OPEN OR CLOSED POSITIONS. PROVIDE HIGH-R CORE FILL INSULATION IN CMU WALL IN STAIR AT EXTERIOR CONDITIONS ONLY, 0 w D 0 w V T7 l��l I PEI I lEl I 1=1 I I I El I M I H1 I 1=1 I 1=1 I I- IM I 1=1 I 1=1 T I 1=1 I 1�1 I E�d I I- 4 '-EEII Mil MHEIIIEEI H -Ell I, w �T I M I IEEi I 1=1 I Ed I I- F ILI lEl :T I [El I IEI I El I El I El I 1=1 I E Ed I El I Ed I El I 1=1 I 1HEI I 1=1 I I I El I Ed I El I IEEI I 1=1 I FEl I E I I El I M I [�E�l I Ml I El I GC TO COORD RAIL LOCATION w/ UNIT WINDOWS (U226 4 U256) WALL OF AREAWAY BEYOND 4 =1 I !`� El I JEE-11 I�j I E�1 I E: 4 FLOOR OF 1=IIIEIIIEIIIElIF AREAWAY IHI 11EI I IEI I IE1 I 1=1 I 1�d I I�l 1�1 I la I E BEYOND 4 1=1 1 IEEI I 11=1 I 1=1 I IEEI I IEEI I IEI I --------- M.4 1 JEEI I EEI I EEI I IEEI I IE1 I I= —I I a I <w < 4v f-- SLOPE TREAD I/a* SLOPE SLOPE FOR DRAINAGE (TYP) I/4'/FT 1/4"/FT _lit I EEI I IHI I IE! I El R 1-=1115115tiMM11 FII El E, fl ji LHf pirl-L, FI II 'I I I= I E��l I m�' EE�11= IEI I lEd 1 MI 1 -1 =1 11E. -El I iEi I E�] I iEl I I= M I IEEi I EEI I M I I= -I I I�El I �=-1 I L=l I 1=-=l I 1EN— '111EIII 11 11 MI I 1=1 I E��! I Mi I ml I Ed I Iz-=1 I I I lEi I E-d I !EI I IHI i I CONNECT DRAIN TO Jill il i 1 FOUNDATION DRAINAGE SYSTEM < Fil - 4 T­ 5TI-502 ISIM STAIR 03 EXTERIOR GUARDRAIL w/ BALUSTERS SPACED 0 4' APART MAX ------------ 3 -------- 14 51DEWALK BY CIVIL ENGINEER W 37 U_ �- 0 w 0 Ill W:3 W ti) z Z IL Z3 Z NOTE - PROVIDE TACTILE SIGNAGE AT STAIRS (t OF SIGN TO SE 54' AFF� PROVIDE A SIGN AT EACH FLOOR LANDING, INSIDE STAIRWAY, DESIGNATING THE FLOOR LEVEL ABOVE AND BELOW THE LEVEL OF EXIT DISCHARGE, THE IDENTIFICATION OF THE STAIRWAY, AND THE AVAILABILITY OF ROOF ACCESS FROM THAT STAIRWAY, THE SIGN SHALL BE LOCATED APFIROX 5 FT ABOVE FLOOR LANDING IN A POSITION WHICH 15 READILY V1915LE WHEN THE DOOR$ ARE IN THE OPEN OR CLOSED POSITIONS. PROVIDE PIGP-R CORE FILL INSULATION IN CMU WALL IN STAIR AT EXTERIOR CONDITIONS ONLY. 191\ T,0. PLAN<lffii11iiiI1­!1j1�1 �0� 0 )a .0 -a.o�'b ac� -a�o -ob- �b 0, 010 ROOF 0 51(ta'o 0 0 To�0-0 0 5A, 0.0 0 01, -b o.o,. 0,o, 1 1/4' DIA. STEEL TOP RAIL WALL MTD. HANDRAIL ' BEYOND (MIN. 34 XX' Al5v, NOSING TYP.) UNIT el 1 1/4' DfA. STEEL SPACED (5'-0' MAX. O.C.) 3/4' DIA.5TEEL BALLU5TER5 AT Z3 4' O.C. MAX. I I 1 11 11 L U LLLLL 11 1111111 1 THIRD LEVEL --------------------------- ---------------- C) 0 0 cq 1" DIA. STEEL BOTTOM RAIL SECOND LEVEL X� Lo w MAIN LEVEL 7p'o -0 a I 7- ILI to LOWER LEVEL ILI 5NN As El ITYf ONSTRUCTION ZADE C $LAB ON GR 1-5EE STRUCTURAL DRAWINGS HANDRAILS THAT ARE NOT CONTINUOUS BETWEEN FLIGHTS SHALL BE EXTENDED HORIZONTALLY A MINIMUM OF 12' AT TOP OF STAIR, AND 11' AT BOTTOM OF STAIR WITH AN ADDITIONAL 12' HORIZ. (TOTAL OF 23"EXTENSION) UNIT 51 +1 I'D w /"-a eq UNIT si 0 r- b C�,i� -I I E rL- . rr==111-1 :: r� =11.. -li=l r= 1E I B 00 c ZD iz eq z Q IS 6LU jo� A ID,, z 0 iw� a CHK'D: P.M. -AMY CARPENTER P.A. :TIM WENTZ PROJECT No.:15-1343-01 uj < < z Z 0 Z W y- > w U�) > 0- V < 15 Fir 0 z 060 cf) > W 0 > ju :z -J w �D ul CD v im w z < C5 ry Iz z 41 0 LL. IN C3 5T I I N�19 "O""R �5C A �LE V �-O eTj L E V �-O 50 A 10 11 12 13 14 *5 16 17 18 19 E c T,O, PLAN< ROOF ".'0 0 0- 0 .'a� '41 q :3 (3 w SECOND LEVEL �10 �00 - �0_ w w MAIN LEVEL -'0 0 0 .'a' ul LOWER LEVEL 1 1/41 DIA. STEEL TOP RAIL 1 1/4' DIA. STEEL POST EaUALLY 6PACED (5'-04 MAX. OC,) 3/4' DIA.5TEEL BALUSTERS AT 4' 0,C. MAX. I" DIA.STEEL 50TTOM RAIL EPQM MEMBRANE ROOF 6Y5TEM TAPERED RIGID INSULATION BOARD FIRE RETARDANT PLYUJO METAL DEC<G on 6>' METAL 'C* CHANNEL 24' CC wl BATT INSULATION ATTACH MTL PURRING CHANNELS FERP TO TiRUS50 UNDERSIDE OF BOTTOM CHORD W/ (3) LAYER$ %' TYPE 'X' GWB INTERIOR FINISH PROVIDES (1) HR FIRE PROTECTION BASED ON GA FILE No. RC2601 4 GA LETTER 5LOPED RF/CLG 5TAIR A6PHALTSHINGLES w/ 150 FELT 4 ICE SHIELD on FIRE RETARDANT PLYWOOD on METAL DEC<'G on MTL 'C' CHANNELS 6 24' OC w/ BATT INSULATION 21/2' MTL -C-H' CHAN. (MIN 20 GA) ATTACHED PERP TO UNDERSIDE OF 'C' CHANNELS w/ I' LINER PANEL 4 (2) LAYERS FIRECODE TYPE 'C" GW5 INTERIOR FINISH PROVIDES (2) HR FIRE PROTECTION BASED ON CA50 REPORT NER-255 W w(s) eh— _�TYP. SLABON �GR!A�D�E CONSTRUCTION 2TRUCTUZ f -YSE�ESTRUCTURAL DRAWINGS BETWEEN FLIGHTS $HALL BE EXTENDED HANDRAIL$ THAT ARE NOT CONTINUOUS HORIZONTALLY A MINIMUM OF 12' AT TOP OF STAIR, AND 11' AT BOTTOM OF STAIR WITH AN ADDITIONAL 12' HORIZ. (TOTAL OF 23' EXTENSION) =Car I ON— 0 STA I R #4 17A NMI10" NOTE: PROVIDE TACTILE SIGNAGE AT STAIRS �t OF SIGN TO BE 54'Ar-F. PROVIDE A SIGN AT EACH FLOOR LANDING, IN -SIDE STAIRWAY, DESIGNATING THE FLOOR LEVEL A50VE AND BELOW THE LEVEL OF EXIT DISCHARGE, THE IDENTIFICATION OF THE STAIRWAY, AND THE AVAILABILITY OF ROOF ACCESS FROM THAT STAIRWAY. THE SIGN SHALL BE LOCATED APPROX 5 FT A50VE FLOOR LANDING IN A P051TION WHICH 15 READILY V1515LE WHEN THE DOORS ARE IN THE OPEN OR CL05ED POSITIONS. PROVIDE HIGH-R CORE FILL INSULATION IN CMU WALL IN STAIR AT EXTERIOR CONDITIONS ONLY. OROVIDE TACTILE SIGNAGE AT STAIRS t OF SIGN TO 5E 54' AFF. =RCVfDE A SIGN AT EACH FLOOR -ANDING, INSIDE6TAIRWAY, DESIGNATING THE FLOOR LEVEL A50VE AND BELOW THE LEVEL OF EXIT DISCHARGE, THE IDENTIFICATION OF THE STAIRWAY, AND THE AVAILA51LITY OF ROOF ACCESS FROM THAT 5TA[IRWAY. THE SIGN SHALL BE �-OCATED APPROX 5 FT A50VE FLOOR -ANDING IN A POSITION WHICH 16 READILY V151BLE WHEN THE DOORS ARE IN THE C CIE C> C4 "u a z _=3T 6 TZ , � i= "u) qnu:i _jw-4 0 0),f> < > 'w "D W� z CHKD: I p,M. -AMY CARPENTER -TIM WENTZ P.A. . PROJECT No.:15-1343-01 < C> < z Z Z > 0 W w (n > < L.Li Q ao ry cl) lu > W 0 w Z I W p 5-: cn uj cn W z < _q U- ry C4 A 0 11 12 5T-4-50E� N &CALE: 5T3 - 50-4 5CALE: F; N N L-11 ew T.O. PLANK Is ROOF I ECOND LEVEL MAIN LEVEL LOWER LEVEL :3 (3 LIJ NOTE: PROVIDE TACTILE SIGNAGE AT STAIRS It OF SIGN TO BE 54' AFF. PROVIDE A SIGN AT EACH FLOOR LANDING, IN61DE STAIRWAY, DESIGNATING THE FLOOR LEVEL ABOVE AND BELOW THE LEVEL OF EXIT DISCHARGE, THE IDENTIFICATION OF THE STAIRWAY, AND THE AVAILABILITY OF ROOF ACCE-55 FROM THAT STAIRWAY. THE SIGN SHALL BE LOCATED APPROX 5 FT A50VE FLOOR LANDING IN A FOC71TION WHICH 16 READILY VISIBLE WHEN THE DOORS, ARE IN THE OPEN OR CLO5ED POSITIONS. PROVIDE HIGH-R CORE FILL INSULATION IN CMU LUALL IN STAIR AT EXTERIOR CONDITIONS ONLY. /1) Lj= �__ D ROOF/r-EILING RUCTION AT 5TAIR '.C:TION IlAro.Oa SO 2 HIR FIRE MWTECTION CABO REFORT MR-25S -1 4 NOTE: PROVIDE TACTILE 5IGNAGE AT STAIRS (t OF SIGN TO BE 54' AFF. PROVIDE A 5IGN AT EACH FLOOR LANDING, IN51DE 5TAIRWAY, DE5IGNATING THE FLOOR LEVEL A50VE AND 5ELOW THE LEVEL OF EXIT DISCHARGE, THE IDENTIFICATION OF THE 5TAIRLUAY,AND THE AVAILA51LITY OF ROOF ACCE65 FROM THAT &TAIRWAY. THE 6IGN 6HALL 5E LOCATED Af=f=ROX F2 FT A50VE FLOOR LANDING IN A f=051TION WHIGH 16 READILY V1515LE LUHEN THE DOOR5 ARE IN THE Of=>EN OR CL05ED PCSITION5. TYf=. (1) I­4R ROOf:/r_LG CON15T. -6EE 5ECTION 1/44,02 al NIL-- F _W_ r Tq 9waaQ 0 N 1 9: a Go WN D j IR I A w2m, 17 ul w ILI tzill Q'Q dw.q _001 > u3j: ow t CHK'D: I P.M. -AMY CARPENTER P.A. -TIM WENTZ PROJECT Na.15-1343-01 - C14 < C� < CIO z 0 w 0 0 Z W — V) T_ (L T U, _j > Uj re 0 t-- z < w co w (L 0 w Z w _j W w w m w z C5 <Ic'lu T z m ". P-O IT el" A— P��'A 0 41 41 <j 4J 01 0 11 12 13 � AE F-9 I Owl &CALE. 3/a`=V-0` w @ 200L The Martin Architectural Group A I I mwimm DOOR $;:fRAr*1m_ SCHREDIL4WO DOOR FRAME TYPE" WIDTH I HEIGHT I THIC<- NES6 I MAT'L I TYPE 1PROFILE-4 I MIJATr'L. DETAIL - WALL I WALL I LA5EL �EAD I JAMB ITHRE51-1.1 I H'DWR I I SIGN REMARI<5 TYPE RATING SET # I I I C4 31-00 -11-04 1-3/4" IHM I PM 5 13 HR. - E G 15 3 32 4 15 11 35 35 14 4 13 13 IIAIA 11 15 ]I/IIA 14 11/11A 14 14 11: 'V11:!IA Is/nA 11/11A 14 11/11A II 11 31/31A 141 14 I'l 11/11A la 3a 43 20 20/20A 113 34 33 W/ PANIC, HARDWARE C4 31-0. r I -a. 1-3/4" PM I PM 19> 2 PIZ 1 1/2 HR D D C5 61-0. -I.-OR 1-3/4' Ipm 2 PM 5 3 HR. - E G W1 PANIC HARDWARE C5 51-41' r I 0 _av 1-3/4' PM 2 PM 4 1 PR 45 MIN. C C SMOKE STOP DOORS W/ PANIC HARDWARE4 HOLD OPEN C:5 &,-o. .11-0. 1-3/4" IHM 2 - HM A - - H H UJ/ PANIC HARDWARE C4 3,-Og 6>1-61 1-3/4" HM I - HM ro 2 HR 1 1/2 HR D 0 C4 1-3/4" HM I - HM 2 HR 1 1/2 HR D D - MECHANICAL ROOM C5 1-3/4' IHM 2 - 1_4M (o 2 HR 1 1/2 HR. D D - 7RA5H ROOM ADD 2 <ICK PLA7E$ C, 5 rol-01 ro I -a, 1-3/4" HM 2 - HM ro 2 Hf;z:-, 1 1/2 Hf;;-> D D - MAINTENANCE C 1 31-0. &.-a. 1-3/all HM I - HM I - - A A - OFFICE 1 C5 19>1-0. -11-00 1-3/4" IHM 2 - HM A - - H H - FIRE PUMP C 1 3.-0. r I 0 -a. 1-3/all HM I - HM 5 3 HR. - E F - WOMEN'& ROOM CI 3.-0. r I 0 -a. 1-3/all HM I - HM 5 3 HR. - - E F MEN'& ROOM C4 31-0" &,-a, 1-3/4" HM I - ro 12 HR 1 1/2 HR D D - LINEN STORAGE C, 4 31-0" 11-01 1-3/4" HM I - HM a 2 HR- 1 1/2 Hf;>- E F - EMR 1-3/4" HM I - HM 4 1 HI;p_ 45 MIN. r_ C, - JANITOR CLOSET FU515LE LIN< E) LOUVE C 3.-0. 9>.-al 1-3/4" HM I - HM 4 1 HR 45 MIN C C - EMPLOYEE LOUNGE C 1-3/4" HM I - HM 4 1 HR 45 HR C r_ - LAUNDRY C 3t-&l r I 0-as 1-3/all HM I - HM I - - A A - 31-0. r � 0 -a. 1-3/4" HM I - HM 4 1 HR 45 MIN C C - CLEAN LAUNDRY C4 2--ro' r o-s. HM I - HM I - - A A - C 31-V r I 0-0. HM I - HM I - A A - C4 31-00 r � 0 _a* - 1-3/v HM I - HM I - A A - LIOUOR STORAGE C, 4 .31-00 r I 0-51 1-3/all HM I - HM I - A A - LINEN STORAGE C4 31-op r I 0-59 1-3/4" HM I - HM ro 2 1 1/2 H f;Z_ D D - <ITCHEN STORAGE I I I C1 3.-0. -,a 1-3/1s" HM I - HM I - - A A - - OFFICE C 31-01 rol-al 1-3/4" HM I - HM 6 2 HR 1 1/2 Hf;;_> D D - <ITCHEN a3 31-0" 0-51 1-3/4" 5C, I - HM ro 2 HR 1 1/2 HR D - ADD KICK A MOP PLATES 53 31-off 61-am 1-3/4" 6C. I HM ro 2 HR 1 1/2 HR D - ADD <ICK 4 MOP PLATES 5 0-01 r 0 _V r 1-3/4' HM 2 HM ro 2 HR, 1 1/2 HR D D HOUSE<EEPING C4 31-09 1-3/a, HM I Hm I A A LAUNDRY CI 31-0. &.-ag 1-3/a" HM I HM I A A OFFICE 5 1-3/&" HC I HM 5 3 Hp, - E F POWDER ROOM 5 31-OU r 1 0-0. 1-3/4" 6C I - HM 4 1 HR 45 MIN r_ C PRIVATE DUTY LOUNGE 5 31-0. 0 -a. r 1-3/a, HC I - HM I - - A A - B2 &'-Og &'-a" 1-3/4" 6C 2 - HM 4 1 HR 45 MIN. C, C, - CLUF5 ROOM W1 100* HINGES B"I ig"_O. &,-am 1-3/all PC - - HM I - - - fz>OC:<ET DOORS 5 31-01 61-01 1-3/all H C 1 - HM I A A - 5 B.-OR 61-45" 1-3/4" &C, I HM 4 1HR 45MIN, C C STORAGE B"I 2'-0- &.-&. 1-3/all H C, - HM I - - A SINGLE POC<ET C5 5'-4- r . -a. 1-3/4" 5a 2 HM 4 1 HR. 20 MIN. C C, SMOKE STOP DOORS IIJ/ HOLD OPEN DEVICE 4 PANIC HARDWARE Bro 0-0. r 0 _a# r 1-3/4" 5C 2 HM 4 1 HR. 20 MIN. C a SMOKE STOP DOORS UJ/ HOLD OPEN DEVICE 4 PANIC HARDWARE (o'-O' -V-0' 1-3/4" SIR W/PANIC HARDWARE A3 -V -11-00 2 HM 5 E 313 23 3 ro 25 A2 0-09 0 -00 r 1-3/4" SIR 2 HM 4 1 HR 45 MIN a C DINING ROOM W1 45 MIN. FIRE GLASS A3 &1-04 -11-0. 1-3/4" 5R 2 HM 5 - - E G 5 0 _09 1- 3/4" 1 ec, I HM 4 ]HR 45MIN. C C 5ro 5'-41 -0. 1-3/4' 6c, 2 HM 4 1 HR 20 MIN A A SMOKE STOP DOORS W1 HOLD OPEN DEVICE i PANIC HARDWARE =B -0. 1-3/4' HM I HM 2 HR 11 1/2,, HR I E I F EMIR SMOKE STOP DOORS W/ HOLD OPEIN , 0-9 Em i L -no I Em- m_ =-- ME W.V. ME I M. 0M. r. =_ P. M_ E I W. F E 0.1. "01.. W, sms. 0. 1 - WIA a X MA- 9 Em— I—=— � m__ P.�� m SM E MEN'S ROOM WOMEN'S ROOM MEDIA ROOM MEDIA ROOM POWDER ROOM 5AR5ER/5EAUTY I POWDER ROOM I OFFICE PHYSICIAN EXAM EXAM BANK TENANT STORAGE TENANT STORAGE ELECTRIC, ROOM I PRIVATE DINING I Im I SINGLE POC<ET I SMOKE STOP DOORS U)/ HOLD OPENJ DEVICE-4-PANIC HARDWARE W/PANIC HARDWARE SMOKE STOP DOORS UJ/ HOLD OPEN I I DEVICE 4 PANIC HARDWARE 5 1 SMOKE STOP DOORS W1 HOLD OPEN I I DEVICE 4 PANIC HARDWARE 111 SMOKE STOP DOORS W/ HOLD OPEN I I DEVICE 4 PANIC HARDWARE 111 z nf= Al DOOR MATERIAL <EY: HM = HOLLOW METAL IHM = INSULATED HOLLOW MET,4L AL = ALUMINUM 5C = 50LID CORE WOOD HC = HOLLOW CORE WOOD SIR = STILE AND RAIL DOOR MATERIAL <EY- HM HOLLOW METAL IHM INSULATED HOLLOW METAL AL ALUMINUM 5C. SOL [D CORE WOOD HC HOLLOW CORE WOOD SIR STILE AND RAIL D mm 0 cq z C> N w 's Imu 0 _W46 Kiw ,4 -X� Z�_ 'D: p,M. -AMY CARPENTER P.A. :TIM WENTZ PROJECT Nn15-1343-01 6- 9- 23 < Ln 7 Cp < Cq LLI :3 d) (D �5) W 13) w v , _j > (3 Z < z Cn W ul > w z t w s) -5 z Ly _wj 0 w w LU a It m w ILL J, 0 11 12 13 1 4 45 16 17 18 19 Thpa � c 2001, The Martin Architectural Group I A I I I I t-4 d- - m_ I DOOR FRAME TYPE WIDTH HEIGHT THIC<- NE65 MAT'L j TYFE FROFILE MAT'L. I DETAIL WALL I WALL I LAIIEL �EAD I JAMB TYf=E RATINC= m4w HT)WE I ISIGN SET 0 DOOR MATERIAL KE"r- HM HOLLOW METAL IHM IN6ULATED HOLLOW METAL AL ALUMINUM 5C 50LID CORE WOOD HC HOLLOW CORE WOOD 5R STILE AND RAIL REMAR<6 SMOKE W/ DEVICE 4 PANIC WARDWARE SMOKE P W1 L DEVICE PANIC WARD SMOKE &TOP DOORS W/ WOLD OPEN DEVICE 4 PANIC WARDWARE SMOKE STOP DOORS W1 HOLD OPEN oEvICE 4 PANIC I4Af;nWARE I ROOF ACCESS DOOR ROOF=Ar_r_F=,sS DOOR DOOR MATERIAL <EY- HM = HOLLOW METAL IHM = INSULATED HOLLOW METAL AL = ALUMINUM 5C, = 50LID CORE WOOD HC = HOLLOW CORE WOOD SIR = STILE AND RAIL I onto EM C> m Mv 00 is Ir m 11�lw z w 'S 9 (a 21 Z. > C H K'D: P.M. -AMY CARPENTER P.A. -TIM WENTZ PROJECT NO.:15-1343-01 LjJ Lij < 0 W _j < z w > w :3 LU j) Z w w w m (L _q W 0 11 12 13 14 *5 16 17 1 mm 1 1 2001, The Martin Architectural 2=j ,P z 02 LU w C H K'D: P.M. AMY CARPENTER P.A. -TIM WENTZ PROJECT No.:15-1343-01 n N LU > C) LU w fy _j < Li z (3 U Z Cn LU > w LU LU (L > w Z w j) -5 z w w c� (a L11 w w C) ff LL c 2001, The Martin Architectural Group LA N N N N N C) PLANK PORTE �)CHERE T�O. SLAB 0 LWR LVL dr ELMVATION 30 CPNCRETE 3.1 CONCRETE FOUNDATION WALL 3.2 CONTINUOUS CONCRETE FOOTING 40 MASONR—Y 4.1 'CULTURED STONE' VENEER 4.2 'CULTURED STONE' WATER TABLE I SILL 4.3 'CULTURED STONE' TRIM STONE 4A 'CULTURED STONE' KEYSTONE 4.5 'CULTURED STONE' CAPSTONE 4.6 $LATE COPING 50 METAL 5J ALUMINUM LATTICE (I2'xI2'GRfD) 5.2 ALUMINUM RAILING SYSTEM 5.3 METAL COPING MECH. DUrSS --�=N,12E'D WHITE METAL GRAVEL STOP f_-R; F 6-0 !920_D$ AND PLASTICS 6.1 Ix6 WOOD FASCIA w/ ALUM WRAP 62 Ix8 WOOD RAKE w/ ALUM WRAP ro 3 'FYPON* CROWN FASCIA MOLD. #0$2200 6.4 'FYPON* WINDSOR WINDOW HEAD 6 _rl 'PYPON' BUCKINGHAM WINDOW HEAD 610 *FYPON' EYEBROW WINDOW HEAD w/ KEY 6,71 'FYPON* CARDINAL ENTRANCE SYSTEM 6,5 'FYPON* WINDOW SILL 0 al-1801 6,1B 'FYPON' LOUVER P 662025 *5 C T 00 E )0 P A*5 C T 0 0 z F m 6.11 FY AL TE I e43 I 6J2 'FYPON' NEWEL POST 0 5041001504200 6.13 'FYPON' POST CAP 1* 131600 6.14 'FYPON' TOP RAIL 0 124000 6J5 'FYPON' BOTTOM RAIL P 124100 6.11 15' DIA. FIBERGLASS COLUMN 6.16 2 x 2 TRELLIS STRIPS (0-113 2 x 6 TRELLIS JOISTS (DOUBLED) 620 2 x 10 TRELLIS BEAM (DOUBLED) 6.21 'FYPON' PLAIN SEGMENT WINDOW HEAD 2 '!,6. 2 3 FYPON SIGN BOARD (OR EQ.) DOUBLE FACED 624 �FYPON 1205�00 NOSE 4 COVE MOLDING MOISTURE 10 P OT 1-0 t AL d MQISTURE P T T F IJ DIMENSIONAL ASPHALT SHINGLES 12 CONCEALED ALUM FLASHING "13 'CEMPLANK' HORIZ SIDING - 4* EXPOSURE COLOR *1 1A 'CEMPLANK' HORIZ SIDING - ro' EXPOSURE COLOR *2 1.5 'CEMPLANK' Ixa TRIM 1.6 'CEMPLANK' Ix6 TRIM 1.1 'CEMPLANK' Ix4 TRIM 1.6 'CEMPLANK*PANEL 1.15 'CEMPLANK' 1/2x TRIM 1J0 'CEMPLANK' 1/2x TRIM IJI PORTLAND CEMENT BASED PLASTER 1.12 'CEMPLANK* IxI0 TRIM SCALE, 'zV=V-0" ���'FYPON' POST CAP 'FYPON* NEWEL POST - SEE STRUCT DWGS 4 MANUP. INSTRUCTIONS FOR FASTENING REQ'S c `FYPON* TOP RAIL *FYf=,ON' BALUSTER TYP. ROOF CONSt 6 PORT9 COCWERE 51TUMEN ROOF SYSTEM -TAPERED INSULATION W1 MIN I" is DRAJN -PRECAST CONC. PLANK -LIGHT GAUGE STEEL FRAMING 6 24'O.C. I-MODIFIED 4A -1/21 DENS-DECKSHEATWING SLOPE 1B.0 -SPRAY APPLIED TEXTURED FINISH 114'112' < — 'FYPON' BOTTOM RAIL v CAULK JOINTS (TYP.) TYP. ARCH TRIM CONST. 0 PORTE COCWERE - Ix5 'CEMPLANK' TRIM BOARD ON BLOCKING SLOPE TOP FOR DRAINAGE - IxS 'CEMPLANK' TRIM BOARD BELOW -'CEMPLANK' PANEL -LIGHT GAUGE STEEL FRAMING AT IV O.C. MAX SPRAY APPLIED TEXTURED FINISH ON 1/2' ALL 'CEMPLANK' TO BE DENS -DECK SHEATHING ON LIGHT GAUGE INSTALLED AND FINISHED STEEL FRAMING AS PER MANUF. SPECS. (TYP.) A R C: W T"R' I M AT E C 0 C W F. R; " Em DTL - 10"=� &GAL E 1/2 1'- 0 MULTIPLE -PLY MEMBRANE STRIPPING FASTENERS AT 3' O.C. STAGGERED MULTIPLE -PLY ROOF MEMBRANE PRE -FINISHED WHITE METAL 'GRAVEL STOP* SET IN ROOF CEMENT. PRIME FLANGE BEFORE STRIPPING EXTEND ONE PLY OR A SEPERATE MEMBRANE SHEET TO BELOW BLOCKING BLOCKNG - AS NEEDED CONTINUOUS CLEAT FASTENED AT C-.,' O.C. CAULK JOINT (TYP.) I x a 'CEMPLAN<* TRIM BOARD 'CEMPLANK' PANEL ON 1 5/6' METAL STUDS AT 16' O.C. MIN, 3 1/2' METAL STUD$ AT IC2' O.C. MIN, I x 6 'CEMPLANK' TRIM ON 'CEMPLANK' BLOCKING AS NEEDED. TAPER TOP EDGE FOR DRAINAGE. CAULK ALL JOINT$ (TYP.) ALL *CEMPLANK' TO BE INSTALLED AND FINISHED AS PER MANUFACTURER'S SPECIFICATIONS (TYP.) 5C,4LE. 1 1/2"=V-0" 'CULTURED STONE* WALL CAP W1 DRIP EDGE$ 'CULTURED STONE' VENEER ON BLOG. WRAP UJ/ MEMBRANE ON C.M.U. PIER (SEE STRUCT DWGS) TYP. TYL. ROOF CONST. * EORTE COCWERE -MODIFIED BITUMEN ROOF SYSTEM -TAPERED INSULATION W/ MIN V im DRAIN -PRECAST CONC. PLANK -LIGHT GAUGE STEEL FRAMING 0 24' O.C­ 4A -1/2' DENS -DECK S14EATWING -SPRAY APPLIED TEXTURED FINISH Im ------ CANT STRIP AS REOV (SEE DETAIL 26,/A501) LAf* BUILDING WRAPDOWN OVER ROOF SYSTEM (TYP.) PRE-FINISWED W141TE METAL GRAVEL STOP SLOPE TOWARD CENTER OF: PORTE COCHERE TYa. ARCH TRIM AT PORTE C2C-WERE SEE DETAIL 4/ASO] 1/2' DENS -DECK SHEATHING ON LIGHT GAUGE STEEL INFILL FRAMING AT 24* O.C. A CAULK JOINT (TYP.) FER AT FOR5010F. COCWERIWE-m- DTL - 10.4 5GAL E 1/2 V- 0 ROOF CON5TRUtTION AT -ASPHALT SHINGLES ON 15*5LDG. FELT -ICE SHIELD - EXTEND 24' FROM EAVE -1/2'NOMINAL EXTERIOR GRADE FIRE RETARDANT PLYWOOD -PERFORATED METAL DECK (SEE STRUCT) -LIGHT GAUGE METAL STUD TRUSSES AT 24' O.C. (SEE STRUCT) -R-30 (MIN) 5ATT INSULATION -112' RESILIENT CHANNELS AT Iro' O.C. PERP. TO TRUSSES -(3) LAYERS 5/a" TYPE 'X'GW5 SCREW ATTACHED AS PER GA FILE NO. RC2601 PROVIDES I HOUR RATING FOR ROOF TRU&aEd AS PER GA FILE NO R=roOl ICBO-E5 EVAL. REPORT 16>32 AND,GA LETTER T.O. PLANK, J-0 -0 0 0.. ,,0,0,0 6 SECOND LVL 25 A501 %U6PENDED DRYWALL CEILING W/ G.W.5 F --------- F-1 I FLOOR /CLG. CONST. I TYP. (2) H IIN ACCORDANCE W1 U.L. TEST OJB14 -5EE SECTION I/A402 INACCE6615LE z SPACE TRANSLUCENT (FROSTED) GLASS Li Li T.O. P LANJ 0 -0� 0 0 0,61�Vo 0-0 0,54 o - b 0, &o, o - b 0 c�-, 0, O� T.C. 5LA5 r.L ------------ Ll 5.0. FTG I j SLOPE X FT MIN r--------- - L a, 0- 0 0 01 ,O� 0- 6 T.O. PLANK 6 MAIN LVL -SUSPENDED GW5 CILG W1 G.W.5 -15'-01 AFF T.O. SLA5 BO. FTG r-Af - SEE_j PLUM5ING I Mrx$ . LOCATE mffL Ti. AeOVE ROOF GUWACE 114*A-O' 114'A-O' 10 _N, 171 -------------- ------------------ "V- 1 114' EQ. EQ, EQ. -11-1 1/4" HAND FLN - I ISCALE. 1/,5"=V-0" E "Al va$ 115ULE L 1 11 9 4 x 4a* HOUS TRAP Ox PIT W 5TL BOX FLR ATE L 5) ZD7 Ia5A A 24- x 24' CMU, PIER - SEE STRUCT. DWSS PLANTER POTS - SEE LA DWGS 0 0 1 C1 z z U_ ul w �> > DROP-OFF DRIVEWAY REFER TO LANDSCAPE 4 SITE DWS's FOR GRADING 4 PAVING INFORMATION G.C. TO COORDINATE x 3ro'C.M.U. LOCATION OF PIER$ WITH PIER - SEE ISLAND LOCATION STRUCT. DWGS El ----- --- -- ------------ ---------- yoo� HAND 4. 0 00 2 co f! 04 Cq rTl 91, o k) 3: C H K'D: P.M. -AMY CARPENTER P.A. -TIM WENTZ PROJECT No.:15-1343-01 < bi N, < r Z F- Z ul :3 to -5 0 r4 E- CL 0 z jo < z cr- -1 - 0 Cn rn III > w W :3 (j) w Z F- W s) W ff > LU w w co P9 3: to < U_ z A &CALE, :00/ 10 11 12 QT4Vj , zbb.-A w a C_ - :B 5CALE; -SEE ING 6 PORTE COCHrmferm FOL.-A.N. �i , "I, Iii f=LN - I 17 18 5CALE: '14"=V-0" 1A Dc 2001, The Martin Architectural Group tv AO V in z C> w ff t � 2.0 z 1z Uj w 0050-4 w a Lou CHK'D: P.M. -AMY CARPENTER P.A. TIM WENTZ PROJECT No.:15-1343-01 < C> < Z 0 :3 Li 10 5; < z U Lij w CL w q) > z E� ry c 2001, The Martin Architectural Group G I A V_A mi - -0 w fill U­ 0 > w � CHK'D: P.M. AMY CARPENTER P.A. -TIM WENTZ PROJECT No.:15-1343-01 Ui �_ i 15 < Ui < z 0 w 0 LLI E_ _j 0 > Ui < Z C) (n w w m (n z 4000. (?) 2001, The Martin Architectural Group 0 LA Aj 0 I C -A T *4rP UNIT CEILING FINISH Room LWR LVL FLR's i-B LlvING RM cawe IBI-01, 5EDRM(s) Gw5 el-o" $PRAY AM -LED jgnMg FNI,%4 GU)B 6 lbl-o" SPRAY Af"LISD TRnM FNIOW I EN clu)56 el-oll Of -RAY Af-pLw rft4ft F'OLUDER GU)B 6 $1-01 _19��WRE ...... Gu)e 6 V-01 FOYER/H �XTEND DROPP D ruj5 GwB N, (TYP UNO) CLG 6 T-4- 61-00 0 + UNITS 52, DI (TYFl UNO) 4 02 ONLY w GLU5 5 (L (3 (TYP UNO) L EQ EQ T=Q ;ZQ EQ UNFINISHED OrMILING 6 or'7­'_Pm�, Ulmovilm 1<14rCHWOWN 4 SPATH _m=r_=m I k.W =L_=�_ I L"V/I% INFORMATION -REFER TO 5FRINKLER Dtlr_z's FOR ALL FIRE FROTECTION INFORMATION -REFER TO MECHANIr_AL DUrz's FOP, ALL REG16TER LOCATION5 -FROVIDE CROWN MOULDING IN UNIT LIVING, DINING, DEN 4 BEDRM's "A mm C Z) J ENO I "o 14 It_ z H z- z �5'5 Mw >: w C H K'D: P.M. -AMY CARPENTER P.A. -TIM WENTZ PROJECT NO.:15-1343-01 LLJ L�j 6 Z Tw > Li (3 < E- u z _j 6 Cf) W 5 (V w U7 w z T III z ul (Y- w w 0 -4 (a C� uj u- z It 5 Y U-5-CLCz 5c_ALE_- 1141=1'-ol LOWER LEVEL REFL501MED OWS PLAN FLN-B 6CALF: NT5 10 12 13 14 5 16 17 18 mm gre;a;d 2001, The Martin Architectural Group I Go co 0 W AO 0 z 9 w w Uj CHK'D: P.M. -AMY CARPENTER P,A. -TIM WENTZ PROJECT NO.:15-1343-01 C> z ,Q) �D 0 F,� LLI (S) LLI L-Li __j > LIJ (3 z < z w Liu w w -4 > CA 0 w z w (1) z W -j LLI w w m z < lgi A IT I P-1 oxi -91 � @ 2001, The Martin Architectural Group A 0 0 0 0 0 0 0 0 q,6 Sum 6 6 TYPE PD HA-2 jt� WTY- Ds / �A.l 00 a a 0 Mo I I I MAIN LEVEL REFLECTED CLO PLAN FLN - I &CALEE: NT5 T*rp UNIT CEILING FINISH Room LUJR LVL FLR`s I-B LIVING RM GLUB Q IBI-01 SP"Y APPLIED r1l, BEDRM(s) GLIJ5 0 IBI-01 DINING GW5 a el-ol DEN GwiB 0 IBI-01 TEXTURS FrNlsw POWDER GW5 Q V-0* GW5 6 V-V FOYEWHALL I GW5 6 V-0* C-;U)5 0 V-n'l % ---------------------------- EXTEND GLUB 01-0. DROFFIED GLU5 GU)5 (TYf- UNO) CLG -a 61-0. (3 w — CENTER UNITS 52, DI (TYP UNO) LIGHT ON 4 D2 ONLY (3 w VAN GW15 fL (3 E] (TYf=z' UNO) CHASE L EQ EQ Ea e_ Ea EO 710, EQ �1— UNFINISHED �03 I �Ll kv�JG TY P�U �Nl T�K I �TC �Hm- �&Nl �4s �AT �H U-5-CLG 5CALE. 1/4"=P-O" FAI NOTE: THI5 DRALUING 16 FOR GENERAL INFORMATION ONLY -REFER TO INTERIOR DU)G's FOR ALL COMMON $PACE AND CORRIDOR CEILING HEISHT5, MAT'L5 I TRIM -REFER TO ELECTRICAL DU*'s FOR ALL LIGHTING INFORMATION -REFER TO 5f=RIN<LER DU)G's FOR ALL FIRE PROTECTION INFORMATION -REFER TO MECHANICAL DUr-a's FOR ALL REG15T;:R LOCATION5 -PROVIDE CROUN MOULDING IN UNIT LIVING, DINING, DEN 4 5 E D RM's I D co 0� eq cq z 0 N � Ho ,Z, Cl W 6 w z CHK'D: P.M. :AMY CARPENTER P.A. :TIM WENTZ PROJECT No.:15-1343-01 < 0 Lu LLI :3 �1) �o w V E- > Lli z z w >. w w z w 0 CA > LLI W (j) z w _j L11 w w ca� c�� —TujL—L-, o! 4. 0 4 4� 0 U. fn LA 10 11 12 13 14 +5 16 17 18 19 EXIT 01 STAIR TOTAL OC-C� LOADs(RES/OTHER)x52/1 REOV UJIDTH*(2.5 UNITS)w56' PROVIDED W10THx&0" EXIT 01 DOOR TOTAL OCC. LOADv(RES/OTHER)%52/1i2 REQ'D WI0TWm(2 UNITS)*44' PROvIDED UJIDTH-44' I jo 3 HOUR FIRE RATED PARTITION 2 HOUR FIRE RATED PARTITION I HOUR FIRE RATED PARTITION EXIT SIGN FIRE EXTINGUISHER F.E. FIRE EXTINGUISHER CA51NET F.E. SEMI - RECESSED -SMOKE DETECTOR ��Mmm�� Imm ljjc�A �ITTT WIN idilbN OCCUf!ANry CeLASSIFICATION: USE GROUP.- 53 W1 ACCESSORY USES FULLY SPRINKLERED - NFPA 13 MAXII111" ALLOWED TRAYM 04TANCEi W'-W � - 2614 W-2-0 SPRWLSIR NCREASE - W'-V) ACTUAL MAX"JIM 714AYZL D16TMM. 11-4- AICCESSMY SUSM MAX"-" ALLOMD TRAVEL DISTANCE, 250-V (V 61ORM) ACTUAL MA)01UM TRAVEL 016TANCEs W-11 V2* MAX"JM ALLOAD TRAVEL DISTANCE, 2OW-10'(W 6PRW.) ACTUAL MAX11W TRAVEL DISTANCE, 111'-V MAX41UH DEAD 040 C40PMOM 20'-V* ACrJAL"AXWWD*A0El,0CC1RR30,0% W-r FIRE 1=fRQTECT1QN RF=QU1f9F=MENT5 Cm _41: VIM 1"m - RPME-7 1 0 A _jk&,y"#1It4MA1&*jjaZ rm �SWAFTS (OTWER TWAN ELEVATORSA rpm rm WWII �11 7110 0 mz-V-T� rm Im—MIMIEZE fflar"53ML EXTERIOR WALL$ TWAT ARE NOT LOAD-SEARIN3, ARE NOT REWIRED TO BE RATED ENTIRE BUILDING TO BE EOUIPPED WITW AUTOMATIC SPRINKLERS IN ACCORDANCE W/ NFPA 13 ENTIRE BUILDING TO BE EOUIPPED WITW EMERGENCY POWER TO PROVIDE EXIT LIGWT114G AT STAIRS, CORRIDORS, EXITS, ETC. (SEE ELECTRICAL PLANS) ALL SMOKE DETECTORS TO BE WARD WIRED WITW BATTERY SACK -UP PROVIDE FIRE EXTINGUISWER IN KITC�­IEN (121) (MIN 10-S RATIWs) REFR TO SPRINKLER C>RAUJIW.%S FOR GENERAL SPRINKLER LAYOUT. SPRINKLER SYSTEM DESIGN AND INSTALLATION TO BF-00NE BY SPRINKLER CONTRACTAA LAUND. . ...... ... ... - — ------- -- ---- 24J - ---------- OFFICE EXAM T' U.1 --- -------- LIQUOR L23J 4 L ....... L--.L,"- PAP if Pok 11 �.L4 J1 2 P' 41N L It ill 4 LIN 6jr,� 4 E T EXIT T -Ir ml EXIT r 11 1* if& 3 WR RATED EXIT EMPLOYEE A C4LUMI`4 AS, PER --- LOUNGE IVATE DUTY UL 0 Xb26 (TYP.) MEDIA PHYSICIAN SI BARBER STOR. KITCWEN ORY -]WOUSEKFNG E CLUB ROOM BAR/LOUNGE BANK BEAUTY 7 STORAGE '12 L2j '1271 STAIJ WAITIWG NURSE TENANT EXAM EXIT T EXIT 114� r lir2 N 1125 EXIT t,t_t_tttttttr I I I 1 2 'F r'r I I I I 4 LINEN Pok­, 1 1 4 STORAGE & EXI STOR Pof;�_ I y �s�a� "r I � __111_­___1____ - 1J_k.jJ.0 t 114 Ul,L_l_LtAJ_E,lfCtl,tj I 1 1: Ls lilm s"i a, a T I ­i f- - - f WALL fsl"C�i EXIT =,b'roj. EXIT T W'-I* - TRAVEL DISTANCE 02A WALL WALL "'A' - TRAVEL E I XIT %T 4 E;IT IT� i / , 1 1148"1 016TAW-8 E 17 Iiij, 0� JIT a fit fill rum t saw* now=* r al�tc)� fill r miff M. _r i iFEL" OFFICE &IT EV. fSOIL. CLEAN 02 sums, M ELEC, ELEC. SH E%T 2 Will MATZO 69PARATCN WALL 61 EMR 7 ELEV.' IiiAj 1i100 AS PER UL U4rS I WIR RATED 01 C41.161" AS PER ELEV. L I if if UL 0 X52,1111 (TYP, FOR 4) UNIT X_rAMXA�t EXIT Al EXIT SLOG DINING 03 UNIT LWIT EXIT 101 LAUN;. KITCHEN Uj 01111 6W AX9 LNIT Er1.r.rT_r.r.ZrEL Al I .- FREEZER. a I j a 4 1 _1_.rx_r_rxx_1�r ST a 7iiin on Azw an 6W A2A LNIT 11W 'll, 1_­.. 11411111 SW A29 �EXIT co 0 3 WR RATED OU SW AM 14A EXIT A ISEAR04 WALL E IT 111-1114. TRAVEL EXIT WALL AXIT EXIT AS PER UL f U%14 EXIT EXIT E Viv - 03A ,7 EXIT EXIT EXIT EXIT eTYPICLAW ROXIT VL:3��W_ft RATED EXIT" COLU111146 AS COOLER sw filiiif� ua'*w so PERUL1Xb2& (TYf*. FOR 4) EXIT 5EATJWG A /`VEST EXIT -RECYCLE 3 RATED 3 WR RATED IE%T 3 WR RATED ------- f7�2 WARM WALL AS PER UL I UW4 i it UNEXCAVATED COL"46 AS PER EqtT FTq XWO (TYP"J) UL X528 (Tyf*. FOR 3) (TYPICAL) UL 'I I 7�F]I _j MAINT. I [L-:, I L fm mW'vW ffffffl� MECW FIRE PUMP I ibi EEL EXIT U1,11T OU OW A234 V 3 WR RATED EXT. -,OFF. I WR RATED TRA MARI�4 WALL CC*MDOR WALL Dill []Lei AS PER UL U41% AS PER UL 0 UW4 L (TYPICAL) DINING WALL GARDEN E COURTYARD F_ COURTYARD MAX. OCCUPA14Y PERWISIS DINIW3 IT 115 LIVING MAX OCCUPA14CY 40 PERS" ROOM IExm 012 3 HR RATED COLU1,11"Ns R EXIT UL X528 P.� E IT 1111111111!111�vw w1w EXI r 1531-13, L G AIT TRAVE SEATfW 4EXIT a Iwo amwor, swow- T : exi r 60 4W A= PRIVATE EXIT IT UNIT DINING 3 WR RATED MIT SEARNO LUAL 611111 OWT A2J1 :6 AS PER UL U%V4 Wl TRAVEL LNtv LNIT __4 LNIT I (TYPICAL) LNIT UNIT *TANCE ON SWT AV4 ME sw Al" so GWA04 40 AU4 IT OU 64r A214 M SWf AIM GM SW A2* 61111111 SW A234 60 OW A234 on swr A214 4(> f i�� iliff 01 L15RARY I - 4�, 8 I_ V�=! t�A I --- UNIT U1,11T USIIT "T iu 1021 0 4 WALL EL V, 04 1 0 4 v v MAIL 0 0 Q 4L 00 IEXIT I A -MR 411 EXIT 04 <T COMWOR WALL gT 111AVEL DISTANCE il EVIT SV-0-- TRAVEL DIPLANCE %A W-l' DEAD END w .1' DEAD END W-W - TRAVEL 016TANCE < WALL 12'-4' - TRAVEL kISTANCS EXIT ...... AS PER UL U41S 05A WALL'* (MEASURED ALOW4 TURAL PATW OP TRAVEL - TYfw) -XIT XIT EXIT M 160 �TYPICAL) E�17`� E_ 10, 1 I 44R RATED �6 . 1� 4 j P Hill A"ATE T84ANT SEP WALL -C I I I PER UL U419 AS, PER UL U419 cA STAIR COPY RJz 185 OFFICE 0 04 FI-6-41 RECEPTIOIS .86 WALL 0 I 0 0 0 a SEC. 161 W-11 t12' - TRAVEL DISTAb4E EXIT If 11 3 WR RATED E%IT 2D ME RfWs WALL <* 0 AS PER UL I U914 X T (TYPICA0 ---_ q UNIT UNIT UNIT LNIT LNIT LNIT LNIT WIT LNIT 01 52 152 52 F <* 52 41 UNIT 611111 SW AU6 $U SW A2M OM OW A214 EXIT OU 6RT A2J4 mm SW A214 Will GWT A*A an A2,14 SM SW A234 A= 3 CLOSING I& VE� i�� on sw sx, 184 FU -I A F!!10:3 FU -1 OA OFFICE UJARM-UP WAITIW3 _j � E IT CONF. OFFICE FU -1 -2 A EXII F1621 1i L31 F1_7 5A F165 FI-7-21 F Fj 0 EXIT FI-7-01 EXIT EXIT EXIT EXIT EXI EXIT 1 -71 EXIT 04 DOOR EXIT % DOOR TOTAL OCC. LOAD z(RE_5/OTWER)m52/16 TOTAL OCC. LOAD =(RES/0TWER)--52/19 REQV WIDTW=(2 UNITS)=44' EXIT 05 DOOR REQV WIDTW=(2 UNfTS)=44' PROVIDED W[OTW=44' TOTAL OCC. LOAD -(RES/OTWER)--52/-16 PROVIDED U)IDTW=44' REQ'D WIDT14=(2 UNITS)=44' A PROVIDED UJIDTW=44' A A POR. E COCWERE 0 LOWE R � L E \V1 EM L IL 11 IF E S A44 F-1 E= T1 `TTO frmw'L Ah NN FREVI EXIT 43 STAIR TOTAL OCC. LOADx(RE$/OTWER)x52/'16 REOV WIDTWw(2S UNITS)s5ib* PROVIDED WI0TWx60* EXIT 03 DOOR TOTAL OCC. LOAD *(RES/OTI4ER)x52/'16 REQ'0 WIDTWs(2 UNIT$)m44' PROVIDED WIOTW*44' w CIO _0�1 J)d) o-l�/ lyj lu -tilt 1 0 I u) 61 'Jill fit A N C3 -0 p,M. -AM'( CARPFNI_T��­_'� P�A, JIM WENTZ PROJECT NO�:15­1_54,3-01 LLJIO cz� I �j V) > Ld -A LLI I" w w �0 Z E- 0 0- 0- �143 z �Q z j B w 0/z/ 01 fy 0 m -4 (.0 W LL fil IL m r— 01 LL 0 w > w IL w MAY 9 2002 LIAGE OF RYE BROOK A ((D 4001, The Martin Architectural Group 2 3 .14 *5 FLN - S 16 5CALE: NT5 17 mm 11 12 13 1 4 5 16 17 18 19 m D I c B I EXTEND DROPPED C:LG w UNITS 52, 01 4 r:>2 ONLY �TAIii �2, l —38-2- Y /� U-5-GLC3 T%rp UNIT CEILING PINISH ROOM LUIR LVL FLR's 1-3 LIVING RM GW5 6 111-01 ED ��rwl IE 5EDRM(s) — GW5 0 IBI-01 SP"Y APPLIED Gw5 6 IBI-01 5FRAT APPLIED IrP� MIEW DEN GUJ5 .2 IBI-01 ;;�- ED POWDER GW5 V-01 Gwe 6 V-0. , 5�dl Foyi� ��ALL GwB al.c. 1 GW5 0 V-011 CENTER LIGHT ON VAN CHA5E UNFIN15HED ScALE: 1,41`=V-o'I Z. RA WIN TYPE DS ALL11 !IF, 200 WATTS EACH tllmLnll u 2 TYPE DS 2 TYPE DS TYPE Ds LOW 10 W, 3 TYPE DS ALLOW 10OW, E�� ALLOW 100W EA ff. In ALLO 2 WATTS 00 W IIAII 7T-T RA TYPE DS ALLOW RA NOW 200 WATTS EAC PA, 0 RA WALL RA* RA 7 RA 2 TYPE DS 2 TYPE DO 3 TYPE DS ALLOW ALLOY IOOW EA ALLOW I Ill I— — j 0 �A I 1 0 TA I I # 1 0 1 0 EAC 308 —ELECTRICAL—ACT + r L xx WEST MM SUITE $M 4WT A2.13 $EE SW A2.14 E�o ljKjT LNIT SEE SWT A2J4 SEE SW A2.14 WE 014TA2 ELEV. 4L s2 qL ELEV. =F 03 85 t"T WT LftFN WIT WIT t"T SEE am 4214 WE ONT A2.5' SEE 6"T A214 WE SW A234, ME SW A234 F341 $W 6W A2J4 1304 F1 F I` # RA A, Nil 4L L L: F T. /E\ SEE OWT A2.Tl 35 UWT: tw r 4w 32 _%4T A234 SM SM A2J4 2a _wE $H"�34� SW A2.14, 3 TYPE DS 2 TYPE Ps 0 2 TYPE DS 1,6. ELEC ACT zz� STAIR Oro/ I UNIT Al ESE 69T A233 uw, jbI 02 52 al WE aw A214 SEE 'Am A214� INII o/ ::, I 32 OEE 5W A2.14 SEE &AT A2.14 SEM --44T A2M­ F I f=LN-2 &CALE, NT5 NOTE, THIS DRAWING 15 FOR GENERAL INFORMATION ONLY -REFER TO INTERIOR DUrG's FOR ALL COMMON SPACE AND CORRIDOR CEILING HEIGHTS, MAT'LS 4 TRIM -REFER TO ELECTRICAL DU.G's FORALL LIGHTING INFORMATION -REFER TO 5PRIN<LER D114z's FOR ALL FIRE PROTECTION INFORMATION -REFER TO MECHANICAL DUJG's FOR ALL REG15TER LOCATION5 -PROVIDE CROUN MOULDING IN UNIT LIVING, DINING, DEN 4 BEDRM's E D C wo to C4 00 P. co E_ z C H K'D: P.M. AMY CARPENTER P.A. �Tllvl WENTZ PROJECT NO.:15-1343-01 < z Z LLI :__3 (D (n > < (_) z LLJ A z cn Lu n (s) Lu OL u -4 S) 0 wz ::3 (2� LIA z 0 ul I w Lu Z Lu () (a LL 0 11 12 13 14 *5 16 17 18 19 A E I D c B Tyf= UNIT cmlLlNcx PINISH ROOM LUJR LVL FLR's 1-.3 LIVINCz RM Guj5 6 V-01 M&M2,47 BEDRM(s) GUB -a cil-ol D Gl GU)5 6 el-er �FN �11�11 DEN GW5 1T IB 1-0. 5MPAY AFrLIM r-941sw POWDER GUB Q 61-01 Gu)5 6 V-0" FOYER/HALL GU)5,m V-0- GU)5 6 V-0- -A -------------------------- r'A GLU5 EXTEND a.-O. DFROFFED GU)15 Gue (TYP UNC) C L G 6 a, -0. (3 w CENTEF, UNITS 52, DI (TYP UNO) LIGHT ON 4 D2 ONLY VAN G LUB OL 13 Li uj c Yp UNO) CHASE L EQ 0 EQ Ea L EQ EQ ol EQ \�— UNFIN15HED (/-�,CBIWNG TYP UNIT <11'CHMN 4 BATH 3rd L.Mem.L. CTrsm CIA PLOAN FLN - 3 5CALE.NT5 U-5-CLr_:; 5GALEE: 1/411=11 _011 NOTE. THIS DRAWING 16 FOR GENERAL INFORMATION ONLY -REFER TO INTERIOR DUr-z's FOR ALL COMMON SPACE AND CORRIDOR CEILING HEIGHTS, MAT'LS 4 TRIM -REFER TO ELECTRICAL DLUG's FOR ALL LIGHTINCz INFORMATION -REFER TO 5PRiNKLEIR DWG's FOR ALL FIRE f='ROTECTION INFORMATION -REFER TO MECHANICAL FOR ALL REG16TER LOCATION5 -f=iRCVlr->E CROWN MOULDING IN UNIT LIVING, DINING, DEN 4 eEDRM's FAI E D C (Lo a cq ci 36 cq C H K'D: P.M. -AMY CARPENTER P. A. :TIM WENTZ PROJECT No.:15-1343-01 Q 0 w z L.Li > LLI ul w nOL (s) S) (:I > III z w w w z w ca w T (Y- m C-"5 (L 1 -4 zz 41 4� 9 0 A: 10 i I I 18 I �? 14 16 17 18 19 a C I A L 10 Z�� 4 Zjb F&A Q& a 9 k 9 Lo lz;kr ;ffiLgu- lqv --I= o 'kil Z*fm JIL L-W IN MEN IN MEN M m No Now IN IN IN 0 No IN 0 IN IN IN IN ME IN IN ME ME No No No MONO No 0 ME IN IN on 0 - No IN 13 IN No ME IN IN ME IN IN E No IN IN ME ME ME IN ME IN ME IN ME IN No ME ME 0 ME IN ME ME M IN IN ME IN 0 ME 0 IN IN Ml MEE IN IN MEMIN 0 0 ME MEE IN ME IN No 0 No ME IN 0 0 ON IN ME IN ME ME IN MEN IN IN IN IN IN 0 IN MEN 3111111111101111111 IN IN MEMO 0 IN MEMIN IN ME MEMO No No ENE IN am ME IN ME No MEN 0 IN ENE 0 0 mom IN ONE IN INIMEN No MENEM IN MMM ME IN OEM M 'ONE No IN IN MEN OMEN 0 IN IN NONE MENEM ONE 0 MENEM 0 IN WE IN !IN 0 0 ME IN 0 ME IN IN IN ME IN MEN PAINT Xroo)EX FL.00R t*lAT5RlALs @OVERALL w f- x X ul w w 6 x w 1-- w 0- w w C) Z z cj a- I w w f— MAIN LEVEL 200 TR45H 20) �4ALL 202 PITNE55 203 OFFICE &EE 204 HALL 205 HALL 206 ELECTRICAL 201 ACTIVITY 51=-F= cmt-ll 2u)GS, 205 HOUSE<EEPING 20S jTR45H 210 MEN'S REST ROOM 211 HALL 212 WOMEN'S REST ROOM 1:: -, I I * F�-1 )In , i�, te-, 1 .-I PAINT lN=*=mX FLOOR rolATWRIALS @ OVERALL w I-- x X w w w w -A -A -A 0 w w w w w w z a 1 < w w 0 1 (3 (L -- 0 0 0 E RYE 5f;R00< 2ND LEVEL 300 TRASH 301 HALL 302 L05BY 5EF= ct- im 1 1--) U)G 303 304 HOU5E<EEf='ING 305 NOT USED BOro HALL 5EE Criml c4rsS, 301 ELECTRICAL 11 1 30& HALL 5EE 0-IMI D�G4. I I I I Ox 30S NOT USED 310 MECHANICAL 311 HOUSE<EEFING 312 jTRA5H 313 ELECTRICAL 314 HALL 315 ELECTRICAL 5TAIR-5 TYF. IK33 0 m IN MEMO No No ME IN ME 0 MEN IN IN IN IN MEN 0 MOM IN IN IN ME ME IN Li IN 13 MOM 0 1133 1133 IN No MOM 19 MM M ME MMM 111111ME OMEN mm ME MEN NOMENEWE I Is a MMEMO ME NONE IN ME 0 ME m No 0 ON we a MEN ME ME ME m NEE m ME IN m 0 IN ONE IN M 0 M M ENE IN 0 MINIMIGIM ME IN OEM mom 0 ME mom IN IN M IN 0 IN ME IN ME IN IN No ax-m 1 0 IN ME ENE 0 0 IN mom ME IN 0 0 IN No mom MM ME IN in mom I ME ENE mom IN MENEM IN IN ME IN M MENEM mom ME IN MEN 0 ME -so IN MEMO ME 0 MEMO Em M MIN IN E NONE mom 0 ME IN M No 0 No M ME No ON IN MENEM ME ME a a I rell 0 ONE IN IN IN ME IN NEE 0 IN 0 IN No mom mom IN so ME 11111ME m"s, I Im N I 12 13 14 5 16 17 18 19 MEN NONE IN MEN IN mij 1310 IN E93 013 IN IN IN IN IN IN 0 IN IN mnmmm 1= MONO umm NO 13 N 0 ME so "Mmm MEN m Elm m I I E ID Ic IB A rX4 0 oo 0 �A to Q0 z wiz ow W C H K'D: P.m� P. A. N PROJECT NO.:15-1343-01 < 0 w < > LU z b, (L (s) LU m < 7— f 0 4� 0 0 Is mm 5 la f6o ?�' 177 @ (S) 178 E W2—.93 8, 323 s sat, N 5 544 29 E 1870.28 4� s T --DROP CURB AND R46 PROPOSED SIDE SEE WA STOCDS KADrx FENCE 3' FROM EDGE OF LANCAK PLAN E ON CONCRETE GENERATOR PAD CONCRETE TRANSFORMER PAD N 5,850.19 CONCRETE E 3,808.78 NG, le-191 5—MAV-64i= --,-CONCRETE DUB PAD 0 0 FENCE GATES — PARKING - x PH W VADE t I STOP BAR 0 it Wz AM N 5,692.72 E 4,229.81 x PROPOSED GUIDE RAIL N 5,7407 E 4,20817 LIGHT POLE WITH DOWNLIGHT (TYP.) ri 1. SERMCE GATE CARD/ Elec, CALL ACTIVATED mete, 0 conc. re Poe aA PEDSTRIAN CROSSWALK 4,816 sq, 179 518 sq Ft 204 107 ge- Ff. 4036, 07 @ N 6,046.2 E 3,759.82 TAINING WALL_. OTHERS . .... 5, 086 S4q, 25 Ift.90.52 E 3.M.15 N 6,101.38 E 3.851.45 4' ONCRETE K 201 071 PARKING PH PROPOSED FLAG POLE "0 -5' CONCRETE WALK N 6.2 989.97 t ').v fz.zv to LIGHT POLE WITH E 4,033.90 e DOWNLIGHT (7YP,) TV 3W. 74 PROPOSED GUIDE RAIL 345 74 PROPOSED RETAINING WALL (BY OTHERS) N 6,121.57 E 4,129.75 X? e4a'sa mo ptw"o c;& lxa=." L-I �Je- Rl�k /u Air 0W COMPACT FLUORESCENT WALL SCONCE. LETTER, DENO!TES TYPE. NUMERAL DENOTE3 CIRCUITING. LETTER DENOTEIS PANEL. WAL(. NY fit: EXIT LIGHT. CEILING MOUNTED. EXIT LIGHT. WALL MOUNTED., EXIT LIGHT. SIDE WALL MOUINTEC NTH DIRECTION& ARROWS. BATTERY OPERATED WALL EMERGENCY LIGHlr!NG UNIT. 4'-0" FLUORESCENT LIGHTING FIXTURE. CEILING AND/OR WALL MOUNTED. 4'-,0" FLUORESCENT LIGHTING FIXTJRE 4N-� EMERGENCY LIGHTINlG.<:.jj2,=Qjr VE murT rrrrp tv-EN!^T_--g TYPE. CEILING MOUNTED LIGHTING FIXTURE. LETTER DENOTE!5 TYPE, INCANDESCENT WALL SCONCE EXTERIOR WALL MOUNTED LIGHTING FIXTURE. WALL MOUNTED LIGHTING FIXTURE, DUPLEX OUTLET. 15 AMP, 3 WK 120V GROUNDING TYPE WALL MOUNr.-D. NUIMBEF DEN07E-S CIRCUIT NUMBER. CONNECT TO RESPECTIVE PANEL NITH 2 O. 12, 3/,'- CONDUIT. LETTER DENOTES PANEL. NUMBER DENOTES CIRCUIT '4UMBER., DUPLEX OUTLET. 15 AMP, 3 WIRE, 120V GROUNDING T`YPE NTH TOP OLTLET SWTCW-D. MAN a It T U DUPLEX APPLIANCE OUTLET, 20 AMP. 3 WRE, 125V GROUNDING TYPE, CH DENIOTES COUNT[EER HEIGHT, DUPt Fy ADPI I AMPE OUTLET, .20 AMP, 3 WRE, 125V GROUNDING TYPE r�pqc.)L-r lt-4TMjZf�ak-)p-rrr. PLEX APPLIANCE OUTLET. AC OUTLET, 20 AMP, 125V GROUNDING TYPE, AC AC OUTLET, 20 AMP, 250V GROUNDING TYPE. 0maym,02 0J'T,-lrT­ 30 A"-?P, TELEPHONE OUTLET.WiTtA c:ZpWi,'J CC;T kt? �q 7 c> 7T L. CAc;� S lel" TELEPHONE CONDUIT SLEEVE I" STEEL, TERMINATE I ABOVE AND BELOW FLOOR SLAB. THREE-WAY SWTCH THERMAL SWITCH. $E SE - EMERGENCY BREAK GLASS STATION. DISCONNECT SWITCH. SIZE AS INDICATED. CONNECT TO EOUIPMENT AS NOTED AND/OR =3J REQUIRED. BRANCH CIRCUIT CONDUIT. HOMERUN THICK MARK DENOTES NUMBER OF NO. 12 AWG COPPER CONDUCTORS. I BRANCH CIRCUIT CONDUIT INSTALLED EXPOSED. BRANCH CIRCUIT CONDU IT INSTALLED CONCEALED IN HUNG CEILING OR WALL PARTITION. CONDUIT UR CONDUIT DOM, WEATHERPROOF. WRED AN MOTOR STARTER, FURNISHED BY MECHANICAL CONTRACTORI INSTALLED, CONNECTED BY ELECTRICAL CONTRACTOR. CEILING MOUNTED EXPLOSION PROOF INCANDESCENT LIGHTING FIXTURE NTH 0­W_-A­-19_TLJ�ip__ I (GAS METER ROOM). W, ml a DUCT MOUNTED SMOKE DETECTOR.- C M A FIRE ALARM STROBE LIGH7, I QM,=W-4 SPRINKLER SYSTEM VALVE TAMPER SVWH. R SYSTEM WATER FLOW SWTCH INKL �M Mm" kE m T/s 10-10-01 00 D n' q� z z < < cr_ Z L.LJ z < < 'z U) < T_ LLJ Z c) �ot c" CE, < W 0kid 'A 0 -Ell ?0 F— r I CHWDs P. P. A. PPOJECT NO,: 04 z tzj m 0 z _J z LJ m 0 godm < 0 L.Li uj 0 L < < (_D L LLJ 0 4 -4 . mm m 4 W7 -LIQUOR PAPER/'. I L I dr IN vny'%rypp. PH, e i TrL TW5j -% x W110441 UH Is­*PE RH 12 TYPE RF 9-4 fi C-2 il ? 110 120 DINING VI I/ ---------- PAN ,"OLIVNGR AN A _J DINING 11 AU L COURTYARD 'F INING H-2 RD 0 0 H-2 LR ti,4 TYPE D ____j 3 lYPE LR� 3 CHWD, 'G_ __J RK P. p T NO B -y_ iia �-. RD I H 6 TYPE RD T7 LR_5 A CN Tvcv ma 3 rn SEATING ca "N' Rc _T­ p 14— i.QL 7,* 2 TYPERD _pAfj LR_5 0 r s Tr qu I Trt vt� I L" -1 0 • cn 3 RG -UNI VX Dl­ PD LO rw 2 TYPE RD LR-6 If M-2 A E uj •B. El jt• G kE TAZU' SEE, TROL PANEL L + 2 H- :% E LE V yrj Z:4 LIS 4 TYPE jL #4 L 41 IL +j 0 z RA F ALLOW rL_j I 2 TN 2 Re D 0 n r77_7 - - (__==jl irxl 11 11 'y 't ---- W, - cq� I RA J- c o RA ...... . ..... ........... All 2 TYPE DS 2 TYPE DStc ALLOW 100W. EACH ALLOW lOOW. EACH r z A A lei el A RA 2 TYPE H-4 H-4 RF VIA Ld _j/ALLOW 200W, EACH A Al 0 F^ry_J I L • �ECEP ON LiM13 H L % o m Jul 41-, "412mr, + me RA _j 6 7A 0- LLJ Lj M SEE SHT AZ14 we I p A j UNIT. A* I Re Lli `24 'UN J LL T UNIT 0 0 B IT 5; Sjjjjj Lli Ri. A ?-A (D fi IA t 14 SM MT'A-2.117 .4 RA 2 EQb t6. oli 4 TYPERS ------ F777 R_ qfEN/EL, 1-i'LA �4 0 Lj fi cf) I � 1-7 1401 THIS PLAN IS PROVED ONLY FOR WORK II DIATED ON HE APPLICATION SPECIFICATION SHEET. J_ J_ SHOWN ARE NOT TO BE RELIED OR TO BE CONSIDERED A"' EITHER FALL OTHER E3 50 I - (",E E7 CIE6 BEING APPR IN ACCORDANCE WITH APPLICAB "DE. El 2 12 13 14 5 16 17 Ell -- - ------- --------- ___ - -- ------- ---- ------ M ,W.R... w fl , � o I k tR 4. a I I w 7 Ir IT �I I go I ilp i _M �.1 NI.... ��� I . :�I� �= offi ns �a i:uf+ .>�11 ,L... „�.1 .�1.' � , fit 4i .111m, i M • r _�..__ a. 1. I=I�== 4 �M�I �. �� :, _.i UlMrbu�Bir •i.. ,, .. ,.z' f .,_..._..... �u :`"' ... � ....., j rri I • • # L' !► ` »,t a ( j{ I + _ tlIP m : J 4 r_ ae � 6 .. '. , :. ? j : - j ; 11 ' I , f r , a.' , I� I w o ,' `U4 •� . i, dl .! ' t h�� ; k �z �i �ti ;. i t __ _ i 19 W2 W21 �t _ �.�,� E rls 10 1aa1 , F_________] i . I . t � L � I =� � .---,, M ­�. 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Dl A2PRIV E DI G SHT ,16 SEE SHT A2.17 UNIT UNIT 63 SEE SHT A2.14 I L .4f.� { — . — 1'fl B UNIT -OR B ST 0 SEE SHT A2.14 SEE SHT A2.14 B` 0 T_ L 00- 0 (D HALL L STAIR 1 1 C�x 156 Uffl A /A MAIL L LL=7=_Jj ib 0 A CHK'D: op I L (DCL 0 L M I 1 11 1 19 _ _-_ . . ... ......... �_j ; HALL 1160 00 El z _---I -jo Sc COP 24- E(_ aL /A Z IL RECEPTION & lt,e A IV ZZ, 40 A A LL 0 Lil H I STW #5 A r--"l - lig) t FFICES - ------ P_ 411111, UNIT UNIT Zoe 4- 0 B B SEE SHT A2.14 SEE SHT A2.14 5­ a7 UNIT UNIT 8 oq_ol UNIT B2 B2 70 E SEE SHT A2A4 SEE SHT A2.14 SEE SHT A2.17 I Q " I LOSING -a WARM-11P L ';"4T 71 11 14 1 1 "10 vlor A ►Lp CL, b -5- - , WO -7 541-T _oo 511��­­__T­11111,_t-Al Jz-ola THIS LAN � JEE A.PROVED ONLY FOR WORK INDICATED 0 ALL. 0 ER T SHOWN ARE NOT TO BE RELIED E4 ❑E6 (E7 r- 011 E9 BEING A PR� U IN ACCORDANCE WITH A 1 L 13 14 45 16 17 18 �HE APPLICATION SPECIFICATION SHEET. �N, OR TO BE CONSIDERED AS EITHER ,ODE. op I L (DCL 0 L M I 1 11 1 19 _ _-_ . . ... ......... �_j ; HALL 1160 00 El z _---I -jo Sc COP 24- E(_ aL /A Z IL RECEPTION & lt,e A IV ZZ, 40 A A LL 0 Lil H I STW #5 A r--"l - lig) t FFICES - ------ P_ 411111, UNIT UNIT Zoe 4- 0 B B SEE SHT A2.14 SEE SHT A2.14 5­ a7 UNIT UNIT 8 oq_ol UNIT B2 B2 70 E SEE SHT A2A4 SEE SHT A2.14 SEE SHT A2.17 I Q " I LOSING -a WARM-11P L ';"4T 71 11 14 1 1 "10 vlor A ►Lp CL, b -5- - , WO -7 541-T _oo 511��­­__T­11111,_t-Al Jz-ola THIS LAN � JEE A.PROVED ONLY FOR WORK INDICATED 0 ALL. 0 ER T SHOWN ARE NOT TO BE RELIED E4 ❑E6 (E7 r- 011 E9 BEING A PR� U IN ACCORDANCE WITH A 1 L 13 14 45 16 17 18 �HE APPLICATION SPECIFICATION SHEET. �N, OR TO BE CONSIDERED AS EITHER ,ODE. 10 20 50 10 . W12 W13 W14 W16 CL ZD L Cy 0� w z r J Q `� CL ry a t--- a, CJ z ��-- 0 � —.s m Z W I ►— cy— < CA W Q rA cv Ci HK'U: P.M. R. A. . PROJECT NO.: �U a; 0 1 cr C N, fi ~. r m it v a v .Z LL- a Lli LLJ o _J LL- Q � W. ,i w I Q_ t.L- J , W ® L t_t �-- oci W J Lli > J W LL- 0 ,n r 0 m T/S 10-10-01 co 0 1 Lo 00 0 LLJ 1-1 U') z CD z —j < cy- a_ Z iL V) U) -0 LJJ 0 LLJ Z 0 C14 cy- < CD uj En 64 S o A g Z' C/) C/) as CHK'D: P.M. Clq US 0 A- < z Lj- Z `LLJ 0 o ry m LLJ U- o"m i uj L-jj LL- E IE Kc KM r ��,�,�♦ (Y'E_ • �t / a — . .__.. e _ , «awl v LIN _ m .III 2111 I W. I 0 LOWER LEVEL) 1a% t ;"' -: �..... a }.# a .! Yr.. ii� , ; :m, a a +: . /Y.'aRA io RA RA RA Ric HA— +rat CL V) W z i ^a (_ &uL.w A 4 8 re..�rase. a- I i �}g 0 LJJ Lu 32 r. { Ear E { THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT. TO BE RELIED UPON, OR TO BE CONSIDERED AS CEITI' E BEING APPROVED OR --IN ACCORDANCE WITH APPLICABLE CODE, 50 16 17 181 i I I - 1 7 I _ I I I , I TIS 10-1 Q-41 I , I I 0 'n 0 ! 00 W Ca Q c- ry I ! UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT F-- rn a I A 82 81 .82 82 81 81 B1 ! SEE SHT A2.14 SEE SHT A2.14 SEE SHT A2.14 SEE SHT A2.14 SEE SHT A2.14 SEE SHT A2.14 SEE SHT A2.14 SEE SHT A2.14 L.Li a < I I 8L41 EAT 4� 26 I I 10 C 1 { C P I 4,1 F- I Q-- - - �-- � U ! <NLJJ zz �Lw ❑ o0 00 111XIIE 00 [E fit FE L-1-i z Uj rr I HALL �'C LL T H E _ 2a5 + SEE SHT A2.17 I via ace oo C oo ❑ coo 0 a 1 �Q I 00 ELEV. a o - ! I v 4=u4s HALL #2 ( {4 Q 0 a xi E MIR i ! u I I ELEV. E I I ! I #3 g UNIT. 0-Ts uj ! ! UNIT UNIT UNIT UNIT SEE H A2.14 SEE SHT A2.14 SEE SHT A2.14 SEE SHT A2.14 SEE SHT A2.14 1 SEE SHT A2.15 r ... I I €u 001 r— E _ 20 - ] CARDS a 4-p CV JED } ! r P --_- g o # I ° r ! UNIT • V- I P - C CAFE 1 I AF s�££ SHT a2 14 UNIT a I ! 206 E SEE SHT A2.17 25 I I � I CHWD. ! _ I P.M. I P.A. ! PROJECT NO.., I 30 ICE CREAM o �Q rz I I I I I I UNIT Z �i I I E �: 0 P STOR. 7 UNIT UNIT UNIT. UNIT UNIT UNIT SEE SHT A2.1 00 I M_ 45 NFU I I B B B B B Cl - I I S££ SHT A2.14 SEE SHT A2.14 SEE SHT A2.14 , SEE SHT A2.14 SEE SHT A2.14 SEE SHT A2.15 I I _ I I ELEV. I ❑ I > a 0 I i Q Q ! IJFE j I H ALL [ZI � as oo � I H ALL _ ... 18 " I 219 ILli ! 5 oa ❑ oo ❑ ! ❑ 00 00 - s �❑�� z ! a c� o o T z- I 40 o o o f W I j o I ° = OPEN � o J o � I I - _ _ I TO BELOW ! , m Q I A, _._.uj I l ca c- Q I I'. UNIT �. .`� • In J UNIT UNIT SEE SHT A2.14 UNIT UNIT? - ©`t -off J.. � � I I 82 B2 B1 81 t•ot W ` J I I SEE SHT A2.14 B 1 UNIT SEE SHT A2.14 SEE. SHT A2.14 SEE SHT A2.14 U�iVIT ( > ❑ ti"� ! s££ SHT A2.14� �21 SEE SHT A2.17 i_!_1 ' �-�- - .�� KEY PLAN I 0 I i I LEFT SIDE I I »A„ !' I r rz I t ! LO THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. I I` ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER I BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODE, 50 _ I1 12 13 1416 17 IEI 1 — t-- I III f i Ill ��il i 'tl III ' - n i <- I:I&faY - I II. —�' `m _Kol 0 T/s f a10-01 0 CL- 5� V L 0� W . Z CDR Z <C CL On, 0 `Cal �-��-- Z _ C m z a. r-=- 0 c� �-0 W < c F-- Wz � Z� E--- N d W Q� O ch 7� " ) F-1 I RROJECT i • ! i • I I L- J 40 M V >- L ® ti W/ P A 1 V ! V LiJ L� % " — l : 1 i Z THIS PLAN IS APPROVED ONLY) FOR ORK ICATED ON. THE APPLICATION SPECIFICATION SHEET. f ALL OTHER TTERS SHOWN AR C7T BE RELIED UPON, CAR TO BE CONSIDERED AS EITHER I - ' BEING APPR FD OR IN ACCO ANC WIT A RPLICABLE CODE. 150 I to / ,, 11 12 13 14 5 I6 17 18 19 I f e 10 a 45 mro-M -q - 6k KEY PLAN (V� 2 -7 - C Z < z < Q 10 z < Ur V) W ILI Wz C4 T- 0 C4 cr- < Z'R 5,-n, 20 30 LFI�OJECT NO.: Lil C) 40 Z M —ca LL. Lu bi Zos Uj L+J > LLJ LLJ < �. c) 0', i Li j— V1, VE ON'LY.I-F(}Rb �,WORK, NDI'CAT�APPLICATION $PECIFICATION. SHE,ET. EARS OWN ARC W'OT� TO BE RUW � CIE TO BE CONWERED A " ITHER 1N' E k) R IN, ACCORDANCE NTH, APPLICABL DE. 50 )F W21 W22 0 C/) bi Z' z < o' F— Z� < of... Z < �0. V)., LIJ-1 T—: cq < t on UX. Cd 41T ;T A217 ......... . .. PROJECT NO.: if .. t ij U 40 z 0", < LL' LIJ o LLJ; L.Lj L'j Lli Jp.,NLY FOR. WORK INDICATrD. ON THE APPLICATION,,,.,Vt ICATION 'SHEET. W. Ee,,NdT TQBE REL10. U,,,PON,I, TO BE, CON$IDERED AS EITHER ACCORDANCE WITH APPLIQABLE > Li_ Li z o' Lj- V) 16 7 1 . , ..•, W11 W12 W13 W14 W15 W1 6 W17 W18' W19 . W 0 W21 W22 T/s, 1a1oo1 BRIDGE I I • I I C14. I Q _.., VESTIBULE C Z UNIT UNIT UNIT UNIT UNIT UNIT UNIT 4- I a R R� B `C R2 4 4 ;; A2.14 s, B2 B B SEE SHT A2.14 5EE SH SEE SHT A2,1�4 SEE SHT A2.14 SEE SHT A2.1 f SEE SHT A2.S4 f SEE 5HT A2.1 f .. l ,� ❑ �10 j LOBBY = = + ❑ ❑ cV w I i 0 Y� OC? °a❑ i. T a `` a© ❑ Q© ❑ ❑ as ❑ oca -° A4ju H ALU F 06 UNJI IT } rt 1 E SEE SHT A2:17 E °° ° °O ii�a f I _ IE Z #2 ❑-EL— jj FA IN Q r j H ALLui 1 ELEV. s 4 AJ UNITw UNIT UNIT UNIT UNIT B C w c _ SEE SHT A2.14 SEE SHT A2.1S 1 t __._.._ . _... _ B SEE SHT A2.14 _ ..�,_ _ .. �:.,..,..,.. ,. .., .. �,....,. �:-n,.... _ _„N .,. � . ,.... - ..� . � . _. _ n.0 SEE SHT A2.14 SEE SHT A2.14 SEE SHT A2.14 V _ § r I SL r �3 ❑ -100 It �. ~ .. I Igo a f UNIT I BLEJ < � d I SEE SHT A2.14 ( i UNIT SEE SHT A2.17 )F _ SK LI GH T CHK D: I P.M.. P. A. PROJECT NO.: I 3O a o 30 v' zt a UNIT 0 yr �! • ;. _ E � Q it E SHT A2.17 5: m lY a � UNIT UNIT UNIT UNIT Lj 32 .- NIT C B B B B. SEE SHT A2.14 SEE SHT A2.14 SEE SHT A2,14 � SEE SHT A2:15 ° y SEE SHT A2,14 SEE SHT A2.1.4 x r ELEV. 31 31 ❑ # + + ❑ c�" M . 1 0 0 ❑❑ w- : ,.� o ❑FE Ia HALL den kin L I °O - ❑ o° QO TS ❑ 1_ TRASH ELE 40 r1611o100 1 F--1 0 z 40 , 0 t �' (y- f (� _ E�Iw I I I w ❑— 77- F�am I _. s 7 - o c) �-01 > UNIT W U UNIT UNIT UNIT �31 UNIT UNIT UNIT B1 B1 E SEE SHT A2.14 SEE SHT A2.14 SEE SHT A2.14 SEE SHT A2.17 f L B B 2 pry SEE S �--� aJ i T A2.14 SEE SHT A2.14 SEE S 2 A2.14 32 32 °� MORTH 1 31 31Y PL,� O _F1., { ( j L. FTSI ADE r 01 Ir i I . THIS PL APPR NLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. E11 ❑ 2 E13 E14 E15(E16)E17 E18 E19 E2C} ALL O E 2�A TTER ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER I � BE1NG•� A E� OR CCORDANCE WITH APPLICABLE CODE.. 50 5 r' 131 5 16 1 7 18 1s I u 20 30 10 UNIT UNIT Bi B1 SEE SHT A2.14 SEE SHT A2.14 3" W6 . ............ UNIT B1 SEE SHT A2.14 IL 11 UNIT UNIT B 2 B 2 SEE SHT AZ14 SEE SHT A2.14 00 00 1090 =LZ Uli E H UNIT ALL SEE SHT A2.117 0 1 1 F1 kZ1. El N 08 H KIT. EXHUST ) V. 00 1 I � �J (D ELEV 93 10 #1 > /N- [E— &E )L 0,E] A VgH 0In n 00 v U. T50 oat - UNIT UNIT UNIT B SEE SHT A2.14 D B UNIT 'SEE SHT A2.16 SEE SHT A2.14 D 0 SEE SHT AZ16 Imo - Fa OIL I IN 77 noil UNIT E SEE SHT A2.17 0 0 UNIT 11111011 BIT SEE SHT A2.14 UNIT D 1 SEE SHT A2.16 UNIT UNIT B B SEE SPIT A2.14 SEE SHT A2.14 "o SUIR 0: wFo -E El oQ QQ01 N=F IELp- e201 HAL 4 ziu 00 L lo 1 00 v v 0 z v 0 fin, GUEST UNIT .SUITE B SEE SHT A2.13 SEE SHT A2. 14 5 UNIT UNIT B2 B2 SEE.SHT A2141 SEE SHT A2.14 E7 VESTIBULE FC-01 ELEV. #2 W HALL ELEV. #3 (�04 SEE SHT A2.14 ty vQQ 30 aJ Ity (f) 0 (o Zj- fa�.-N U z 0 04 7 < CL 0 LLJ < z cr - .2 < 2:. W < N Lij N T L.Lj C14 ch < CAI uj 42 4 o CJ) •ig Z 0 CHK PR,OJECT NO.. • z 0 cn cf) THIS PLAN IS OVED ONLY FOR WORK INDICATED HE APPLICATION SPECIFICATION SHEET. ALL OTHER AeMR SHOWN ARE NOT TO BE RELIED PEON, OR TO BE CONSIDERED AS EITHER BEING APPRO R IN ACCORDANCE WITH APPLICABL DE. 50 18 19 ~ ` ^ ' ' ~ ` x � *~° ^ ~_ ` � � ~ ~ * - }1O co In ui ui CD PROJECT NO.: 40 � | | | | | / \ � | Lj | / -- D ~~ | | / » LLJ | | ' < i i LL' Li 0 ' LLJ | ��. ' ` | L.Ij LLJ| � / | | � ry, � ~~- | | / --' | r-- � � ` | ' | | | | ' [ | / ( | / ` ywl 1 W72 (Wl 3 14 WT5 jw 60 YW17 W78 jw 97 jw 07 � Twi TW2 V7 110 FE T/S 10-10-01 co0 C)- 7D ow Lli U z z < 0 a — Z L.LJ < CA. < :E < W VB <c 04 Lli ter 04 T_ z C14 < C) 0 Ull con CA Co. cl) 'r." C-4 , Q, F- CHK'D: RM, PRJ'- iv -'CT NO.. 0) CN 0 t= , lir IN tf eft i PROJECT NO.: • • • 40 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODE. 50 Its st, yx tf to- -of - r2,4r-o I THIS -PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODE. An MEN 1.4 EN 9, Lu +5 F— A 9 0 "n "'o A CHK'D: R.M. R.A. PR OJECT NO.. 0 IN. U cr_ z 0 0 to 1 V) t= T LZ-1: LoiL <11 LLJ �z -i I M 0 0 ctf m < Li Li- Z < >_ LLJ < ly —i -i U_ -i I CL Ld b m L-Li < < c) I. > 0 Li 0 I V) 0 ow Lij 0-- a Z CC4 D z < __j < D 2 F— 4 C) Z a. _j Q:� z <:E CL < V) F— C) 0—'-o Lij <c C14 F— C14 T- L.Lj Z = 0 N Cr- < Cf) CIO) ch i E CJ cf) LLJ z 0 0, ---- m < ui � L U 0-- WLJ LLJ, m LLJ Li q f 24> 0° 24'-0° LO 11 24' 0" 24'-0„ 24'-0„ 24' 0„ 24'--0" 12' 1„ 18,-11,• 9,-.8 �.....�--C.�4 p 2 31 i CN 401 21 s— 0" � A.3 � �3 �.I 24 0" 1 M ry C 24>-0„ 0 L' 24'-0" 3CL 3 .t3 o Ld ' I t ... BE { �ft� v .etc? BEDROOM p �w R( �e j f LIV DINING j LLJ N CO( �i! I a , q.� irk ------------ T4 KITCHEN t �`a F� 1 0 24'-0" 1 _ 33'_6" JIN' IT-C1- uj F� f cra A 12 M t J , 10. —i . Wi 9® 4-ok 9 mw, —> L LLJ 0 `\ I a M, ME 0 co 36'-0" 7- UNIT-E I ! I' F) I 1 t.oj I L -ro 1-40Taa ffl� I lNi"I T " D''MKc�SZp_T_ PTHISawisa +.�oTto ull lf%Nl T E 2" - 17 4, W-11W1,1111115"M --T MLIQ I., vi m V'j 12 13 14 45 16 17 18 19 m �4 go a_ CK �n 0 0 Z LLJ < V z < CL V) C) LJJ C14 C14 .0 0 L-Li Z 0 N < C/) w Rs 57 0 -sz z- _2 LL_ _j z 40 0 0 ry m < Lli _j 0 Ljj Lij m > LL_ CL E 21' Ji OFFC_..._ . 31 401 MAIN KITCHEN- 3 G -- t� 4 -A 4 r Y -.CAFE/ A k CREAM PAIRLOR-, `t, PRIVATE DINIH, mot« s .r► are :.r �► • aYM► s 5 ., s _...__..___.. _a # I10 1201 Y ,l i w. 0 `� F C LJJ W ui t w p., PROJECT NO,:. 3 I t dt zy � y C) { gs qw# W�r CL pp4LppgqR R c 1 # 1 LLJ z W �qy �,..&..�.: M C.A..... 1 NV � � � Li— i L Ld LL'� o ' - ;p�p�on IL.LJ;J left c +� e #0-q-0, 1 150 �i E 22 c. Ecto 12 13 14 ........... 15 16 18 19 0 Imm" 9 a V) CL to cr-, Ld z U C14 z < i < a-_-, —D 10 < (44 < C14 ::5 C14 T- 0 z If < 20 N CHK'D: P.M. PA PROJECT NO.: cj F- z ov) LLJ 5; <—j 0 Z < L > z 40 M 0 o m Lli < LLJ Ll— 0 J JW ui m Lu LL— R -ro C V i W ► o k 57G'�c�"2S A It 6 s ,fit i "I.- U-4— Mt-0 �+'®r # . �. asw ar � �mr �. � � .. ,. [ ...:.. { w.ag r . .!,'"'sae!+.. /�.� .. •"� ( i �°'l _ _ Cam. _ ,: + 1✓�.Ct . to w Ll cb 10 i —=:f=z iT 2i 1 ( i I I 1i1 I IL F 13 14 t cl : r. 40 m=-1 i im 0 5 16 17 09 opli, ------- qM/ -4 - A-W 1�40p!��40POA TPAWSf0M "M -7p oz, C..Ar;o;�kA-r LISA I I SA Hop 5�0' 3 -IS611,144;. Z-A- 3- _pood • I t3ca -N- *43P Qz to V 5/'4rpc� 7 110il: ----- ----- (S4 40 J; 77T77 n24 42(ftn A 4.1 01 i'A Y'4 t llpA T L 114, --- --- PA Love c"p y. ', . .. .... locK - t OA R Al A- rA"- 10 IRS- 4'' . .......... rf e) t-'Ac� AWP) CA 1#4*<-.r2xq �.v . .. ...... M g MA ilk IF - I Es"khm - E 20 No MEM 50 0 CHK'D: P.M� PA PROJECT NO.: < • < M Uj z ov) < Z V) V) < 0 a 5-: M 14 LJ --j z LjJ '� 0 M, o Of < < uj LALJ o . UIJ [-- < Li 0 c) > E -2 f E 'ToC WSEErOSE ZY SO GEM �AD CONCRETE TRWfORWER PAD 4. 0 M-WL04 ING lfr WOE stop w a w / f O ENTER as RI-Ist IN 5e692.72 E 4,229.81 o PROPOSED GUIDE RAIL N 5,744.97 E 4,20&27 LIGHT POLE WITH DOWNLIGHT (TYP-) Ertl Attar+Ali ad rive. Meta, Comm r* 0 Pod stone ,Vat t 73. 6 7' 160 0, 730 SqL ft. SERVICE GATE CARD/ CALL ACTIVATED O� / n 9 6, ORB srA rt. 1 lao 80 I 774eg 4,016 SO rt 0, 333 sq pt. B04 5,107 s4 G 179 t to "--LIGHT POLE WH DMLIGHT (TYP-) PROPOSED GUIDE RAIL :PROPOSED RETAINING WALL (BY OTHERS) 57 75 Stone m N 8,270.14 rl AIM AQ /V 6- w C 0 A/ /V E- C 7- f C U 7' SITE PLAN SCALE: 1 1-011 = 401-011 , 11 '111. -`-, a I �i cn rn uj 4:s in -r, z CHK'D: PROJECT NO.: • F 77 A tom` L Z)I 4 L4 tOw \,vtTH owWWr:L LOW. SA"-- T 7C LAdl Ck er TV of Ut 7 495 ZOWAMW 10 L 12 13 2 -3 "a Tom` S L ME 0 :WALE-- M. 40 1. c-VML 14 *5 16 17 18 -=z- Vv I-E - ----- F Ao;z 4-7 I�zkrz-' -Z ....... ... I cj) ui C) cf) co CHK'D> P. M. P. A, PROJECT NO,: cq" tzcn U.1 ix Uj m FI 10 Z --j 40 LLJ �Z C) m 0 cr- C) LLJ 0 Ld Li E -271 12 13 I mm� 10 401 501 El (aD E L3 0 11 12 i E5 CE E6 7 I E8 MSC*MICAL couTlkA_cMofk To =9PIN M__ %qqiA uAMpki. CAMTjt4CToN 1,ocAT04 s OF Al L OKMI_00. Mavlv��_ W q,; M,U. WAA4 WIV D='towwws THIS PLAN I$ A PROVED ONLY FOR WORK INDICATED ON H A,PPLICATION SPECIFICATION SHEET. IALL OTHER 22T rSHOWN ARE NOT TO BE RELIED Ft, BE CONSIDERED AS EITHER BEING APPR IN ACCORDANCE WITH APP�J-C'6A8, E 9 17 18 Im Keel FM 40 0—O 01 00 W LLJ Z C4 z < < Q:� (L 0) Z LLJ < C) Z < < V) F-- 0::� - LJJ c <0 N N M.c w is LLJ Z c) Fg * W < C/) LU 0 CA c/) co rN Ms/ z • PROJECT NO.: tr .n I - 1 I I l w _Lli 0 l ( mLL i 5 W l �C E t:y..LAJ , J j U-.l._ .j II } l I ! 1 I ( _ 14 16 17 I TA 1 11-07-01 1 • V) 0 rilla z CDE Z I < < -J 0- ry- z < CY-S Z < cy-� Li LLJ T < PROJECT. NO.* 14' 12 13 17, 19 f _f f f I - MATGN W ga ( ( I s f ( R.- to R-11 f I f FTR IUNIT r'ttt. UNIT UBNIT ( SEE SHT A2.14 16 0 SEE Shad' A2.14 SEE SH7 A2.14 PT 10 I� I r t KE T i 21 ( :1 zk20) Ct2c oo c) o® oo' f t ` I *>Alt t I t ( ELE.V.. uVAc 1 Ctxas' ( HAW ( ELEV. ( #3 box' � � xIa 32i�is3 UNIT ' E SEE SPIT A2.14 I o a 0 1 a 20 o a $H rn CARDS f a f Iura a ®�Z7 I ( C �A,T 14 Uu . k1- ,at2� j { I ( ADavE ( a aC) { SQ .( rtAM 4a� { gr 77h_ o I _ _ Np-b I ' L 8x6 $TOR. f ate` I UNIT UNIT ( B B I SEE SOT A2.14 SEE $HT A2.14 12 ELEV. TE ^ I C 420i R-12 R f3 �t 41P-b i�P•>3 UNIT UNIT E32 B2 SEE SHT A2.14 SEE SHT A2.14 4iT1 .4., r t 4 T& ,� + 2 16 oo' 40#r H AL.L 24x 1a:> iR 65�► caw+ �00, °Er ,t R• 14.IS R-too Eoo�o=sue t.-....i '� •t k ' UNIT UNIT UNIT B1 B1, B� SEE SHT A2.14 SEE SHT A2.14 SEE '$HT A2.14 R-17 { E=E { vV1 Ki~ Kt (624�ols 21 (kzpy I ,mot t A)NIT, UNIT B SM SHY A2,14 SEE SHT n. W R : 23 e t R 45 R =4► R 47 1 1�P a UNIT UNBIT UNIBT SEE $HT A2,14 SEE SHT A2.14 SEE SO A2.14 C1} IAFT OPEN C�3 + f TO BELOW' + Yjv 'SI I UNIT ( I UNIT UItitT 82 B2 SEE'SHT A2.14 SM SS"T A2.14 UNIT B,( SEE SHT A2.14 a ( s. I HP-$ SEE SLIT A1.14 .......... fik n?-1.7 I { 0 F — Of 1_011L I 044 R•5�+ C IA I ouT y D 'E �5b FDSa + SEE SHY A2.11 �$ �� Icy i E E� "Age Aft I UNIT M. SOT A2.1; � . 3 i Ck2o -h,-1 20 - C HP_A „ R- 22 �I�I�I�rlli�i�I�I�I�Pl�l�lll�l�l�l U14. I ' I f I f { 1 I � ( y f I I f { I � I I 1'. 0_tctr7fi IN a D! ai0 _ aiP a ,a G SM '$HT AZ I? I fy - I e t i LIJ L r t - u_e z 0 Q 1 I f THIS, PLAN IS; Af'I ROVED ONLY FOR .WORK INDICATED ON THt APPLICATI'ONL SPECIFICATION H , T. I ALL OTHE VATTERS SHOWN -ARE NOT To BE RELIED I PON, .OAR TO BE CONSIDERED AS 1 , ER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODE. 5 n V) :D (Y— ui z 0 C3 z < < —j CL ry :D C) F- Z L.J < C) z Of < < z F— Gi LLJ:g r� F— < a CHK'D:' PROJECT- NO.: dh UL LLJ >- Z Y. z OD � Cl- fare J co Z 0 4 TS 1 /24 /01 I I 14 $ h 17 10 �m NGTRIS -PLAN IS APPROVED ONLY, FOR WORKAN01CATED ON THE APPLICATIO.N,,,-,,-SPECIFICATION 'SKET. ALL OTHER MATTERS SHOWN ARE NOT TO 8E RtUE'D;UP R T,SE CONSIDERED -AS E[THER-, 0 APPROVED f r- vQANCE WITH y r yBLE 7� ia T5 It. 07.01 TIS ` 10-10-01 CL 08 U) z Ca ; Z < < cl *. Z ♦ Z < <C U} F- F-= U � H Z W H < i ��1cw t � , 'RROJECT 1�l0:: LJ I f W11 M tCH LANE BRIDGE I W12 R12 W15 WE W21 W22 � .., .-�riY ��.. ,'i; + ��` ! �.^R� __..—: ��, � ��. � 'i � .: : tiAf: s � � i t �r i vr•.: rev>•. { �� -. y � v.:.i�.�J ' Ih1 ` ,� � ®c�► wMEW. IMAiilm-11b.M!, I � ] 1 11�.�ill lip► �1't► w■r®t �r• ��-r�� _ ri[, a t L ,.,�.at �,� � � .."RAM,l1M KININ . r €rr.11r vikM� � � �I.� _ _ ... _�.o_ .....�....�,,.>�..�� . , a I1 ,.,.. 111041 F II, I f r 1 i I CK 00 W r Z .J < J < Of CL �- Z 04 Z, < < w ZC? _ z U -�q �NkT SEE SHT A2.14 f p, SEE SHHT AZ17 PROJEC T-iY - • ®fir;. r , i t t. !t MIS1 . . �.,..,. ..:.ems: r.-. _�. . u c. ., ,. ...� ...�: is Is11lR��ilIlRw,�I,C�e ..., . �r�?.. . . .. .._.. � e i r 4 Ohl III � l� t y� y 6 .smtl w �rmret0 ® Y I ____._� iIL � �eaael /Mkv .�.�_. I ii 'a s . , iii�1 ..._._._ � .. (. 8 11�llli -- t �r 1 jay M .r yin • °ME1 ♦' � .: _ -/(j'y$am�. ��. r � P . ! .� �! Y w_ •' inris.. � ® _ .. r !��' �' 1' �� _ vDr�ie �rl 4 al t 1 " i , Cr">�i ► .% A . .... t M ntlx� • D 4 t jr o .. y • i _�. tic �� � ., ,. .,. .d�a FPWI 9 i r • " .. MAP, LA .� /� 1 ._ b r1 f Me a l 11 j r F . PIr .p.ta IWA i +� I I DWI ti P ,.�. r l li��ti r w� �►.� _: �l � �• ;. � 11 �����— , {jl i UNIT 'I I . AZ 14 s 1 Y 1 v THIS l tx : , AFPR NC.Y FCt;C_,lCAT # Pit -1# AP'LCATION` SPECIFICATION. SHEET. 1 1 11 _ 1 14 E15 16 E 7 E 8 E19 E2Q ____ _w E E12 E 3 E E _ ALI.rM ..fiE R�TO BE CONSIDERED AS " ETR -- BEING -AlD OR C��I�AC�NTH.-A,��C`�L£ 50 3 14 _ ..:.. _ ._ 16..... _ i i i r i i 1 7 18 I I I . I I I 40 _ _ _ I I , 9 i2 3.. } 10 tq , MM =1.r 6 ('....10 11 12 14 17 .18 19 T % 1/24/01 a Tea 11-07-0I t T/S 10-10-01 CL DS DS fy S DS DS N Q �D Lo 6 D`� DS t1D � 4 z C _ rt�cc��p 5 tsNtt CKSt�-1 � cj,- z w z i T .. 7 to Ts4 K 10 i 10 •1 � _ sae m L __®_.�.. 6.12 o ``SI ® 7 za Ds R"1 op 01 44 { " 1 N (. _ s Q �44 "L j � 4"/1,-O" , .4"✓1'- 1 /4» /1,Qye 1 »f1r~®n f I ROOF OF TYP. U.N.O. . ,it `tyrt$3 _ �.. .... } I� - , ull"a+. I�AVITY_R �E�ittt.AToRC�t`AtR+�U lr'.,, �, 3fx F Gt+� iEV O ��• 22 boa 1 �- } MOT ,xv uaAi w .+ t' i �i-�1 a X,z `` "~ �—� Ott; - I + � � I 1 ): ` f i :� �. z , • Tel*' �a ¢.. _ f. .� j N �, t« Mti OD OD l ,. EF • t �1 ZZ o -� GRF.idHEGK titertrJi.6I-g w :12 1 . �.. � 1 1' � 3,2.�F TM�►T AREA > WRFita ' Iw 1�401PSL Flo, �r '�R VI t'MI4�1�t �M.F t7E ! a'eRot ti.�D �,Ya AS f c� RER S1Z� 24x`� Eh1 ��• I - w'Rt VAMpEER Ceti'_ co ,�, E s Gam`(: �1� +� �I. }4CG'�T -i1i�.� x� ,.��z.. w1 cf) FIRESTOPPING GI^ GPM 20 •.. 20 DS 1. DS DS i DS N CHIMNEY. FOR I HVAC EXHAUST. ua TOP OF FLUE TO o ¢... .:� r 4a i BE 2'-0" ABOVE i TOP OF ALL PROJECTIONS WITHIN 10'-0" REFER TO- SHEET A2.12.11FOR "LINK" ROOF NOTES: T ' N g ~ TYPICAL ROOF NOTES. - NO MECHANICAL EQUIPMENT � •' 'ram { as t° GC TO COORDINATE EQUIPMENT TO BE LOCATED ON THIS ROOF. KALWALL ° DS LOCATIONS WITH CHASE .LOCATIONS -- VENT STACKS TO BE KEPT TO A SKYLIGHT DS SHOWN ON MEP, STRUCT. & ARCM MINIMUM AND RE-ROUTED WHERE 1 /4 4"f1'-0" SYSTEM 1 f'�"f1 " I DRAWINGS. POSSIBLE. ROOF TO BE BALASTED. CHK'D. . I l —i *� P.M. P.A. PROJECT NO.. 01,IL � OVERFLOW, 30 SCUPPER (,r- I DS DS DS DS DS N �. r 6:12 ��► z VI 'ttt.ATORO Rw ,{2sm;ai', Ril �V'1'Ttit N N , N N . « us F- .- .- _ V s MOTORS per• . CAI�'CN+D4t "` b I � ��u � EJ� 5M K1: T- OD OD OD 4 OD u : 1 _..,� j I 6:12' o O �„ I -' OD ti, .— 1 ► I I V1 Y . RE�I.10 I ` TIL T R. ;P ;d �'i `� "� ; _ H " Matt. F14t ` OF EO 3 tax lout , : �a ca - r � A_ I +\-I s OIL. SIZE V"x as f - " » f r, 7 - 9 Tq R 36" TY RAIL " ?H 1 MIN. AFE 1 fq»f1".. " 3s H. sAFET1 L _ V N : u ,r - „ <_ s a •:ace . LL— ifs HIGH SAFETY RAIL - .. .°... 40 :x .r I k # 40 Y -i I -- LOUVERED VE�1T AT REAR s:12 WALL OF PITCHED ROOF (TYP.) ! •,y - LOCATE; BETWEEN TRUSSES I \ 6.1 I po 6:1 SEE DETAIL 22/A5.01 IS DS _ w 6.1y : y N .- ,. cii ty (,D ,1 N N { r- 6;S J i ♦�y/qt i - EY, PLAN r. s:12 s I.� DS ` = DS t _ 0 .. - ". _ DS S ; RIGHT SIDE 9 7 f THIS PLAN IS APPROVED, ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. M-6A 61/2. 12 AL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODE. 1 II 501r _ _ 50 I10 i' 12 13 14 5 16 17 18 . 19. EE 10 12 13, 14 : 5 16 T/S q 12 4 10t_ T5 T/s 10-10-01 110 �K#1 �lm THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. I ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER iJ WEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODE. 18 19 a_ ZD V) X C:) UJ ry a z z < 0- r F- Lli z < < Lli cy- F— < C/) o( on tv 'rA z al � m On f"4 z WIT, PROJECT NO.: M tl 2 II uj 0 0 Cml'- z < < Li >- < j- 0 LLf, > LLJ (D 0 �i' IN Em m m 77 RWIwtwmwlA Mmi M m m m m m m m m m m m m m� m m m m m mm m m m m m m m m EE Ntm�MMWMW1PAMa F I I I I I I 1 4 1 1 1 1 1 1 1 4 1 4 1 1 1 a 1 6 1 1 1 1 1 1 a I I 1 9 1 1 1 #_� 19=11A TE- I TE-2 M__3 _Tj_-_4 TE-5 IE=f TE-7 �-8 TE-9 TE-1 T9-1 I 13 TE- I !E-1 -TF.=—l4A EF-7 EF-1 A 300CFM 450CFM 1, 1 50CFM 400CFM 400CFM 550CFM 300CFM 200CFM 650CFM 550CFM 400CFM 350CFM 400CFM 300CFM 500CFM 300CFM 750CFM 300CFM ----\ ----\ /00 112x6 12x6 12x6 FZ2 ROOF 12x8 1 4x4 14x4 12x6 14x6 12x6 IM 12x6 12x6 14x6 12x6 4x6 12x6 14x6 14x8 148 12x6 14x6 2x6 SX6 12x6 14x6 12X6 14X6 12x6 IM 146 12x6 12x6 12x6 14x6x 12x6 '�24 rrT A A V I I I- ::;--7 Ej A LI (150) (50) (50 (50) (50) (50) (50) (50) r12 (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) �j (50) (50) (50) (50) (50) (50) (50) (50) (100) 1 OX8 i COX8 1 OX8 1 OX8 1 OX8 x 10 1 OX8 1 OX8 1 OX8 1 OX8 12x8 1 OX8 1 OX8 10X8 M 1 OX8 1 OX8 1 OX8 12x8 12x8 1 OX8 12x8 IM 12x8 12x8 IM 1OX8 1 OX8 12x6 1 OX8 1 OX8 1 OX8 1OX8 1 OX8 10X8 14x8 I Ox8 lOx8 1 OX6 THIRD LEVEL 41 FD (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) _H (50) 4 V (50) LW::;;=�� -(50) :p (50) (50) (50) (50) (50) +i (50) (50) (50) (50) (50) (50) L I (50) (50) (50) (50) _w (50) (50) (50) (50) (50) (50) _H (1 3) (100) 8X8 8X8 M 8X8 M 12x8 M 'M M M lOX8 8X8 M M 8X8 8x8 M 1 OX8 1 OX8 M 1 OX8 1 OX8 1 OX8 1 OX8 1 Ox8 8x8 8X8 8X8 M M 8X8 8X8 M 12x8 X6 M SECOND LEVEL FD _4j FD -4-J FD FD _4.j FD _j FD =J� FD _4j FD FD _j FD FD _+j FD -4-J FD -4-1 FD I FD Z.F� _4j FD FD FD FD _.j FD _.j FD _j FD LH ov (50) Lt-i—w-+- (50) (50) L�i -0 (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (150) 12x8 8x8 M M M M M M M M M 8X8 8X8 8x8 12x6 MAIN LEVEL =P FD FD =H FD H FD(TYP.) FD A! FD FD FD FD FD FD -41 FD FD _.p FD -4-1 FD (50) (160) (50) 1 (50) (50) (50) M (50) (50) (50) (50) (50) (50) (300) (50) LOWER LEVEL (150) (250) (150) (250) 50) I 1:0"L4' &J:X'Lla Q fAT i A 'VE NOT TO SCAI E /TE /TE\ TE /TE /TE%\ /77P E 7 /TEN 77 77 /TE*\ /TE T /TE /TE /TE\ TE /rTE\ TE /TE' TE 7- TE TE /TE \ TE \ TE \ TE 36 T 38 40 T 1 42 T 4 45 T 6 7 49 T >0 51 T' 52 55A 56 54 57 58 59 iE_ TE-2 300CFM 450CFM TE-2 M__24 300CFM 450CFM RTMEM TE -2Q TE-21 4000FM 350CFM TE-19 450CFM Frim"; /TE T /TE TE\ 60 0 62 wfam TE _7 TE TE TE TE /77 )3 64 65 66 67 68 TE- 1 600CFM EF /EF IE=1.56 EF-$ EF-9 300CFM 450CFM 550CFM 6 64_9 ri ROOF L----J12x6 t4x6 12x6 12x6 14X6 i2x6 1 OX6 1 OX8\ 14X6)OX8 12x 12x6 12x6 144 12x6 12x6 12x 14x6 12X6 8x8 1OX6 12x6 1OX8\ 14X6 14X6 106 12x6 12x6 14X6 12x 12x6 12x6 IM 14X6 12x6 I x It x -0-4- + _A50) Lt-i +1 -H -H -0 (150) (300) (250) (50) (50) (50) (50) (50) j (50) (50) (50) 12x8J (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) / (50) (50) (50)x) (50)/ (50) (50) (50) 8X6TR 12X6TR 12X6TR 12x6ji 12x6 JVFD(TYP.) 12x6 l2x6 8X8 8X8 8X8 8X8 IM 12x8 12 12x8 12x8 12x8 10X8 1 OX8 1 OX8 1 OX8 1 OX8 1 OX8 1 OX8 1 Ox8 1 OX8 1 OX8 1 OX8 1 OX8 1 OX8 1 Ox8 lOx8 1 OX8 1 Ox8 1 OX8 I Ox8 1 Ox8 1 OX8 1 OX8 1 OX8 1 OX8 1 Ox8 1 OX8 1 Ox8 1 OX8 1 OX8 12x6 SECOND LEVEL FD � F D 41 FD -4J FD (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) r8,x (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (150) (150) 8X6TR 8X8 8x8 8x8 8x8 8x8 8x8 8x8 8x8 8x8 8x8 8x8 8x8 8x8 8x8 8 8x8 8x8 8x8 8x8 8x8 8x8 8X8 8x8 8x8 8x8 8x8 M 8x88X6TR MAIN LEVEL FD FD FD -4j FD Fl) -4J FD --Iti FID -4-1 FD -.1-i FD, =4=j FD _4j FD _4j FD -.1-i FD 4_11 FD _4j FD _.LjI FD _4j FD FD FD _.Lj FD FD _jj FD W FD FD _4j FD _.W FID _jj FD _J_j FD -41 FD LH A If I .-A (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) (50) ((50}LOWER LEVEL y M : VX am M M W.Al I *kM IQ M: I *kM 11 NOT TO SCALE r---"% KE KE KE KE / 'KE — KE 7 EN / KE _7 KE /TE KE ...... KE KE /KE\ KE T'\ KE KE KE KE KE KE /KE\ KE KE KE / 'KE KE KE 'KE KE 'KE /KE KE / 'KE KE — KE — KE /KE\ — KE t---% — /' 'KE KE KE T KE KE KE T KE KE KE r---% KE KE 3 4 5 6 7 8 8A 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 T32 33 34 TT 5 6 7 8 9 3 A 1 2 3 4 5 6 7 ff---1 E"_ -L EL__4 E."_ EE--1 KE-9 EE--J-Q EE--U K L_-1 2 EL- 14 360CFM 720CFM 720CFM 720CFM 600CFM 720CFM 360CFM 840CFM 1080CFM 960CFM 720CFM 720CFM 960CFM 480CFM 12X12 12X12 24X ROOF 1 OX8 1 4x6 12x6 12X 6 1 2\� 1202 12x8 12,x8 14x6l2Xl2l 114 14x6 14x6 I x x x x x 6 12x8 x x KE-2 KE-12 840CFM 2 16 12x8 �i v - -H -H_H A A - V L i 720CFM 1080CFM 720CFM 840CFM 600CFM 720CFM 1080CFM 720CFM (120) r (120) (120) (190) (120) (120) (120) (120) (120) (120) (120) (120: (120) (120) (120) (120) (120) (120) 1 (120) (120) (120) 0) (120) (120) (120) 14x6 "�(120 24x6 24x6 1 OX8 IOX8 IM 10X8 lOx8 lOX8 1Ox8 1OX8 M 1 OX8 IM 1Ox8 IM IM 12x8 lOx8 1OX8 12x8 12x8 1OX8 1Ox8 1oX8 12x8 12x8 12x8 1 OX8 12X§ 14x , 146 12X8246 12X8 14x6 _=�T 246 14x6 146 12X8 14x6 12X THIRD LEVEL 41 FD �I J 14x6 7 12X8 146 12KXH8 12X8 14x6i 12X 14x6 24x6 12X8 AH �3HX8 .a - A lOx8 IOX8-12X8 X" JD 8 H _ --AV _ H4 -H -t� (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120 120 120 120 120 10 120 120 120 120 120 120 120) (120 120) 20 120 (120) (120) 120 120 120 120 () (120}(120}120) ) ( 12012((120) 120 ((120) (120)2 1 M M 8X8 M M M M M 8x8 M M M M IOX8 8X8 M I0X8 1 OX8 M M 8x8 1 OX8 1OX8 IOX8 8x8IM 10X8 1OX8 1Ox8 IM 1 OX8 1OX8 1 Ox8 10X8 IM M 8X8 M 10X8 10x8 M 1Ox8 10X8 1OX8 10x8 1Ox8 10x8 SECOND LEVEL FD FD _4.j FD ID FD FD _.lj FD 41 FD -4-1 FD Aj FD 41 FD _4.j FD _4.j FD 41 FD --p FD _4.j FD -.4.j FD FD AJ FD FD 41 FD FD FD - - (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (1201 (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) M M M M M M M M 8X8 M M M M M 8X8 M M M M M M M M M MAIN LEVEL FD FD FD * FD 41 FD FD FD -4p FD _P FD _-P FD FD t FD FD FD + FD FD FD FD FD =j=! FD -4.jFD 41 FID =HFD =H FD LH V I Li — - - - - V - V 20) (120) (120) (120) (120) (120) (120) V V (120) (120) V (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) (120) LOWER LEVEL Q4 a= FAIL . g a Zj &12 (:a 11 FAT NOT TO SCALE ME KM T/s 11-07-01 T/s 09-24-01 T/s 08-16-01 T/s 07-27-01 T/s 07-18-01 TlS 03-14-01 co III 0 cj) Z pq-14 cf) w - 9 z LLJ M 0 cr_ ca < < >Lli- 0:� (Y CD LL o Lo CD 0 Lli LJ_J (/) �7 All 0 V) M-7 DE DE DE DE DE DE DE DE DE DE DE DE DE DE DE DE DE DE DE DE DE DE DE DE DE DE DE DE DE DE 1 2 3 4 5 5 7 8 9 10 10A 11 12 13 14 T 16 17 18 T 20 21 22 23 24 25 T 27 28 29 K U-1 KITCHEN MAKE-UP AIR UNIT WAILTER (6,100CFM) INTERLOCKED WITH DE-1 DE,2 DE-3 DE-4 D ---5 � 0E-7 E2E �$ D. � E..152 -11 E2 -? 4 L? - RE=.1ST F_F-1 1,020CFM 51OCFM 1,020CFM 1,020CFM 1,020CFM 850CFM 1,020CFM 510CFM 1530CFM 1190CFM 1360CFM 1020CFM 1020CFM 1360CFM 680CFM 1020CFM 18x6 I 18x6 16x8 16x8 I 16x8 22X8 16x8 W1n (170) �Vvin (170) (170) (170) (170) (170) 12X8 12X8 12X8 12X8 12X8 12X8 THIRD LEVEL (170) (170) (170) (170) (170) (170) 10x8 1Ox8 1Ox8 1Ox8 1Ox8 10x8 SECOND LEVEL FD FD FD FD FD FD 170 170 (I -M (170) (170} 16x8L_l 22X8 22X8 22X6 16x8 22X6 28X8 16x8 22X6 22X8 16x8 22X6 16x8 22X8 16x8 22X6 16x8 22X6 16x8 22X6 22X8 16x8 twM VVw __.. "1Mn -LryM �..r Win yW„ lMw (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) 12X8 12X8 12X8 12X8 12X8 10x8 12X8 12X8 12X8 12X8 12X8 16x8 12X8 12X8 FD(TYP.) L vl, 4 YV�nr (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) # px$ #i 1 Ox8@ 1(1&J$8 Of�&8 4�iJ$ �� 1 px8 12X8 1 Ox8 1 Ox8 FD FD FD FD FD FD FD FD FD FD FD (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) 0 16x8 22X6 22X6 16x8 22X6 x 4 16x8 16x8 28X8 +V. � � �` win v� vW, 36X18 36X22 (170) f (170) (170) (170) (170) (170) (170) 170) (170) (170) (170) 18x81 18X8J 18X8 18X8 18X8 18x8 16x8 16x8 12X8 12X8 12X8 16x8 16x8 16x8 12X8 12X8 12X8 L VWv + V W e e a (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) 12X8 12X8 1 Ox8 10x8 1 Ox8 12X8 12X8 12X8 1 Ox8 1 Ox8 1 Ox8 FD FD FD FD FD FD (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) EF-1 BUILDING KITGHj KI"�'CHEN EXH. FAN (8,750CFM) BUILDING � ING LAUNDRY EXH, C (1,600CFM) C�,ENf�A� EXH. (1,200CFM) 20X12 22X8 (170} ( ) ( ) } 36X18 36X22 20X12 22X8 1ax8 1Ox8 1Ox8 10x8 1Ox8 1Ox8 MAIN LEVEL FD FD FD FD FD FD FD FD FD FD !CO (170) (170) (170) (170) (170) (170) S KITCHEN HOOD 8"0 8"6 (600) START/STOP SWITCH FOR KITCH.EXH.FAN 1,250CFM (600) LOWER LEVEL EF-1, /(1,400CFM) (DISHWASHING MACHINE) DRYER EXHAUST AIR RISER DIAGRAM NOT TO SCALE DE DE DE DE DE DE DE DE DE DE DE DE DE DE 30 31 32 33 34 35 38 37 38 39 40 41 42 43 DE DE DE DE DE DE DE /DE\ DE DE DE DE 44 45 46 47 48 49 50 51 52 53 54 55 DE-26 1,020CFM 12E-25B 51OCFM D.E 2 1,020CFM 4 1,020CFM Fes-?, 51OCFM DE-21 850CFM 1,$� �1� 1,020CFM D 1,190CFM DE- I 2,040CFM QEy I Z 1,020CFM D.F 1 Z� 51OCFM ROOF 16x8 20X6 x 22X8 3OX8 14X6JL� 22X8 14X6 22X$ 1618 22X8 22X6 16x8 16x8 22X8 22X6 16x8 16x8 22X6 22'X6 16x8 2pX6 144 12x� 22X6 16x8 16x8 22X6 26X8 3pX8 30X1O SDH 18X6 18X6 16x8 (170) (170) (170) IFD(TYP.) (170) (170) ' (170) (170) (170) (170) (170) (170) r(170) -bv (170) .v^'�^+yA (170) (170) (170) (170) (170) 12X8 (170) (170) 16x8 (170) 16x8 (170) 16x8 (170) 16x8" (170) (170) (170} (170) (170) 1$x8 16x8 10x8 10x8 10x8 10x8 16x8 12X8 12X8 12X8 12X8 12X8 12X8 12X8 12X8 12XB 12X8 12X8 12X8 12X8 12X8 12X8 12X8 12X8 12X8 12X8 12X8 12X8 12X8 SECOND LEVEL 41FD FD FD FD (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) "vtAa (170) (170) (170) (170) (170) (170) (170) (170) (170) $x8 8x8 .8x8 8x8 1Ox8 1Ox8 10x8 1Ox8 10x8 10x8 1Ox8 10x$ 10x8 1Ox8 1Ox8 10x8 10x8 1Ox8 1Ox8 10x8 10x8 10x8 MAIN LEVEL FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD (170) (1.70) (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) (170) LOWER LEVEL DRYER EXHAUST -AIR RISER DIAGRAM NOT TO SCALE HVAC-1 (4,OOOCFM) HVAC-1 A (3,750CFM) HVAC-,2 (6,OOOCFM) BY, AC-5 (6,OOOCFM) + 6C- (3,854CFM) HNC-7 (8,150CFM) o a o 0 o a ROOF 44X12 44X12 32X12 38X12 22X8 22X8 20X8 22X8 850CFM 850CFM 650CFM 850CFM 36X18 3206 40X12 32X12 3024 3OX24 S/F'D S/FD S/FD S/FD HVA --3 HVAC--4 HVA -8 (6,500CFM) (3,900CFM) (9,450CFM) 0 0 0 THIRD LEVEL 36X12 36X12 24X12 28X12 28X12 26X12 36X24 36X24 22X8 26X8 20X8 22X8 2OX8 22X8 20X8 2OX8 850CFM 1,250CFM 650CFM 850CFM 650CFM 850CFM 650CFM 650CFM S/F0 S/FD S/FD S/FD S/FD S/FD S/FD S/FD 34X24 30X24 SECOND LEVEL 24X12 24X12 20X10 26X12 24X1O 38X12 24X12 24X12 22X8 22X8 22X8 22X8 34X12 3,000 22X8 30X10 20X8 2OX8 34X12 850CFM 850CFM 650CFM 850CFM 3,100 650CFM 2100CFM 650CFM 650CFM 3,100CF S/FD S/FD S/F S/FD S/FD S/FD S/FD S/FD S/F S/FD S/FD S/FD 36XIB 32x16 40X12 32X12 32X18 3OX16 24X10 22X8 20X8 20X8 20X8 24X10 20X8 20X8 36X18 36X18 MAIN LEVEL FD S/FD S/FD S/FD S FD S/Fp S/FD S/FD S FD FD F S/FD . - -- ------- ..a- -- ---�• -r �------ �--�r- �.qa- --- �+r ------ -----ram- --a--- -+�--�- 24X10 22X8 1,450CFM 800CFM 18X8 650CFM 20X8 850CFM 56X10 (4150) 6,OOOCFM 48XIO (2,700) 3,850CFM 42X14 (4,000) 5,050CFM 20X8 24X10 650CFM 1,600CFM 20X8 650CFM 36X 16 6,350CFM �5 11-01.01 T/S 10-10-01 T/S 09-24-01 T/S 08-16-01 T/s o7-27-a1 T/S 07-18-01 T/S 03-14-01 MIE =m 00 n o (!} O Li C>' L Z Z Q Q I ry a. I) Z LsJ d < c.t. d c C) a z 0 ry 0 Li 04 F- W F-- 04 04 Q CA LJ o � u ep ,.c� C z v Wo = s LOWER LEVEL ROOFTOP UNITS AIR RISER DIAGRAM NOT TO SCALE 50 50 10 rri '..'PROJECT r • .� - J t E 1 O ry ry Q < 7>-- W Ca W m 0� U � � > Lam. V ry `--- Q U M-8 ROOF ATTIC R-1 R-2 R-3 R-4 R-5 R-6 R-7 R-8 R-9 R-10 R-11 R-12 R-13 R-14 R-15 R-16 AUTO AIR VENT (TYP.) Q p R-22 R-23 R-24 R-25 R-26 R-27 R-28 R-28A R-28B R-29 R-30 R-31 R-32 R-33 R-34 R-35 THIRD LEVELr r ■■ ■■ ■ - • psit �- �- 1 1r ImamIr 1r 1r Ir- • 1rI�-r 1rrr�lrrlrr1r ♦ x . T< � T. Ta a . ■■rLS iacc_r■ fir • o il o I oil o il 0 0 0aa 1 =e i .- t 1 1 e i e IN-111,11111, rs�rrrrrrr Nil® ll o II I -II N-1 SoI MAIN LEVEL 1 ■toll loll i r i cc H i i • _ /��llt�lM � `�' 3i SEE TYP. s ■ �■ i ���� ����a�ii��e�ww■ww��rrar�������r�����E�sr�����s���rea�rwr�r��r������s�rr■ir���a��r���r������w�sr����c �r�■ ire ■ ��■ ■�w��■s "'fir � '"!` ,��►' ''�► � �► "— �► �! '� �! �' � �� �' '�' '� � #E • R■ • �/ • r #� . #i .• #M SEE TYP. DETAIL# 1 NOT TO SCALE i' UMIA11v Z>riLL TO OUTDOOR (TYP.) R-36 R-37 R-38 R-39 R-40 R-41 R-42 R-42A R-428 R-43 R-44 R-45' R-46 R-47 R-48 R-49 R-50 R-51' R-52 R-53 R-54 R-55 R--56 R-57 R-58 R-59 R-60 R-61 R-62 R-63 R-64 R,--65 R-66 R-67 ROOF ATTIC THIRD LEVEL AUTO AIR VENT (TYP.) SECOND LEVELit .: a . Ir . . 1r x .. .. Ir ♦ .. -im a . A w ♦ :. .: . a. .... �r .. Ir . w [r a ♦ .. w [r a . a A - .. a ♦ . r .:. .. . x rrrrF M ..vim MEMO 1� 1r 1r 1r it 1 ,0•11. ■■�r��•■�r��R�e■�������r���nrir�r�a�rr�rii■r■��������i�s��rr slrir ■It�1��t�, :/E► . r. �i�.,��#��r��/��i►��l�/��/'��/)N�M�►=�l��lrii�/I��fr� �i�r�+�������w�����■ ■��li�M�► .Ilii��l��/M�it4�Mi�■.�►!a.�u���i. r ■��■�w�»w���M ar�� ��� ■�� LOWER LEVEL i PROVIDE 3/4" DRAIN VALVE AT LOWEST POINT f UOT TO SCALE "I t;W�LSCK 1 "D I I 1 "DRAIN SPILL TO OUTDOOR (TYP.) I SEE TYP. DETAIL# 2 SEE TYP. DETAIL# 1 NOT TO SCALE TO HEAT PUMP CONDENSER WATER LOOP SEE TYP. DETAIL# 2 SHUT-OFF VALVE (TYP:) 11 /4': 11 f 4" B&G CIRCUIT SETTER (TYP) PROVIDE 3/4" ' DRAIN VALVE AT LOWEST POINT 1 "D TYPICAL D ETAI Lt"t 2 NOT TO SCALE HEAT PUMP UNITS CONDENSER WATER LOOP (SEE FL. PLANS M#2A&2B) T5 11.01•01 T/S 10-10-01 T/S 09-24-01 T/S 08-16-01 T/S 07-27-01 T/S 07-18-01 T/S 03-1 4-01 r4 1 m 40 W cn PROJECT NO.: ' .�4 • r • i i ry M O Iy r ry m 0 >W- I W Q C .I W 0 Li.1 W < Q U U7 .-_, 0 f-- Q M-9 M N 50 Cull 1JIG s 1 r r r! w t • w d r • ' i / l � • ' d i � d � � • ' 1 '� •�. a 1 ���• t r! d 1 r • ' ■ w t� / i • '• i r t• d i ' ' 1 a'i ! • ! ' a •' �.. • k 1. 1. 1 • � � �' i ! w l.. ! t r 1 As • w •... d • ' ! 1 • r !w � ■rrlr• t a a �'' ' ' • i i !r ! a • l.. � in " • 1. UPON COMPLETION OF THE REQUIRED VENTILATION AND AIR CONDITIONING SYSTEM, A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER SHALL INSPECT THE SYSTEM AS INSTALLED IN THE BUILDING TO CHECK ITS COMPLIANCE WITH ALL RULES AND LAWS. TESTS OF THE EQUIPMENT SHALL BE CONDUCTED IN THE PRESENCE OF SUCH A PERSON TO ASCERTAIN THE AMOUNT OF INTAKE AND EXHAUST FOR EACH ROOM AND TO CHECK THE PROPER FUNCTIONING OF ALL DEVICES. 2. THE REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER IN WHOSE PRESENCE THE TEST OR AIR CONDITIONING AND VENTILATION SYSTEM ARE MADE, UPON COMPLETION SHALL FILE A CERTIFICATE STATING THAT THE AIR CONDITIONING AND VENTILATION SYSTEM INCLUDING FIRE DAMPERS HAVE BEEN INSPECTED BY HIM AND MEET THE REQUIREMENTS OF ALL APPLICABLE LAWS AND RULES. HIS REPORT SHALL ALSO STATE WHETHER OR NOT THE TESTS SHOW THAT THE AMOUNTS OF SUPPLY AND EXHAUST AIR COMPLIES WITH SUCH LAWS AND RULES AND THAT ALL SMOKE AND FIRE DEVICES ARE OPERATING AS REQUIRED BY LAWS AND RULES. 3. ALL DUCTWORK SHALL BE HUNG IN A MANNER APPROVED BY THE DEPARTMENT OF BUILDINGS. 4. FIRE DAMPERS SHALL BE PROVIDED IN ALL DUCTWORK PIERCING FIRE RATED PARTITIONS. r, clkint/� 117"1017' hAd/h(-mc, f'`L.:IAI t t^>r- hnn,stt'1t-h tR� ALL hi 1'T1ArnP1i/ r-'+t"t-r^.tnn .... ..)wrv"k_/ t tl�L L/niviI LtA..7 Jt tfl\LL OIL-- (" }tVV tt.JLV illy ALL VV4 t YY4l!AR i tLL�14VV SMOKE BARRIERS. THE SMOKE/FIRE DAMPERS. SHALL BE CONNECTED TO FIRE ALARM SYSTEM TO PROVIDE PROPER SMOKE PURGE OF THE BUILDING. 6. ALL INSPECTIONS, TESTS, ETC. REQUIRED BY LOCAL BLDG. CODE.O SHALL BE PROVIDED. A STATEMENT SHALL BE FILED BY THE OWNER STATING THAT THE SYSTEM OF VENTILATION AND AIR CONDITIONING WILL BE KEPT IN CONTINUOUS OPERATION AT ALL TIMES DURING NORMAL OCCUPANCY OF THE STRUCTURE. 7. SMOKE AND FIRE DETECTION EQUIPMENT AND MANUAL EMERGENCY FAN SHUT SHALL BE PROVIDED AS REQUIRED BY CODE. r'YLL tVtL+..t tritVii...I`tL elflA LU(lJli IVtLIVT JI"tYiLL SE lIV %\.JIVE lIf\iVtlT i VYt in NO , r LIM{TATIONS SPECIFIED IN THE LOCAL BUILDING CODE. 9. ELECTRIC WIRING AND EQUIPMENT SHALL CONFORM TO REQUIREMENTS OF NATIONAL ELECTRICAL CODE. 10. THE CONTRACTOR- SHALL PROVIDE APPROVALS AND EQUIPMENT USE PERMITS PRIOR TO INSTALLATION. 11. APPLICATION SUBJECT TO FIRE DEPARTMENT APPROVAL, N.Y.S. ENERGY CONSERVATION CODE FOR HVAC SYSTEMS �!!' ! r r d w t � 1 t • r HEATING AND MINIMUM OF 78'F FOR COOLING. 2. MECHANICAL VENTILATION CRITERIA - OUTDOOR AIR FOR VENTILATION - SHALL FOLLOW THE GUIDELINES OF ASHRAE 62-89. 3. AUTOMATIC TEMPERATURE CONTROL SYSTEM SHALL MEET THE REQUIREMENTS OF PARA. 7813.13, 7813.14 AND 7813.18 OF THE - CODE. INDIVIDUAL ZONE CONTROL SHALL BE PROVIDED BY VAV- BOXES AND SPACE THERMOSTATS. NIGHT SET BACK TEMPERATURE CONTROL SHALL BE PROVIDED BY TIME CLOCK IN AUTOMATIC TEMPERATURE CONTROL PANEL FURNISHED WITH THE ROOFTOP UNITS. 4. PIPING AND DUCT SYSTEM INSULATION SHALL BE AS PER PARA. 7813.18 AND 7813.19 OF THE CODE. 5. SUPPLY AIR DUCTS LOCATED OUTSIDE CONDITIONED SPACE SHALL BE INSULATED AND SEALED IN COMPLIANCE WITH PARA. 7814.13 OF THE CODE. 6. HVAC EQUIPMENT PERFORMANCE SHALL BE AS PER PARA. 7813.21 OF THE CODE. CAUTION: 2"X2"X1 /4" FLAT WASHER MUST BE USED WITH EACH HANGER (AS SHOWN) WIN t i a w A w C� C�1 w d ! IF w • / �. :' 2" SF('T I.D. SECT. O.D. »A» BAKin LENGTH ann DIAMETER 6" 1 Q" 7 3/16" 36 5/16" 1 /2" 8>, 12" 8 3/16" 43 3/8" 1 /2" 10" 14" 10I" 51 1 /2" 1 /2" 12" 16" 12" 58 1 /4" 1 /2" 15" 19 1 /2" 14 5/8" 70 1 /4" 1 /2" 18" 23" 17 1/4;; 82 1 /8:: 1 /2" 21 " 26 1 /2" 19 7/8" 94 1 /8" 1 /2„ 24" 30" 22 1 /2" 106" 1 /2" 28" 34" 26," -- 3/4"" 36" 42" 30" -- 7/8" )TE: HANGER BANDS FOR 10" I.D. THRU 36" I.D. ARE MADE OF 11 GAGE STEEL WITH 1 /2"0 ROD AND A MAXIMUM SAFE WORKING LOAD OF 1840 LBS. SUPPORTS SHALL BE SPACED MAX. 10' APART. DETAIL OF SUPPORT HANGER FOR BREECHIGS NOT TO SCALE v CLOSED HEM n AIR FLOW EDGE BALL JOINT PILOT � LENGTH = W+ 1/3 W 1 /4" DIA. CLEARANCE 45 1 /4" DIA. SET SLIP SLEEVE SCREW LOCK 1 /4" PUSH PULL ROD 1 /4" SET SCREW LOCK 1 /3 W. 5" W MINIMUM BRA CH DUCT NOTE: TO BE USED AT BRANCH TAKE- OFFS A 1-1 f/ %A Idi t'1J Ji-1V YY tV RECTANGULAR SUPPLY DUCT WITH SPLITTER DAfPR NOT TO SCALE WATERTIGHT NEOPRENE SHEET FLEXIBLE CONNECTION -- \ FAN MOTOR COVER SEE NOTE /--- WATERTIGHT DOOR SEAL BASE L FLASHING FLOOR BASE SLAB CONCRETE FLASHING ,r 't1'it. '�'°,fit° •�t.?• ,~t°a °•j. °ti%� � •r. }/ ..� .. DUCT WATER PROOF MEMBRANE STAINLESS STEEL OR CADMIUM PLATED SHEET METAL SCREWS CAP FLASHING TO BE r A RIVETED & SOLDERED AT CORNERS AUTOMATIC OR SELF FIRE DAMPER ACTING DAMPER (SEE SPECIFICATIONS) NOTE: FOR FANS OVER 5000 CFM A VANE MUST BE ADDED IN CENTER LINE OF ELBOW. ROOF MOUNTED UTILITY FAN D ETAI L NOT TO SCALE NON -HARDENING MASTIC CAULKING COMPOUND DUCT LOAD SHOULD NOT BE CARRIED BY THIS SEAL ACOUSTICAL SEALING OF DUCT PENETRATIONS NOT TO SCALE GALVANIZED SHEET l METAL SLEEVE --, E t e t � t I INTAKE 0 i I 0 I I DISCH. I I .14"�'--BIRDSCREEN 1 1 t I DETAIL "A," DETAIL"B" LOUVERS ALL EXTERIOR LOUVERS SHALL BE ANODIZED EXTRUDE ALUMINUM WITH FINISH AS APPROVED BY THE ARCHITECT, FRAMES AND BLADES SHALL BE 0.081 "THICK.THE LOUVERS SHALL BE FURNISHED WITH 1/2" MESH ALUMINUM SCREEN. LOUVER DETAILS NOT TO SCALE PLAN VIEW RISER--\ 7;1�f . iy •gip. `+.. �s6t yR. sit. +q{. aft: e RIBBED NEOPRENE PAD CONTINUOUS WELD CONTINUOUS WELD �- RISER CLAMP — RIBBED NEOPRENE PAD kg � FLOOR SLAB •Yid A 'YU° • r�_`,e w y , .Wismit . � r nct -r nnn rt- 4N WHEEL dR DISCHARGE PREFAB SOUND CURB FLASHING & COUNTER FLUSHING BY MECH. CONTRACTOR. �- MOTORIZED BACKDRAFT DAMPER ROOF EXHAUST FAN DETAIL NOT TO SCALE B.S.A. #469-74-SM EXPANSION BOLT -z ! • t �-' 1 "x 1 /8" MINIMUM (DUCTS OVER 20 AREA) 1 "x i /16" MINIMUM (DUCTS UNDER 2-0 AREA) BAND IRON — FOR DUCTS OVER 49" WIDE, TURN UNDER BOTTOM OF DUCT AND FASTEN. T$ 1I-O'1-0j T/S 10.10-01 T/S 09-24-01 T/S 08-16-01 T/S 07-27-01 T/S 07-18-01 T/5 03-14-01 m IN 40 p V/ 0 <0 w {� z z < Z 0. N U1 F N "O .LLJ �'y... �.•-J' IJ Q N Z Ll._I Z `a✓ I— N < COD w o g wo 78 can O `-'U rp g cct�i:vgz" z �r i w r• i __j >- I z S ry m < w V- Llj Cy O E-- w < Q U (J-) O Li L0 m 101 r . r iTrTiiliwi PACKAGE ,S/ u ROOF •�i AUTO AIR VENT (TYP.) VERTICAL STACK HEAT PUMP UNITS 3RD LEVEL 3RD LEVEL 2ND LEVEL 11 4 11 4 AUTO AIR VENT 2ND LEVEL MAIN ! FVFlET-11 1/2"1111/2" MAIN LEVEL DRITHERM INSULATION (SEE DETAIL) 6y'CWS&R :luffemkTilikill � 5" \-- (5)GAS-FIRED HOT WATER BOILERS "TELEDYNE" MODEL# PHH-1000M, MIGHTY MAX GAS INPUT 1000MBH/EA ON 4"CONCR. PAD MEA# 254-94E WATER FLOW DIAGRAM e NOT TO SCALE Ei AUTOMATIC AIR VENT 4'1 160°F HWR 4„ LOWER LEVEL ■ HANGER I HEAVY CLEVIS • •i Amm CKET .00KING NUT IPPORT NUT INSULATION WHERE SPECIFIED SHALL BUTT AGAINST PIPE HANGERS. HEAVY DUTY CONCRETE STEEL INSERT WITH ELONGATED SLOT HEAVY DUTY CLEVIS HANGER •- 0,l. 1,1110011 1 HANGER .D SCHEDULE P.; SIZE !�4 THRU 'R , SEE PROJECT PLANS INSERT NUT LOCKING NUT SUPPORT NUT w&— . { I a at it I %.111— CLEYIS HANGER SINGLE HORIZONTAL RUNS SINGLE HORIZONTAL RUNS D -TAIL OF THE PIPE SUPPORTS VAPOR VAPOR BARRIER INSULATION NO VAPOR BARRIER INSULATION NOT TO SCALE GATE VALVEACCESS DOOR [TYP.] FINTUBE RADIATION SLOPE UNION FTYPA ///,— TOP ENCLOSURE T5 11-01-01 T/S . 10-10-01 T/S 09-24-01 T/S 08-16-01 T/S 07-27-01 T/S 07-18-01 T/S 03-14-01 IE m 04 0 00 ry Ld fY G. z z d Q Iy I) Z U ta� c d Q a _ [n F- u Cr-, Lj1 < ` }-- N _ W O 0 ry �� Q W feud ci 4"3 � iA „ � 2 v • j � a a j f I Y � � a A• �S cr— m.....-..,1.- Z ! 1. `�/ L m 0 0'_ W ry 86 Lij �. !.L LL_.i o W '., '/< l - 1�/ 0 A z +RJR_ ! 0 j0'�'�` !(/ j/'''�j v 50 10 _m AS PER NYS ENERGY CONSERVATION MINIMUM PIPE INSULATION CONSTRUCTION CODE if BRANCHES, MAINS AND LOOPS FLUID TEMPERATURE RUNOUTS PIPE DIAMETER (INCHES) SYSTEM TYPES RANGE . TO 1 " 11 /4"- 2" 21 /2't- 4't 15" - 6" OVER 8" °F INSULATION THICKNESS (INCHES) HOT WATER 141-200 1 11 /2 11 /2 2 2 21 /2 COLD WATER (MAKE-UP) 40-55 1 /2 1 /2 1 1 1 1 1 / PIPING INSULATION SHALL NOT BE REQUIRED IN THE FOLLOWING CASES: a PIPING INSTALLED WITHIN HVAC OR SERVICE WATER HEATING EQUIPMENT; b PIPING FOR FLUIDS AT TEMPERATURES BETWEEN 55'F AND 105°F; c) PIPING INSTALLED WITHIN CONDITIONED SPACES IN RESIDENTIAL BUILDINGS CONTAINING ONE OR TWO DWELLING UNITS. (d) PIPING SIZED 3/4" AND LESS FOR SERVICE WATER DISTRIBUTION IN RESIDENTIAL BUILDINGS CONTAINING ONE OR TWO DWELLING UNITS OR IN OTHER RESIDENTIAL BUILDINGS WHERE EACH DWELLING UNIT IS SERVED BY A SEPARATE SERVICE WATER HEATER LOCATED WITHIN SUCH DWELLING UNIT. 2/ PIPING THAT IS LESS THAN 12'LONG AND CONNECTED DIRECTLY TO FIXTURES OR TERMINAL UNITS. 3/ PIPING THAT IS NOT A RUNOUT. 4/ DOES NOT APPLY TO PIPING MORE THAN 2'BELOW GRADE. BOILER SCHEDULE BASED ON: TELEDYNE _ BOIL-ERINPUT N0 __. _ .___.. LOCATION _ .FULL-____ TYPE (MBH) -. OUTPLfiT (MBH) _ - - _- __ _ __ IBR RA�'#NG (MBH) _._ - NATURAL_ __ GAS (CFH} OPERATING __ E G PRESSURE. (PSIG) PRESSURE - _ R-ELIE-F VALVE (PSI) _OPER.__WT. __ (LBS.) _. __ _'REMARKS MOi�EI. � B-1 THRU B-5 BOILER ROOM GAS 1000 850 739.1 1000 60 75 PHH 1000M HOT WATER MAIN SUPPLY DUCT FOR INLET SIZE [SEE SCHEDULE] VAV- BOX [SEE SCHEDULE] FOR DUCT SIZE SEE PLAN VAV 1 NOTTO SCALE A - BCXES SCHEDULE BASED VAV TRANE UNIT NO. INLET SIZE IN CFM REMARKS VAV 1 6 UP TO 200 VARI TRAC VAV - 2 8 201-500 VAV - 3 10 501-750 VAV - 4 12 751-1250 VAV - 5 14 1251-1700 VAV - 6 16 1701-2235 NOTE: FOR (CFM) OF EA. VAV-BOX REFER TO FLOOR PLANS. OUTSIDE FACE OF WALL CONTINUOUS WELD ,�•' °" -i sp.. INSIDE FACE OF WALL SEAL WATERTIGHT •°° '' WITH MASTIC OR ESCUTCHEON •" ASPHALT `A -------------- --------------- A A OAKUM ". IRON PIPE SLEEVE NOTE: ` PIPE SLEEVE FOR OUTSIDE WALL ABOVE OR BELOW GRADE. FILL VOID BETWEEN PIPING/INSULATION AND SLEEVE WITH FIBERGLASS FOR SOUND AND FIRE ISOLATION PIPING M.E.R. WALLS GATE VALVE CHECK VALVE TEMP.GAUGE AIR VENT STRAINER GLOBE VALVE PRESSURE GAUGE AT HIGH POINT--" P-5 INDOOR TEMPERATURE SENSOR TO HEAT EXCHANGER 4" 4" " ' TO HEATING 4" SYSTEM SLANT/FIN 4 P- 4" HWS CONTROL HEADER _ COLD WATER 21 2„ [STAND BY] CONNECTION 499 [BY PLBG.] 99 11 /2" BACK -FLOW PRESSURE TEKMAR BOILERS PREVENTER DIFFERENTIAL CONTROL SYSTEM VALVE ET-1 OUTDOOR TEMP T ET-1 SENSOR EXPANSION TANK "EXTROL„ MODEL# SX-800L - t i- :J tYt i i t V SYSTEM 4"CONCR. PAD "`•.s '� SUPPLY HEADER 4" HWR 4" FROM HEA EXCH. 4f9 RETURN HEADER ACCESSORIES: 1. NIGHT -SET BACK TEMPERATURE — (5)GAS-FIRED HOT WATER BOILERS "TELEDINE" 2. OUTDOOR & INDOOR TEMPERATURE SENSORS MODEL# PHH-1000M MIGHTY MAX. 3. THE VOLTAGE OF THE CONTACTOR & MODEL GAS INPUT 1000MBH/EA ON 4" CONCR. PAD TO MATCH THE PUMP MOTOR VOLTAGE & SIZE MEA# 254--94-E HEATING SYSTE ATE R FLOW D IAG RAC NOT TO SCALE ESCUTCHEONSAT HNETRATIONS EXPOSED TO PUBLIC rrE • PIPE SLEEVES THRU MECHANICAL Uni IID�ACRIT DnnkA lA/hI I (77' FIRE RATED WALL PROVIDE MINIMUM 1/4" OR PARTITION MAXIMUM 1/2• CLERANCE ACCESS DOOR MIN FOR DAMPER EXPANSION ON BOTH SIZE 1" SIDES AND TOP SEAL CLERANCE SMALLER THAN DUCT WITH FIBERGLASS CAULKING HEIGHT 12" MIN LENGTH ----- - - LINTEL MEMO FUSIBLE LINK RATED FOR 50'F ABOVE MAXIMUM %�/ SLEEVE i TO TEMPERATURE OF 00DUCT SIZE 14 GA FOR LARGER DUCTS FASTEN FIRE DAMPER ANGLE IRON FRAME FRAME i SIDES FASTENED TO DUCT SLEEVE T5 11-07-01 T/S 10-10-01 T/S 09-24-01 T/S 08-16-01 T/S 07-27-01 T/S 07-18-01 T/S 03-14-01 0 OD n -0 U) = rr O LL1 C r z c� Q < n r) Z � 0 c) Q Q 0 U f� -0 W < N I- N �� Z �z 0 0 t r- 1--- C14 Q cn W a� zZ�l S-! 242 Dr,z�` 12 i ai �. (L'L�I { , 86 L L_ Ll __j z J WM t. 1 0. ry —j� ry m < LAj >- L...J (U/ V) � � `I W 0 t� t...l...i IC). 0 O [--- LL V) EXHAUST FAN SCHEDULE BASED ON: GREENHECK FAN # LOCATION SERVE CFM SP. IN RPM HP DRIVE VOLTS PH HZ METHOD OF CONTROL SAFETY DEVICE MODEL # REMARKS TE- 1 ROOF TOIL. EXH. 450 1" 1,700 1/4 BELT 115 1 60 TIMER GB-80 TE-2 ROOF TOIL EXH. 1,150 1 1,400 1/4 BELT 115 1 60 TIMER GB-130 TF-34,1 0. 13&18 ROOF 01L. EXH. 400 1 1,700 1/4 tjELI 115 1 60 TIMER CUBE-95 T E 10 UP-BLAS TE-5&9 ROOF TOIL. 550 550 0.875 1,700 1/4 BELT 115 1 60 TIMER GB-80 TE-6,12,16JA TOIL. 17,20,22&23 ROOF EXH. 300 0.875 1,500 1/4 DIRECT 115 1 60 TIMER --- GB-80 & EF-10 TE-7 ROOF TOIL. EXH. 200 0.875 1,450 1/4 DIRECT 115 1 60 TIMER GB-80 TE-8 EH.ROOF L. 650 0.875 1,600 1/4 BELT 115 1 60 TIMER --- GB-90 TE-11&21 ROOF TOIL. EXH. 350 0.875 1,520 1/4 BELT 115 1 60 TIMER GB-80 TE-14 ROOF TOIL. EXH. 500 1" 1,700 1/4 I BELT 115 1 60 I TIMER GB-100 TE-15 ROOF TOIL. EXH. 600 1 " 1,650 1/4 BELT 115 1 60 TIMER --- GB-100 TOIL. TE- 19, 24 & 25 ROOF EXH. 450 I " 1,700 1/4 BELT 115 1 60 TIMER GB-80 KE-1&7 ROOF KITCHEN EXH. 360 0,875 1,650 1/4 BELT 115 1 60 TIMER GB-80 KE-2,3,4,6,1 1, ROOF KITCHEN KE-3,4&21 13,15,17,21,23 EXH. 720 1 1,630 1/4 BELT 115 1 60 TIMER CUBE-100 UP -BLAST KE-5&19 ROOF KITCHEN EXH. 600 0.875 1,520 1/4 BELT 115 1 60 TIMER GB-90 KE-8,16&22 ROOF KITCHEN EXH. 1,080 0.875 1,390 1/4 BELT 115 1 60 TIMER GB-120 KE-9,18&20 ROOF KITCHEN EXH. 840 0.875 1,620 1/4 BELT 115 1 60 TIMER --- GB-100 KE-10&12 ROOF KITCHEN EXH. 960 0.875 1,650 1/4 BELT 115 1 60 TIMER CUBE-100 KE-10 UP -BLAST KE-14 ROOF KITCHEN EXH. 480 1 1,700 1/4 BELT 115 1 60 TIMER GB-80 DE- 1,3,4,5,12, 13,16,17, 19,24, ROOF DRYER EXH. 1,020 0.875 1,390 1/3 BELT 115 1 60 TIMER CUBE-120 DE-5 UP -BLAST 25 & 26 DE-2.7,8,17A 23 & 25A ROOF DRYER EXH. 510 1" 1,710 1/4 BELT 115 1 60 TIMER GB-80 DE-6&21 ROOF UKTtK EXH. 850 1 0.875 1,6101 1/4 BELT 115 1 60 TIMER GB-100 DE-9 ROOF DRYER EXH, 1,530 1" 1,535 1/2 BELT 115 1 60 TIMER GB-130 DE-10&20 ROOF DRYER EXH. 1,190 1,405 1/4 BELT 115 1 60 TIMER --- GB-130 DE-11&14 ROOF DRYER EXH. 1,360 1 1,400 1/4 BELT 115 1 60 TIMER CUBE-130 DE-11 UP -BLAST DE-15 ROOF EXH. DRYER 680 19 1,650 1/4 BELT 115 1 60 TIMER GB-90 DE-18 ROOF DRYER EXH. 2,040 1" 1,540 3/4 BELT 115 1 60 TIMER SDH GB-140 DE-22 ROOF DRYER EXH. 1,8501 10 1,680 1/2 BELT 115 1 60 TIMER --- GB-130 EF-1 ROOF KITCHEN EXH. 8$750 5" 1,500 15 BELT 480 3 60 SWITCH ON KITCHMOOD SDH 27AFSW DRYER EF-2 ROOF EXH. 1,600 2- 2,398 2 BELT 480 3 60 TIMER 12BISW EF-3 ROOF GEN. EXH. 1,200 2" _2,388 11/2 BELT 480 3 60 TIMER 12BISW 1,020 2,300 DE-16 26 EF-4 WALL ELECTR. ROOM 2,100 0.5 1,010 1/2 BELT 115 1 60 TIMER SDH SBE- 1 H24 EF-5 WALL ROOM TRASH 1,000 0.5 1,039 1/3 BELT 115 1 60 SWITCH SBE- 1 H2O EF-6 WALL TENANT STORAGE 3,092 0.375 1,010 1/2 BELT 115 1 60 TIMER SDH SBE- 1 H24 EF-7 ROOF ELECTR. CLOSET 750 0,5 1,500 1/4 BELT 115 1 60 TIMER. GB-90 EF-8 ROOF ELECTR. ROOM 450 0.5 1,500 1/4 BELT 115 1 60 TIMER --- GB-80 EF-9 ROOF ELECTR. &TEL,CL. 550 0.5 1,520 1/4 BELT 115 1 60 TIMER GB-80 KSU-1 ROOF KITCHEN HOOD 6,100 1.5" 800 5 BELT 480 1 60 INTERLOCK W/EF-1 SDH KSW- 118 MAKE-UP MAKE-UP AIR AIR TE- 1 4A, 1 5A ROOF TOIL. EXH. 300 1 " 2,190 1/3 BELT 115 1 60 TIMER 7BISW 25A DE-17A ROOF DRYER EXH, 510 1" 2,149 1/3 BELT 115 1 60 TIMER 8BISW HEAT PUMP SCHEDULE BASED ON "TRANS" UNIT CFM COOLING PERFORMANCE HEATING ENTERING AIR WATER TEMP. ELECTRICAL POWER TYPE HIGH SPEED PERFORM. �F) (F) DATA ROOF V/PH/HZ INPUT REMARKS MODEL# TOTAL SENSIBLE WATER FLOW WPD TOTAL DB WB ENT. MOUNTED MBH MBH GPM FT MBH LVG. KW HP -A 350 9 7.43 1.65 3.20 11,76 80 67 90 102 208/1/60 0.94 WPRD009 HP-B 600 17.02 13.55 2.25 1.40 22.96 80 67 90 102 208/1/60 1.74 WPRD019 HP-C 800 23.16 17.31 4.0 4.43 30.22 80 67 90 102 208/1/60 2.08 WPRD026 ROOFTOP HVAC - UNIT SCHEDULE BASED ON: TRANE UNIT LOCATION AREA SERVED NOMINAL, COOLING Tc MBH NO OF SHC # HTG MAX. " HTG. CAP. SUPPLY FAN - POWER ELECTRICAL EER/SEER OUTSIDE OPER. SUPPLY AIR MODEL # REMARKS CFM ESP RPM BHP HP ID RIVE V/PH/HZ MCA I Mom T. COMPRESS. MBH STAGES INPUT EXH.FAN (HP) RATING AIR WT DISCHARGE HVAC- I WAC-lA ROOF CORRIDORS 20.75/EA 249/EA 2 79 2 300/240 4,000/EA 1.5 160D 4.62 5 BELT 480/3/60 69 90 9.3EER MAX 100% 5000 HORIZONTAL CONST. VOLUME WAC-2 ROOF CORRIDORS I 31.84 382 2 117 2 500/400 6,600 1.5 1250 7.45 7.5 BELT 408/3/60 108.1 125 9.3EER MAX 1007. 55M HORIZONTAL I CONST. VOLUME HVAC-3 ROOF CORRIDORS 31.84 382 2 117 2 500/400 6,600 1 1.5 1 12501 7.42 7.5 BELT 1 408/3/60 108.1 125 9.3 EER MAX 1007. 5500 HORIZONTAL CONST. VOLUME WAC-4 ROOF CORRIDORS 20.75 249 2 79 2 I 300/240 4,000 1.5 1600 4.62 I 5 BELT 408/3/60 I 69 go 9.3 EER MAX 1007. 5000 HORIZONTAL CONST. VOLUME WAC-5 ROOF LOWER LEVEL CLUB&LOUNGE 17,5 208 2 192 2 350/250 6,000 2.0 1195 7.3 7.5 BELT 11/2 408/3/60 50 60 8.3 EER MIN 25% MAX 1007. 2000 HORIZONTAL MODEL If YCH-21OC4 VAV-SYSTEM WAC-6 ROOF LOWER LEVEL MEDIkBARBER SHOP 12.5 151 2 142 2 250/175 4,500 2.0 1164 5.06 5 BELT 1 408/3/60 45 8.9 EER MIN 25Y. MAX 100% 2000 HORIZONTAL MODEL # VAV-SYSTEM YCH-150C4 WAC-7 ROOF LOWER LEVEL DINING AREA 25 290 2 272 2 400/300 8,750 2.0 960 7.3 7,5 BELT 2 408/3/60 57 70 1 "0 EER MIN 25% MAX 1007. 3000 HORIZONTAL MODEL # YCH-301C4 VAV-SYSTEM WAC-8 ROOF I LOWER&MN LEVEL 1 290 1 2 272 1 2 400/300 lo,000 2.0 965 7.3 7.5 BELT 2 408/3/60 57 70 11.0 ER MIN 257. MAX 100% 3000 HORIZONTAL MODEL # VAV­SYSTEM LIBRARY&OFFICES YCH-30IC4 CEILING DIFFUSER SCHEDULE CFM NECK DIA. IN. OVERALL SIZE IN. UP TO 300 8 24x24 300-450 10 24x24 450-600 12 24x24 600-750 14 24x24 750-900 15 24x24 COOLING TOWER SCHEDULE BASED ON: BAC SERIES - 1500 WATER AIR FAN HEATER SPRAY DIMENTIONS OPERATING ELECTRICAL TEMPERATURE ENT. NO LOCATION MODEL # MOTOR KW PUMP L x W x H WEIGHT CHARACTERISICS REMARKS GPM TEMP. CFM HP HP (APPDXIMATE) LBS. V/PH/HZ - POT wilr-r ITILI UVLU CT-1 GROUND LEVEL FXV-643 102 go 800 78 87,850 30 16 5 12'xl2'xl6' 21,550 480/3/60 HEAT EXCHANGER SCHEDULE BASED ON: BELL & GOSSETT HEAT TUBE SIDE SHELL SIDE UNIT NO SERVICE LOCATION MODEL# LOAD FOULING REMARKS WPD WPD MBH FACTOR GPM EWT - F LWT F FT. GPM EWT * F LWT * F FT. HE-1 HEAT PUMP BOILER ROOM TYPE 2,400 0,0005 50 64 160 2 250 180 160 5 LOOP DWU CENTRIFUGAL PUMP SCHEDULE BASED ON: 8 & G MIN MOTOR DATA TOTAL DESIGN MODEL NO SERVE LOCATION GPM HEAD EFF. SERIES MODEL # REMARKS FT, PRESSURE CURVE H.P. V/PH/HZ R.P.M. P-1 HEAT PUMP LOOP BOILER ROOM 800 150 125 5G 50 480/3/60 1750 82 1510 1510-5G SEE NOTE #1 P-2 (STAND-BY) HEAT PUMP LOOP BOILER ROOM 800 150 125 5G 50 480/3/60 1750 82 1510 1510-5G SEE NOTE #1 P-3 HEAT PUMP LOOP BOILER ROOM 250 95 125 3E 15 480/3/60 1750 70 1510 1510-3E SEE NOTE #2 P-4 (STAND-BY) HEAT PUMP LOOP BOILER ROOM 250 95 125 3E 15 480/3/60 1750 70 1510 1510-3E SEE NOTE #2 P_-5 HOT WATER BOILER ROOM 150 75 125 3E 71/2 480/3/60 1750 68 SER: 80 21/2X21/2X91/28 IN -LINE 1 SYSTEM P-6 (STAND-BY) HOT WATER SYSTEM BOILER ROOM 150 75 125 3E 71/2 480/3/60 1750 68 SER: 80 21/2X21/2X91/28 IN -LINE T/s 11-07-01 T/s 10-10-01 T/s 09-24-01 T/s 08-16-01 T/s f07-2:7]0:1 T/s 07-18-01 T/s 03-14-01 C) 00 n 0 tn vi =D ry 0 Li ry z C14 z < CL I ry =D Z < Cy -V LLJ <c C14 L-Li 0 ry < u CA c az p a -M >. cog; g 'cl "z 2 CT NO.: I.- IE f Li _j z LJ :�,Z 0 M 0 0 ry rn w m < < Lli >- LL_ CIS ry Li- 0 111 � M 0 Li 0 I 0 V) CIS 7 10 20 30 6"CW RPZ BACKFLOW PREVENTERi FEBCO 880V. I e 3" RPZ BFP FEBCO 880V.------t w/ 6"x8" HUB DR, 3"CW P.0 FOR IRRIG SECT---�--- APPROVED I CW METER ASSEMBLIES--------� 6"CW SERVICE. FOR CONTIN SEE SITE PLAN DWG P-1 1 St. FL. Lower FL. S't re s t N ,B'W YO JP K CCNN�C rtCU Y SITE PLAN NO SCAM .._ I� 1'= _ �.. :AtRaf y i y [t.>rwI � • ��,'pl�aiM,9tlk� E9 E2 E3 Ea E5 >r e s r r • i . . R R " # s WATER MAIN l 8" F � 8" DOUBLE DETECTOR CHECK BY PLBG BACKFLOW PREVENTER SECTION FEBCO 856 8"P.O.PROVIDED BY PLBG. SECT. PARTIAL SPRINKLER RISER NO SCALE SEE PART LOWER LEVEL PLAN THIS DRAWING TO COMBINED FSP & SPK FIRE PUMPS 8,. F .� Ts Ts 8 30" MIN. x Lower FL. BACKWATER VALVE — w/EXTEN SIGN FLUSH w/FIN FL. 30 CL;�--- 30" CL.--- 6"CW RPZ BACKFLOW PREVENTER FEBCO 88OV. 8% 10" HUB DR (TYP) APPROVED WATER METERS (TYP) APPROVED BASKET STRAINER 6"CW DN 6"CW SERVICE. FOR CONTIN SEE SITE PLAN DWG P-1 PROVIDE SIGN TO READ: "FIRE PUMP RM" ON DOOR 1N7 T W19 T YrZf v-2 I II I f k Ef9 Eta Elf E22 OS&Y VALVES W/TAMPER SW4TCHES (TYP) MAINTAIN 18" CLEAR FROM WALL & 30" CLEARANCE IN FRONT OF BFP 8" DOUBLE DETECTOR CHECK TS TS I BACKFLOW PREVIENTER FEBCO 856 ' " CONTROL VALVE 8 FIRE LINE Nam"" 161" FOR COMB FSP & SPK SYSTEM PROVIDE DETECTOR CHECK BACKFLOW PREVENTER W/BY-PASS METER FEBCO 856 PIPE MANGER SUPPORT --- ANCHOR TO FLOOR AS REQUIRED �-- - FLOOR � j � • � r i � RECYCLE T'C 178 -6' b..Fp B�� b 8 WATER IZ: 8" ST FOR CONTIN. SEE LOWER N LEVEL PLAN DWG. P-2A TO COMB. FSP & SPK SYS. " ' JOCKEY PUMP CONTROLLER 105 FIRETROL MODEL FTA-500L FIRE PUMP CONTROLLER FIRETROL MODEL FTA 1350, REDUCED VOLTAGE STARTER w/FIRETROL FTA 950 EMERG POWER CONTROLLER. JOCKEY PUMP CAP 10 GPM, 185' TDH, 11h HP, 3500 RPM 460V, 3PH, GROUNDFOS CR--2-50 OFF. 2"F RISE ® 1 W' F RISE 8" PUMP BY PASS LINE 7'-0" ABOVE FL. — - u 8"F RISE 18" CLEAR 8" DOUBLE DETECTOR ' CHECK ASSEMBLY F BACKFLOW PREVENTER w/BY—PASS METER FEBCO 856 3/4" CW DROP 3/4" H.B. 2"V RISE 8"F DN AUTO FIRE BOOSTER PUMP. CAP: 1000 GPM, 162' TDH (70 PSI), 50 HP, 460V, 3PH, 3500 RPM, SHUT—OFF HD 196', PEERLESS HORIZ SPLIT CASE MODEL 5AEF-8N 6"FD 3/4"NONFREEZE WALL HYDRANT 8" COMB FSP & SPK SERVICE. FOR CONTIN SEE SITE PLAN DWG P--1 PLDG. WALL NOTE: WATER METER ARRANGEMENT IN5TALLATION SHALL DE IN 5TRICT ACCORDANCE WITH RYE DROOK WATER COMPANY 5UPPLIER. TE5T TEE VALVE (TYP) TO 5ACKELOW PREVENTER TE5T TEE APPROVED WATER METER`l 1st. FL. FEBCO 88pVACKF6LOWORPREVENTER To CW SYS. PROVIDE ' 12 AIR BREAK 46" BETWEEN RELIEF PORT TEST TEE --- -� 6" SEE METER DETAIL PROVED COLD WATER q THIS DWG. METER ASSEMBLY I APPBASKET �STRAINER EXTEND 5'-0" BEYOND FOUNDATION WALL FOR EXTENSION BY SITE ENGINEER �' 6" " CURB VALVE MIN, BACK WATER VALVE Lower FL, IN C.I. BOX �ODP 6"FD` w/EXTENSION TO FIN FL 6" 8" 6" 8" NEW CONN 6" 6" ., :�t a R METER SUPPORT TO STORM SYSTEM EXIST 16•_ WATER MAIN 6" C.W. SERVICE DOMESTIC WATER BACKFLOW PREVENTER ASSEMBLY NO SCALE SYMBOL LIST SYMBOL ABBREV. DESCRIPTION CW COLD WATER PIPING --------SP SP SPRINKLER SERVICE —DR DR DRAIN PIPING P D PD PUMP DISCHARGE PIPING ST ST STORM DRAINAGE LINE ®---- F --»•-»tom F COMBINED FSP & SPK PIPING VA GATE VALVE CH VA CHECK VALVE -®-------------- _.. OS & Y O.S.&Y. VALVE PRESSURE GUAGE RPZ REDUCED PRESSURE ZONE BFP BACKFLOW PREVENTER MOCV METER OUTLET CONTROL VALVE PSI POUNDS PER SQUARE INCH GPM GALLONS PER MINUTE TS TAMPER SWITCH CONN CONNEC11ON ON DOWN TO COLD WATER METER „ GATE VALVES (TYP) 6 F — 6" CW RPZ BACKFLOW PREVENTER FEBCO MODEL 880 i --- - PROlDE AIR GAP TWICE THE NOMINAL DIAMATER OF THE SUPPLY LINE BETWEEN RELIEF PORT & HUB DRAIN 2" RELIEF PORT DISCHARGE VALVE F 8" x 10" HUB DRAIN Lower FL. 6 6" FLOOR DRAIN 8" 8=• 6„ /_TO STORM SYSTEM ST- TYPICAL BACKFLOW PREVENTER ASSEMBLY DRAINAGE DETAIL NO SCALE iC+l 0 L•1'!J m T/S 01-25-02 T/S 10-10-01 T/S 09-24-01 T/S 09-04-01 T/S 08-16-01 T/S 08-09-01 T/S 03-14-01 CHK'D: P.M. P. A. . PROJECT NO.: N VLn rx ILLJ I�pj ow cy LnV) r z I) _.f z J W Y - 0 ry W CO 0 Ld ct LL- -I I+C Q W cn M E < < Lij CI_ . {�0CL t P-1 A 50 IO 1 13 4 5 16 17 r 50 ilh-CW P.O. FOR SECT. FROSTPRO ELECTRACE PIPIP COOLING TOWER BY H&V SECT. 6"x2%'x2%" CO & SPK FLUSH T SIAMESE CONN, FIRE HYDRANT ( 16" WATERMAIN S t t / V E YY ) 0 R vt C 0 N /V E" C T/ C GO 7- SITE PLAN e •+ za .. 111m , aaftlw ATNI A�p211-1 arrso xo wro o wa mrA L- ABBREVIATIONS ABD AUTOMATIC BALL DRIP ACD ACCESS DOOR AD AREA DRAIN AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE BRV BRANCH VENT CAB CABINET CO CLEANOUT CODP/WP CLEAN OUT DECK PLATE/WALL PLATE DI DRAIN INLET DW DISHWASHER EX EXISTING F COMBINED FIRE STANDPIPE & SPK PIPING FAI FRESH AIR INLET FD FLOOR DRAIN FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FHR FIRE HOSE RACK FHC FIRE HOSE CABINET FL. VA. FLUSH VALVE FO FLOOR OUTLET FU FIXTURE UNIT FUT FUTURE FUN DR FUNNEL DRAIN INV EL INVERT ELEVATION H.P. HIGH PRESSURE IW INDIRECT WASTE LDR LEADER MGCV MASTER GAS CONTROL VALVE OS&Y OUTSIDE SCREW AND YOKE P&TRV PRESSURE AND TEMPERATURE RELIEF VALVE PNL PANEL PPF PITCH PER FOOT PO PLUGGED OUTLET RD ROOF DRAIN RT RUNNING TRAP SA SHOCK ABSORBER SH DR SHOWER DRAIN SH HD SHOWER HEAD SPK SPRINKLER TD TERRACE DRAIN VA VALVE VAC BR VACUUM BREAKER VTR VENT THROUGH ROOF WM WASHING MACHINE WH WALL HYDRANT XHCI EXTRA HEAVY CAST IRON 1i IDS' �. �ta SYMBOL DESCRIPTION AND WASTE PIPING ABOVE GROUND (S/W) SOIL AND WASTE PIPING BELOW GROUND SANITARY EJECTOR PUMP DISCHARGE PIPE (EJD) STORMSOIL • ABOVE i WATER PIPING STORM WATER PIPING BELOW GROUND (ST) E i SUMP DISCHARGE . PIPE VENT PIPING (V) •s PIPING D• t SPRINKLER COMBINED !. STANDPIPE COLD WATER ■ • ■� HOT WATER PIPING i WATER CIRCULATION PIPING (HWC) GAS E • RAIN • - (DR) toSANITARY STACK NUMBER LEADERw CHECK VA i' i. i IAA VALVE ON i'ir , r WALL HYDRANT i HOSE • ! ! ... - • �� i � ■ ■ a � i • i "• • i OUTLET OR CAPPED CONNECTION (PO) SHOCKi": NEW CONNECTION Q PRESSURE THERMOMETER TRAINER i CLEAN OUT (CO) Y EXTINGUISHER INDIRECT WASTE PIPING (IW) i! NUMBERREFERS TO DETAIL NUMBER BOTTOM NUMBER REFERSTO DRAWING SITE SYMBOLS SYMBOL DESCRIPTION _CS - COMBINED SEWER (CS) SAN - SANITARY SEWER (SAN) ST STORM WATER LINE (ST) GAS LINE (G) G W- WATER LINE (CW) F COMB. FIRE STANDPIPE & SPRINKLER PIPING (F) m CURB VALVE IN CAST IRON BOX 1::� FH FIRE HYDRANT (FH) O MH MANHOLE (MH) CATCH BASIN _ PLAZA DR (PD), TERRACE DR (TD), AREA DR (AD) TF TOP OF FRAME INV. INVERT ELEVATION CENTER LINE ELEVATION j SITE NOTES 1._ ALL BUILDING SITE UTILITIES SHALL TERMINATE 5'-0" FROM THE FOUNDATION WALL FOR EXTENSION BY THE SITE ENGINEER, 2.-- THE SITE ENGINEER SHALL EXTEND THE BUILDING STORM DRAINAGE TO THE SITE STORM DRAINAGE SYSTEM. 3.- SITE ENGINEER SHALL PROVIDE ALL SITE STORM DRAINS INCLUDING PIPING TO SAME AND BUILDING EXTERIOR LEADER CONNECTIONS. 4.- FOR ALL FINISHED SITE ELEVATIONS INCLUDING DRAINS AND PIPING CONTRACTOR SHALL REFER TO SITE ENGINEER DRAWINGS. 5.- BEFORE INSTALLING HOUSE DRAINS, THE CONTRACTOR SHALL VERIFY ALL SEWER INVERT ELEVATIONS TO ACCOMODATE THE NEW WORK WITH SITE ENGINEER. 6.- ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN STRICT ACCORDANCE WITH ALL AGENCIES HAVING JURISDICTION INCLUDING WATER AND GAS SERVICES. 7.- ALL NON -FREEZE WALL HYDRANTS SHALL BE LOCATED A MINIMUM OF 18" ABOVE GRADE, UNLESS OTHERWISE NOTED. 8.- THE SITE UTILITY INFORMATION WAS OBTAINED FROM DIVNEY TUNG SCHWALBE SITE ENGINEERS, 9.-- SITE KITCHEN WASTE GREASE INTERCEPTORS SHALL BE PROVIDED BY SITE ENGINEER. d Ytwe N9+e`ExJ I AL ses Ap e sre � <�' .t:retalwtn' rtr Q CYrCr7Ylw ..«•.as s•.n..r IL.. ED 13Y CVStOME0 EXCEPT stFAarEt" ""CALDmttr uaeu�syn[aAtem[tx BY THE COWAWFOR No" SEA LTt,TD.VM.V W SHALL PJRNISN AND sk@ar71F G' ALL PA04M G AND MOM SPALL K PAINTED UM DATE WnM 4 INCHES OF A "AMLE TYPE O: PAW INK USE ON METAL DPRESSG CI OK SIlR4'ACES OW000ft FawL SlY" NUtE`F° CusTowles mmiEsn" 2 Y.C. 9G ew OR ®SEE "REQtAiIEtrENt*� F8R CAS !' 1P15LAUATK)NS" 84CK1£T. 24- & I[C III t �p�Al }�ryry�� w Aso I *'; �lixCf FSi�3W.IN u. avrpoW 90WCf DEtA� VALVE oset Hart w Aereyrnmrt nrg gnaw 14 ty, AMA I All It 4 .u.,.nat:S".7latu n On W 1114 nrraNt Nowt Etta ON hutn tA91 m TSNI mom a eRT1Tt& r � TT&rLiW N. >N N WU"Olo N 0""Pit4tVA It OMIT. TO tt ■A It ANIMA 00 OR VA TONa.NM MW 0 TNtt • M no IT Ma& C.i6ri Mt�l�yU��tL1tRLiN1L[KTy1-1�atNtKY�>mp F gT0t9�ahT WINTA�6TENtpr It 11I�1mtta� 9E �.aJIK NM tTIT Ifit! i• L�r"���ME MN ti Nt 44 igt.tOFt NWiHt M i,tRMYN altN s YR & lMTMiti. tTb S1.11M NetlTt ttl1.111[ it�ER No "oft am Mimi won R1T8l YI ltt Town TOO. K� A`•�»'�.altt �Af Wit, 1. t1LTWtftNi Tmait its 11 a11v3 atAtYtt flit IASt sTr� AOAaeft i?Ex AND "1ma l� t1914� -t. +& NR TWtIINit tltiFrt aM 1MM 411. 1Mtt} /M to s'ani tT, m m ! ✓M MML TiMM�i�W ♦pAM�[tAM glg t'IlGpil�t;Mt. MftLt tllN >11t� x aa�R TaxLS R tiiNE Y iE':XIT'1�R'1N`4 Mm4 s 1osITW" M #•E alt. dot lle T, FWA & ORT TOttttSmAYto rmm f s "T" IIEAfIitiP.2ORE0UN?NRM:i$ MOrNID NPt. K ft M WNNECTOW 4106.E Of WIT #WO. TO 6SS EIW4FECT04UM teMt: 04 CAVTawt 1"CeeslVilrw w#ssA s wNstcaNr{�w 7YY1lG. w1aW i5 PARTOF SPECIFICATION - 10 ut`iw�"z` INSTALLATION Of PLASTIC GAS SERVICE PIPING CONSOLMAM., c+,a NV ar N.Y. NQ "n 2-"# 6Atr wv �0;,/,Gd¢d•A +may,J ta4.k itq T/Qn2 T/S FF 01-22-02 T/S EE 11-07-01 T/S 10-10-01 T/S 09-24-01 T/S 09-04-01 TIS 08-16-01 T/S 08-09-01 T/S 03'1'4-01 EMT w PROJECT N E I • E Mit � EE � E ,t r._ —11 Y� z ttM 0 Es... ry m (� 1 L {> ,r ! i # 1 �^{ "+... j , J j I > 15 W GO lh-HW & CW DROP 4 wi W2 _ IERSIBLE MID IN MI 40 N CONC PIT SIZE: 1 "SO x 18"D lw/PERFORATED COVER. ISEE DET ON DWG r-8B SUBMERSIBLE SUM PUMP P 4"S DN 72 � 14"S 3"V, 4"S K P I'A'!Cw K,!�2 1 NW FHC w/FE 21h"ANGLE VA. 100'-l%" HOSE 4"D 1100 11h"AWATER METE ASSEMBLY BACKFLOW PR' TER IN LINE w/EXTENSION OF COVER FLUSH */FIN FL JR SMITH 7012 MO ST HOUSE SE'wi�1" INV. 351.0 '4"HOUSE TRAP �BELOW AREAWAY 11h"CW TO COOLING TOWER SEE SITE PLAN D ,G. P-1 FOR C&Tl. 6"ST DROP 114"CW RPZ BFP FEBCO MODEL 260 PROVIDE HUB DR, PROVIDE DRAIN VA. w/iht"H.B. DROP BEL BEAM HW HORIZ STOR TANK, CAP 1040 GAL'S CEMENT LINED & INSULATED. SIZE 54"DIA x 1231 FOR CONTIN OF PIPING TO HW HTR . SEE DET �N DWG P-8A 4 1 1§lCW4"S 3/4-HW \� 74 4"S! A T_ I V 7 i DN 2 V RISE 70 6" 2"W UP W3 W4 2"W DN 2"V RISE 3/4"H & CW DROP 2 "V UP 1 1h"CW DROP 3/4"HW DROP 3"W ' 3"W 3-V 2"CW 71 2"HW 3"W rp 3"W � �0 "CW 1%"HW -2V DR. 3*FD WDF L I-T 3: P� ------ TV I"cw ALL PIPING AT CLO. IN EAt. R4. SHALL BE 1 14-H W VIDED w/ENCLOSED DO 'DAN (TYP). 4"S PRO I LI! FE CO 2 10 LB. ®1 !�' 3/4"HW 4" HOLBY MIXING VALVE F 2"W UP 1114"CW 3/4-HW DUPLEX GAS HW HTR's. HEAT 3200 GPH/LA 40# TO 140* (100* RISE) 3000 CFH/EA 26 F TELEDYNE LAARS MODEL PW 3050, 12.11 26" DIA FLUE EXTENDED BY H&V SECT 4"G DROP (3000CFH) 4"F.D. w/ FUN • 5-GAS HTG BOILERS BY H&V SECT, 2-' 1000CFH EA. (TOT. 5000 CFH) L _kk GENERAL -NOTES 1. EACH UNIT IS DESIGNATED WITH A LETTER EN • - U E C AS "A", & SUCH P, , " E.'. c FOR PIPING TO MENS CLUB BAR 2. FOR HORIZONTAL BRANCH SAN, W & VENT DWG. P•-9A I C1 ------ INCLUDING H&CW PIPING TO PLUMBING F IX IXTURES REFER ALSO TO UNIT PLAN DRAWINGS P-7A & 3. UNDERGROUND FOUNDATION DRAINAGE PIPING SHALL BE PRO\ADED BY G.0 SECT w/EXTENSION TO THE STORM SYSTEM BY SITE ENGINEER. 4. G.C. SECTION SHALL COORDINATE LOCATIONS OF PIPING & PIPE PENETRATIONS THROUGH BEAMS. ALL PENETRATIONS THRU BEAMS SHALL BE LOCATED IN THE CENTER OF THE BEAMS AND WALLS/TIE BEAMS TC. SEE STRUCT. DWGS. FOR PENETRATION DETAIL S. G.C. SECTION TO COORDINATE PIPE LOCATIONS nTH ALL TRADES PRIOR TO INSTALLATION. jymW i ral, PAR Mal 114"CW I 77FE CO21' PAPER/ 10 LB. 1 1"HW 4" UP ,-4r—INEI CO 1 6 k IT rp ­ 3-2"V'S DN. RISE 5A PLOYEE 2"W UP & r I.; i UNGE -3/4 v V r "F A wtI 1 2"V RISE AR/LOUN 3/4"H CW DROP w 3 112f 7 Twin /4 E P a- 1 2"1 10010, A 2WU [PrAld 1. � ..r �,�.. ��THRU 2" 1 P­4—L - - BEL L• =- w 5*p IN �Ir.et, 4°.IrAtrsrtr •tf. . , • ;� �r�,s..y}j._/IfI r1tt.c ► IALUM I N ma A. Bill MI O all Ps Will 66M Imp*in �6 0,4 MA 3"W #2 MwIl"M P It I g 1W Xr. 8" 3/4"F ■ iWC• Is •err 4 #1 4"L STEEL 710 rh i LADDER 1 4 jj� D11`0si G.0 SECT I �. __ a-- Cal 7 t F_ lh"cw i �� BEA M (TY 2" n �14 ,+u ��i # 2"ST P. 0. iSEATI 4" Maa a OWN WE 4" pry: O T FOR PIPING EOUIPMENT, us REFER TO DWG P1-9A rfrtr V 7t18 W 1. A" 0 0 11", ING TO KITCH rO DWG. P-9A law ail 2"V p UNIT 2"V P I C w Nf 1 lh"CW 1 1h"CW 3/4 " H W U D1 THRU E 1"HW SEE ��� �. UNIT 2"W DN. & to 3nW B 3"v la 2"V RISE 2-2`l DN SEE SHT A2.14 ■M �41- H&CW NI ON DROP If Alir 8" FL. R4� 4" it 1 4"" 8 H.0 l,7 R p" kn "• T1Uk as :-S • lillillillilL ral NCHORI 'k v i J,rrawaR LE34 •16:11 r*—=. 7f me —7 7 -gl 4P 'Wh 'f fF1 Is •W04111111" IN NO 11 it, I wi ras 3 PON 3"v 2*SH 11A"CWw DR 3/4" HW WASH. MACH UNIT �2 2"W DN. 8: 2"V RISE MED CAB BY ZIM"i TYP) GC SECT ( ANCHORS VA W/ 1.) E all 3"V S 4 S 4"S 11A"CW 1 2 v 3/4'HW )w Ref �=L 11A-cw UNI 2-2"Vs DN. H W or 2"W DNlli A2.17 2"V RISE 2"V DN V RISE 3 W 3 W 2*"V 4"LDR L IIX"CW 9600 27 11A-HW 4 tall fill I MI>_�im rF6 z tit ELE-R _R 2-- BEAM L 4"S A 3. c 2 ------ 81 1 "cw 7 2 2 2- 4 z 168 "HW 4 2�, SAN — vi Ali L 4"LDR I�E7 001btS wc_ 23 10900 3.. 3 L FE -6N.- ANCHORS 3"W p t 2#W 6-N -Ci4 3" , V RISE 2"V RISE 6H 1 „CW500 J-2 WASH. MACH UNIT 80 1 3"W 2" DN -\\Cowp 1 Hvw DN 2"W DN. & 2"V RIS' UP 90 3"iW V RIS 4"S 51DR TO I UNIT U 2"V 3"W P 4"V 2"V 18400 S WASH. MACH UNIT _V-880 85 3/4" 41� 3"V B2 B2 1%"cw 2"W DN. & 2"V RISE 1"Civ CONC. HOUSE TRAP PIT 12" 93 llh"C% SEE SHT Ai SEE SHT A2.1fj4"HW OSING 3/4" Hw �t�A�E_&_ CO BY �4 Ad OF CE WARM-UP FEC W TING SECT 165 1 7 PIT IZE: 'x5l I P 3" )N & DE H S VEST. 5"FAI UP 84 2"' 1 3SE 4"S, 4"S P 4"� )N & - 4"FAI UPiQ 3/," IL 85 4"1 �ISE 3 CW 2"V N" 89 11h"CW 10 1 LT_T_ 3/4" 2"V 2"W -FREEZE WALL HYDRANT I ING F....... . . . . . . . . ....... . .. ....... ... i V W I 5-00 BEYOND FOUNDATION WALL i12 FOR SITE ENG TO END (TYPICAL) 0 F' R CONTIN SEE 12"ST HOUSE SE`NER--­j S E PLAN WAG P-1 (18,6600) 6"KIT WASTE SEWER E % E E'l 0 11110" SAN SEWER r8 E9 c T/S AF 01 -25-02 T/S EA 11-02-01 T/S 10-10-01 T/S 09-24-01 T/S 09-04-01, T/S 08-09-01 03-14-01 Mill 0#1 VJ Lij F- f. < .14 0 C-4 E CHK'D.- P. M. P. A. PROJECT NO.: C> C> -Z 110 00 L; 0 V) Z CL M 0 cell LJ ll E 50 _j z _j M 0 Df w M < Z < < Li L_ L.Li _j LLJ Lill o __j LiJ Lu Ld Ld _j LLi Li 0 0 I (f) KE 2-2" Vs, DN 4"S 3"V cw LAAl 3"W 3"V P cw 71 HW WASH. MAGI UNIT - 2"W DN. & 12"V RISE 4"S rpi 3"V cw HW GU RDRAII 2"SH DR FHC W/F 21h-ANGLE VA. 11 4SE 12 13 14 Ml 2-2" Vs DN 4"S 3"V cw HW - -0 . A -.L ET A9.0: l[LSEESH ,OR B, FOR BRIDGE INK rA, CL1101 4". 3"V S P �cw TO SPK. SYS.J CHA L 4"LDR DN. �2 1100 P 4-S O1"�w -V4" HW 54 p 4-S, V �43/4 I'A-H W " CMARDS 4"S P 3"V 59 lIA-cw lIA"HW L 4"LDR 18 7100 4"UP TO RD 8 710 0 F21 If y )//--jVQ20 8 19 T/S 01-25-02 T/S 11-02- 01 T/S 10-10-01 T/S 09-24-01 T/S 09-04-01 T/S 08-16-01 T/S 08-09-01 T/S 03-14-01 g 0. (f) I o(o ry Li! z < C ry 0 Z Lj-J 6 CL < _j C) z < Q < � ffi U`} �U v Lli < N-- c*4 :5 T 0 L-Lj Z 0 C,4 (Y < 961 con Ll CA CN z CHK'D- Me- --M PROJECT NO.: aal 140 CIL," LLJ _j z -Li M o w m < L— < ui >- < —J LLJ 0 W LL Ld m < 0 Lli > 0 Lij LJ LL- I z z 0 U� P-3A1 3-SHAMPOO SINKS (S-3) "w nm b )"v Pmr K DRAIN L LADDER .!. TO 4"P.O. ADE SPK. FL. rROL VA. ASSEMBLY w/FE kNGLE VA. -11h" HOSE 1MB. F S P F 3K RISER Q 2-2"V DN. 55A 2"V RISE 2"W UP z"v UP \f3 AR /LOU N GE n p 4 T4 im 2"V ANCHORS "W M� r- CONC. HOUSE TRAP, • P 3"W 3Z 3"W IU"CW 11,E"HW 3"W P 3"W W21 Wz" 35 1 1h CW 1 �6"HW TO BE EXTENDEDBY �---- 6 ST iTE HOUSE {TYP} I I I r SEWER "A" (9700) t I �--- INV. 355' I WATERTIGHT SLEEVE �- 6"ST DROP I ( I -�-- 4"HOUSE TRAP I I I I� ! P 4"S DN & ' f 32 2"V RISE I I i t �----- PROVIDE THERMOMETERS & Pl ES� GAUGES ON I CW, HW & HWC MAIN PIPING I R 4n"S I I ' 34 1,A"CW ,( I4/4" HW f I ! ! P 4"S DN & I W 2"V RISE I t I VAER -CONTROL w/TS ' 4"A.D. 50 0 CTC'Irt i enn�Q 5"FAI UP o r74 4"FAI UP 4 F "COMB. FSP & 2"W UP & 2"V UP si HW t ' trr P 3"V PK RISER "CW DR ' `_a I 1 2"W UP I 9 1�"CW I I I j j I I I 1"HW "ION -FREEZE + FHG fFE "LDR ' ( 2"W DN. & 2"V RIDE I W LL HYDRANT j S I WANGLE VA. 5 780 II t ( t t t t t F R i T I ING I Y I I100'-1�h" HOSE I 5'-0" BEYOND EXTEND HOUSE TRAP HANDHOLES FLUSH ! FOUNDATION WALL I12" 1 I Iw/BOTTOM OF PIT (T t &FR SITE ENG TO t ' t10"SAN HOUSE SEWERND (TYPICAL) 0 niINV. 340.0` TIN SEE 12"ST HOUSE SEWER v DWG P-1 (18,660) G"i11.T iIdA CTC 4^CtIICD I 3"W, "W t 2"V A 1114"CW E WH"Y 2"W DN & 2"V RISE I I 4nS t "S P 2"V GENERAL NOTES 1. EACH UNIT IS DESIGNATED A LETTER w i & 2. FOR y Y• A A :. VENT INCLUDING PIPING •PLUMBING FIXTURES REFER ALSO TO UNIT PLAN DRAWINGS w A * w is 3. UNDERGROUND FOUNDATION DRAINAGE PIPING SHALL' '' i i 1G.C! TO THE STORM SYSTEM BY ENGINEER, SECTION•OwiLOCATIONS OF PIPING PIPE PENETRATIONS TH■BEAMS AND WALLS/TIE BEAMS r FOR PENETRATION wA,. DETAILS. SECTION• COORDINATE PIPE w LOCATIONS WITH ALL TRADES PRIOR TO INSTALLATION. 3"W 3"W 2"W UP FHC w/FE 2TANGLE VA. 1O0'--1'h" HOSE 2"W UP t 4"S UP & 2"V UP P 4S 4nS ' 27 2-2"V's UP I 2"W UP 4"S UP & 2"V UP 2"W UP 2-2"W UP & 2-2"V UP P 14"S 29 4"S I 4"S UP & 2"V UP I 2"W UP 2"W UP P 4"S I 28 4"S G.C. SECTION TO CONCEAL PIPE IN 2HR. CONSTRUCTION 2"W UP P 4"S 26 4"S ---4"S UP _& 2"V UP 2-2 UP 2"W UP PROVIDE THERMOMETERS & PRESS GAUGES ON CW, HW & HWC MAIN PIPING FOR FUTURE MAINTENANCE WASH. MACH UNIT --- 2"W DN. & 2"V RISE MED CAB BY GC SECT ------- ' P 4"S, 4"S — 3"v 3 1 %"CW V"HW P 4"S, 4"S 2 3V 1 %"CW "HW WASH. MACH UNIT 2"W DN. & 2"V RISE _- MED CAB BY GC SECT ANCHORS t t BEAM 0 CII.G. 4"S, P nS 3"V 1 %"CW 1"HWI 2"W DN &, 2"V RISE j t P 3"WIf 3"W 2"V 1 1 AV 1 11j"HW T/S L.F 01-25-02 T/S E 11-02-01 T/S 10-10-01 T/S 09-24-01 T/S 09-04-01 T/S 08-09-01 T/S 03-14-01 Im m Km de 10 tn W . do UsU, N V / 't1 " 3 () '2 N 7- E CHK'DB P.M. . P. A. . PROJECT NO.: 13:) _ _ I M Cc a N Q Q G7 tD ce- 5 w w _r <uj { W CL mg � Li z W �Z e__I O cy— Lr m < < t� Li Lz— < >- Li_j C7- _J C"` Li ® W u 1 m Ld J C.) > W 0 101. REP, VASK AACH )NIT !"W D NIT !"V RISE SEE A2,14 SEE SEE' HEE'r A9.02 FOR BRIDGE E INFO. T-11 C. LAB II UNIT B2 MOW SEE SHT A2.14 owl Sam,! Vv N7111 L 4-LDR 10 11800 W1 2 W1 3 W1 4 W1 5 4"S P 3 V W1 3 5 P CW p 3"W 43 HW 3"V 52 CW I 1 4"SP 3"V HW 44 CW WASH. MACH UNIT HW 2"W DN. & 2"V RISI 2-2"V"S DN. 2-2"\(S DN. 2-SH DR rG -G 650 CFH (4"LDR @ 10800 SH DR WASH, MACH UNIT P 4 "s 2"W DN. & 2"V RISE I 3"W 51 3"V Yv CW 42 CW NIT HW IT NIT HW B1 3"W 2 B /2_ SHT A2,14 3"V SE SHT A2.14 SE SHT A2.14 W C 24 HW 24 25 2- "VAN. 4'S, 3"V " WASH. MACH UNIT L­L42"W DN & HALL P NCW 4 2"W DN. & 2"V RISE 2"V RISE 3 s V E5�A)HW CW �47 2"W DN. & 2"V RISE TO SPK SYS. HW 2"SH DR 4S 3" El w 00 " fie El HE E W 2" Ref HAL 5.5 W 7A I . —1 — Z:?: - /��4 s A s ow 2­'H7 TA TT /_4 1­ CHAS 4 \jAj wc-1 40S, 3 "VS IIP 3-2"V UP 21 N & A W _j HW 3-W T NIT UNI3"W UN T P "v 3"V 4"LDR DN. B . A2k2.14 T CW E 0 E SHT 48 CW SEE SH 45 HW j 2 110 HW 4"S 24 WASH. MACH UNIT 24 p� 3 1"CW 2"W DN. & 2"V RISE[ 46 3 v CW -3/4„ HW HW i IA" 4"S 0 2"W DN & 54 HIARDS P -Y4 " H 3"V 4 "s 49 CW 2"V RISE HW WASH, MACH UNIT 59 3"V �L 4"LDR 2"W DKI & 2"V RISE 1A"HW "CW 1 11 1040 0 L 4"LDR 3"W 18 7100 I P 3 v �, �3 CW 4" HW L TO RD 18 7100 OPERABLE PARTITION — — — — — - TO BE HUFFCOR CAFE MODEL # 5630 TRIMLESS (43STC) L -) TO RD 21 6000 rL'1� 4"LDR r%nn rh L 4"UP TO RD 7100 (L) 4-LDR V2 7100 40*FD ICE CREAM DIItWjj4GGRILLE 1-IW, Ih-CW TO BE CORNELL MODEI W1 6 W1 7 A] ol Ar-ATr 2 V Sow ,3"V CW 38 HW WASH. MACH UNI 2"W DN. & 2"V RI -2"Vs DN. 4"LDR UNIT 1240 1 SEE T A2.14 4"S P 3" 2 W _2- Vs D wc-1 L Ref EL -R 21 V 21! UNI 2" DN & 4"S V RISE 3-V UNIT SE A2,14 CW B G 3"G HW SEE SHT A2.14 5H WU CFH 2-SH )R g 3"W 3"V p 2-2" 'S DN. 40 CW ww WA ACH UNIT — W== "W DN & 2"v PIq WASH. MACH UNIT 4 2"W DN. Se 2"V RISE 2"W DN & 2"V RISE NOTES. 1, EACH UNIT IS DESIGNATED WITH A LETTER SUCH AS "A", "'B", "C"s t* D") & 2. FOR HORIZONTAL BRANCH SAN. W. & VENT INCLUDING H&CW PIPING TO PLUMBING FIXTURES REEFER ALSO TO UNIT PLAN DRA\,mNrS P-7A & P-78 [CURT AN 21 TO EQUIP FIXTY I ES rG h-G 30 ICE CREAM IN ICE CREAM AREA, SEE �IfT � 300 CFH I , I/ !H T ON DWG P-9A 3-W SPILL IW DR. PP ............ . . .... . ... ... 3*V L ) 4"LDR �ISE TO F.S. \,53�A T.R. 4"S CW 11800 3"V HW 4"F.S. CW 5—'4 "V DN. P HW 2-2"V*s DN. — : P 3"W 4 "s 2-2"Vs DN. 3"V 3"V 2"W DN CW CW SPILL 2-1" 3"V fV RISE IW TO FS L 4"LDHW R 2-2"\(s HW 3 CW tt il;U 2 S 3/4 H & CW DN 4 7400 DN. HW 1? B. S, C 3"G UNIT UNI UNIT UNIT 2-2** DN & 4 S 6H 400 CFI B B B B "V RISE SEE SHT A2.14 SEE SHT A214 E SHT A2.14 SEE SHT A2.14 +:s CW J W 3/4 " B W K�io Ft RWC_ — 'V—A"RK ELEV. 23 HW _TF P 4"S I I 1 1-1 3-COMP — A L-1 2" D4 2 1,31/4—"�14cw 2" F A S DW I Ref 7A L qA) L-1 2 2!!4 L-- EL-R w EL-R Ref 3 ELEV. J Re EL_R Ref w "V I v 0 71 [:_5 2" SH DR i 1"0 v r_1 I I I MACH UNIT TO SPK.--\ 2"SH DR 2 SH DR 2"W DN. & 2"V R WA It SYS, 2"W DN & 2-W 6N. & 2"VY,�IA WASH MACH RISE 211, IT H LL 2LDR �ISE `00 V 2W DN & I 2"SH DR 219A V RISE I /P 4-V 2"SH DR-7 2"V RISE MED CAB BY---- r V) - 81 1"CW CL 0 0 CC SECT Z W DN I I Rtf LW 1 ReL_ rf "V R 0 40 4 4a,P 3 A 2!� T 4"V �@ 1 2 85 DW S vr- 12" 2 210 s 2 "Dw QW_c2; 2" 7A 2"W 1 2 4 — — — 2�4 2 7A wc-1 2" SH DR ST 4"S 3 W 2"Va 0 4"S /4 " CW "S11 1"HW 4 2 V 3"V UNIT 2"W UP CW 2 3 "W 2"W DN & UNIT HW 2"W DN UNIT �6CW SEE T A2,14 P 2"V RISE B2 2"W DN & 2"V RISE B2 HW 3"V 15 2"W DN. & 4T A114 2"V RISE UNI 4"S SEE SHT A2.14 CW P 2"SPK DR. B1 P 3"V HW 2'V UP E SHT A21T_ I 9�i� 84 3, 2 PROVIDE 3"P.O. z "h"c' H 5" AFF QR . SECT. 11A"H1 cw "3:'W HD. HT. STAIR #5 7�17 1��E 7800 V's DN. L XSS I rF 6"COMB. JS L 4"LDR 2-2"HW 5ACENI 80 1 5" f) SPK RISE A! r 2-2"tV's DN. i 5:FA1 DN. I 4"- FAI DN. 100'—im HOSES GARDEN FAI WALL (ON E ABOVE THE OTHER F I rL 5"LDR X2 18400 P2 3"W 4" R P " �3v o 1"CW 1"HW E12 E13 E14 E15 CE 50 14 3"W P 3"V 123 CW HW L 5"LDR 2 2m 1} 2"V\s DN. 4 w '5 .5 . v /-;-\ / t-L-4--f 11 13 3"V CW UNIT CW HW 131 HW SEE SHT A2.14 2" SH DR 994 GRAB BAR BY GC SECI 2-2"\/s Dw_� UNIT B1 EE SHT A2,14 4"S, 4"S Trp � 3"v ��6 CW HW 2"SH DR 4"S, 4"S 37 3"V CW HW @L 4"LDR 7 1260 0 3 3"W, 2"W " W' W P 3*tV 33 CW HW U UNIT V 1 Bi T I FSCE SHT .14 DW _j EL- Rtf S DN mi FF > 2%"CW DN. UNIT 2"HW DN. C 1"HWC DN. SEE SHT A2.15 2" 2" SH DR tr 2-2"Vs DN. 7 GRAB BA■ BY GC SECT 41"S 3 "V 4 Q P"*,\ CW HW UNIT B WASH. MACH UNIT SEE SHT A2,14 2"W W & 2"V RISE 2"V RISE 3ftw P 2-2"Vs DN. p 10 3"V CW HW Q8 YV ) CW H W 2"W DN & 2"V RISE 2"W DN & 2"V RISE UNIT ci SEE SHT A2.15 E F-7 >20 we-1 �� 2" SH DR SHOWER RECEPTqR WASH. MACH UNIT-� 12"W DN. & 2"V RISE 2"W DN & I 2"V RIS� 2". V V1,11 m ow'a�"S 2- we - GRAB BAR BY GC SE CT 4"S 3"v CW HWUNIT Il Bi SEE SHT A2,14 A 5 16 W20 W21 W22 2"W DN. & z v KIZIt 3"W, 2"W rp_� 3"V �2 CW HW ---WASH. MACH UNIT NOTE: FOR GENERAL NOTES REFER TO DWG. P-2B & OTHER DRAWINGS. I Z W UPC CC 4 V MaL 4"S 4"S —"b ' 4 2('W - RAIL 744 �4 CW I HW 2"SH DR 2"W DN & 2"V RISE (TYP) FHC w/FE WANGLE VA. H "4HOSE OF F BLDG. C 0 GOWON W/ VOIDOW RISER 2"SH DR 2"W DN & 2"V RISE 3-W 3"W 1 3"VUNIT 2"W DN E 2"V RISE 4"'S 10 7B SI SEE SHT A2.17 3"V 70 1 I.1"C W ELE-R "HW 2"V DN. MED CAB BY GC SECT (TYP) WASH. MACH UNIT Li 2"W DN. & 2"V RISE 23 1 wa L BY GC SECT (TYP) 2 ANCHOR 4"S 3"V 114ncw -1 1 MIT 2"W DN. & 2"V RISE 2!4 4"S -'3/4 i 3"V u"m 10 78 3/4" HW SI MED CAB BY GC SECT (TYP 2"V DN. 4"S 3ff V 1 %-CW SH 1 2"W DN & 3/4 H W 2"V RISE 3"W 1 r -13 V \,L4 ix" Hi 2"SH DR I rL _� 4"LDIR _7� 970 lb 3"W, 3"W 3"V O CW HW WASH, MACH UNIT 2"W DN. & 2"V RISE 4"S 3-v 7 CW LA %,At L 4"LDR 7000 3"WI � �p 3"V �4 CWH UNIT W -2"W DN & 1 SEE SHT A2.17 2V - RISE 4*S 2 ("� 3"V �5 CW ELE-R HW I MED CAB BY GC SECT WASH. MACH UNIT 24 2" 2"W DN. & 2"V RISE LI 24 1 /_10 10 L GRAB BAR BY GC SECT "SH DR 4"S 7e P 3"V CW HW LI I r, r WASH. MACH UNIT 2!4 I 2"W DN. & 2"V RISE F 4" FSP 4 " S RISER 3"V F C w/FE ELE-R I CW 214"ANGLE VA. HW 100'-11h" HOSE Ref I MED CAB BY MED CAB BY CC SECT (I ) IT GC SECT TYP 4"S SEE 17 p r111v 2"W DN & CW 2"V RISE I HW P 3"W 3"v HW E20 E21 E22 17 18 pj T/S 01-25-02 T/S 11-02-01 T/S 10-10-01 T/S 09-24-01 T/S 09-04-01 T/S 08-16-01 T/S 08-09-01 T/S 03-14-01 im _m 1.4 8 IL 0 (n ::D it) cr_ 0 cco o Ld U*) 0 04 z < < I ry CL 0 Q Lj 6 a. < _j z < 0 ry Ld < C14 C*4 C14 < LLJ < �q cin Cti c-I Z 0 7� CHK'D: [PROJECT NO.: �lufj Lj_ LIJ __j >_ 0 _j z _j L-Li M 0 < LL_ z < LAJ Ld 0 __j LLJ L'j M _j 0 > 0 LLJ LLJ _j z 0 P 3B 10i RE E4 50, 10 4-LDR III L 620 0 V -14-,T 2"V DN & 4 # S 2"V RISE 3"V V6� I wi W2 W4 W5 4S p CW W3 3 N HW C all 91-81, 18'-6 1/2" 12'-5 1/2" 24'-0" W 24'- 0" 24'-0" HIbL 2-W DN & 4"I�DOR L 2"V RISE 83 13 4"LDR 3„VW 11000 p 2"W DN 3"W CW 63 2"V RISE 3"V K"_P� ---iii H 68 31#w CW HW v IkU 2"W DN & HW 4t*G G SE 2"W DN & 950 CFH ��2H,ALH,) 2"V RI 4"S 2"V RISE 2"W E iN & 3, : w rp 31tv 2"V RISE 31 V 64 NIT UNIT UNIT CW U IT CW 4"S P� HW B HW B1 3"V T A2.14 SH A2.14 SEE S T A2. SEE SHT A2.14 E SH 4 # CW 2"SH DR 3 HW I FH C w /FE 2-2" Vs 21h-ANGLE VA. $1 100 1 1h" HOSE 2 I R IS 4" FSP ao we- I /17\ rF ;_TI 1 RISER 2-1 I I X_ 4 -1 1 IV I /7\ 7A I�H7 F2* A S-1 DW S-1 3"W 2 1 2_\ /7\ ( P L /2 I�E7 W/ EL-R 3"V H7 K� CW 73 Ref Ref 0 4"LDR EL-R EL-R HW 4"LDR 9700 2"W DN & ❑ 00 I I 2"SH DR 2"SH DR ,2"V RISE 2-2" V's DN WASH MACH UNIT - WASH MACH UNIT WASH MACH UNIT 4::S UNI — WASH ACH UNIT 2"W DN & 2"V RQ Dw Ref 2 D 2"V RI 2"W DN & 2"V RIS 2"W DN & 2"V RISE 3 V 2"SH DR HALL qrr T qt�j CW SEE T \A2.1 7 S-1 HW il / QQ w _C�o F ELE-R (� m TR. -R KIT. EXH LIST WI 0 GCDSEC BY­ 2"W DN & I�E7 T 00 /3 \ 4"S 2"V UP I- DW S J.2' 7A 2t //F� Ref L DR HH wc- I 7 J&� A 7! CW E!>:�� 24 78 ELEV S-1 ow HW w IL I L-1 STAIR WASH MACH UNIT— 381 • #1 2"W DN !k 2"V RISE 4))LDR L GRAB BAR 1wI 136 16 BY GC S:-*CT wc_1 L2"SH DR WASH MACH UNIT UNIT 3"W B 3""W 2"W DN & 2"V RISE 1A I 3"V SEE SHT 3"V W7 CW 2"W DN & 0 CW NIT to ST-1 we 2"SH DR F 2"V RISE 331 HW HW D 4:S Ir I 11� 11 -1 wIl N� 00 2"W DN & E SHT A2. 6 3 V ffr-1 INN 7 2"V RISE 33 CW Q7 551— tt Lil w EL-R Ref 1h" CW DN HW /-7\ S 69 3/4" HW DN WASH MACH UNIT —1I __F % '�Y7 L-1 E7 3 V -1 S-1 c q7A 2 2"W DN & 2"V RISE _71 _2L 4"S �p 2t HW Ci 2"W DN YV MED CA BY 2"V RISE CW GC SEC I W DN & lh- CW DN HW 2"V RISE 2"W DN & 3/4' HW DN PROVIDE H&CW VA ELE-R 0 0 2"V RISE 1-1 \ 2"V DN & CW DN UNDER COUNTER w/AD \L78/ 2"V RISE 2"W DN & �_i UNIT 3/4- HW DN 2"V RISE 2"W DN & DW Ref B � �p 3 w 2"V RISE UNIT SEE SHT A2.14 3"V E CW Ih- CW DN SEE SHT A .7 HW NOTES: 13/4' HW DN 13-W 1. EACH UNIT IS DESIGNATED WITH A LETTER 3"V P 4"S SUCH AS "A", "B", "C", I'D", "E" & "IF"'. CW 3$`V 2. FOR HORIZONTAL BRANCH SAN, W & VENT 78 j (_ W W PLUMBING HW INCLUDING H&CW PiPiNG TO I, b u 2"W DN & FIXTURES REFER ALSO TO UNIT PLAN DRAWN 2"V RISE P-7A & P-7Bl CHIMNEY 4"V P P P UP T.R. �7 kN - �86A 41DR 2"W DN & 9300 24 FHC w/FE 2"V RISE 2"W DN & 2'h"ANGLEI VA. I 4"UP 4"S 41DR L 2*V RISE TO RD 100'-llh" 'HOSE P I 7700 25 5. /--p 9300 24 44 " COMB. FPP rF"� CW 3 V & CW rp ?'*W DNII I uw 3"V SPK RIJER HW 2-2"Vs DN. 4"S 2"V RISE 4 , /,P` .... CW 3$`V HW 13 w MED CAB BY Cw 92 3"V GC SECT HW CW96 2-2"V*S QN. 2"W DN & IHW ► 2"V RISE 2"W DN & FT-- 2"V RISE UNIT U D 1 y 4"UP L DW SEE SHT A2.16 TO RD 25 SEE SHT A2. 7 7700 NIT UNIT 4 "S B 4"V P p SEE S T AV SEE SHT A2.14 3"V ELEj1R C�o UP T,R. 92 95 CW K_,q P HW MED CA O BY L GC SEC /_9 \ I -- , :4, �!, JL wc 1 4 - - - - - - A%_ 2* WASH MACH UNIT __JL _j I X__ �7 - 1r4 �2 2"W DN 2"V RISE I I STAIR A J6. - A \LA,/ 3"W p H EL-R Ref !"Of EL-R 2"S N" KY7 • _R A \LE,/ 2 0 00 rp ------- 1 3 V 5A 713 El CW =�j 00 4"V rp 3 V W-1 HW ST GR AB B ST-1 wc_1 PL L A7,_ 00-1 L2"SH DR L2"SH DR 2 H ACH UNIT P T.R, BY GC CT 0 1 1 \12� - N - __ - I / �4* 1 � I = = WASH M ACH UNIT 2"W DN "V RISE HAL F308 �ST 2"SH C p 4 V I - -SH t.A — - TA,.- r, -4i _j V2 DR 2"W DN 2"V RISE A m DN & P T.R./3"^ 0 x - L 0 00 0 0 Li I Li mw EL-R EL-R 0 10 X W/ Q9 78 Z TV91 Ref ST-1 HW L__j 2' 4 L-1 EL-R Ref Ref UNIT KH7 I�E7 I - WASH M CH i t 1 -2;. S 7A /_4 /D L A Kr7 2"W DN & 2"V RISE 1. - -.3.1 - Ll (D K� P DW DW S-2i -Atw i 2 V--"- KE7 r2*X SL S /-4\ MED CAS BY 3„V GC SEC I 93 2 < wc 4"S 4"V p p P 3"V T A 00 1 EST UNIT UP _R., 96 A 07 08 0 B 99 2 R. 10 + 'TE 1 1 00 "pp I S 78 S E V17 A2.1 SEE SHT 14 L 4"LDR NIT UNIT 2-2"V's DI 4"S 7aL 309 3"V DW Ref 26 1430 0 82 82 4-V I UNIT E SHT A2. 4 SEE SHT A2.14 8 CW E* 2"W DN & UP T.R ( HW 12" DN & WE T A 7 2"W DN & 2"V RISE 30 �L3AO 3"G 2"V RISE 2"V RISE8H 50( 3"W 3 3 0 G UP K G P 3"V-500 CFH k�H 13"V CW K1E7_7 1ww CW 94 3'$V 4"SHW �p 3$$V102 CW90 It CW HW 2"W DN & HW 4"V 2"V RISE 4"UP UP TIR. TO R.D.., �7 9600 2"W DN & 91 L - - 12'-5 9'-6" 14'-6" 24'-0" 2"V P�2" L 12'- 10" 1 12'- loll 2' _81l 3) W El E2 E3 E4 E5 E6 E7 12 13 14 +5 16. 18 19 T/S 01-25-02 T/S 11-02-01 T/S 10-10-01 T/S 09-24-01 T/S 09-04-01 T/S 08-16-01 T/S 08-09-01 T/S 03-14-01 go] vs u 8 401 Z (CHWD: —i z LJ �2 M 0 to L < ui L U- 0 Li > L z 0 to E co 9#1 40 9K W11( W1 2 14'-6" 12'-10" 1, 11'-2" 1K DR. I I l 4. TO 3"P.O. Q ODE SPK. FL. TROL VA. ASSEMBLY w /FE kNGLE VA. -11h" HOSE MB. FSP RISER STAIR 4 38�r i f 2- 2" LLEV 21$V; i #C4 HALL 4"S 1 \ 3"v VQ53 CW HW L 4"LDR 11 10400 FE CO2 10 LB. 4"V P �, �3A 2-2"Vs ON. 4-S 4" **V 31 v 23 3 CW 20 CO2 CW HW LB. HW 4 P P U T.R. 23 20 E V11 R. 2ttW ON 31 K. 2"V RISE 3-G UP tl G 400 CFH 6H U IT 5"LDR4°'UP L SH A; 400 ELEV. T D 4 40 2 4" 4" ELE WG L V. 4*1 2v P p 2"SH R 4J2,,V WASH MACH UNIT 84 A �v 85 1 2"W 2"V RISE >-< P p 4"VG $IG 80 81 1 R 5 6H 00 H TR ASH EL C 4A WC i TO SPK J, DIN ISYS. 2"SPK DR. CONN. TO 3"P.O. PROVIDE SPK. FL. -9 CONTROL VA. ASSEMBLY rF F") 6"COMB, FSP N �1_ SPK RISER EE T A2.13 STAIR #5 31 386 FHC w/FE 21h"ANGLE VA. F - - - - - - - - - 100'-IIA HOSE T J-------------- F 23'-10" 32'- 8" 24'-0" Ell 10 11 Q! QW1 �4 24'-0" 10 W1 8 1 1260 0 4"S 3 " V C W 36 1 2"W ON & 2"W Dh �p 3-W HW 2"V RISE 2"V RI! "w P 42 CW 3"V P 3:W 3 V 2"W ON & --- r HW CW �8 3 v W 50 NIT 3 W L CW 2"V RISE r -�— 2"W ON HW CW ,4"s HW 4"S 2-2"V's ON. HW *0v r, 3 "VI 2"V RISE le� 3 rp UNIT NIT L �4"LDR UNIT NIT UNIT UNIT 43 \, �4 CW 240(h 1 B1 CW 82 B2 __K�l B1 1 131 SEE SHT A2.1 HW HW-JJ SE k SHT A2.14 SHT A2.1 4"S \SEE SHT A2.14 SEE 7 A2.14 SEE SHT A2.14 IPU34 4 3"V 36 L) C* L R LL 2- Ws 18 E�11 11 7— 2w2i if ill 2 7 2 2" 7AS 11w, N' uw Is E 4f Ref EL- EL-R A) ld* L- -1 Ref Ref Ref EL-R 0 E D EL-R EL-R SH 0 EOF] I I I Uil M -�fo 0 LL \-2"SH JR -J WASH MAC'H UNIT �:2"S� DR 2*`S� DR H UNIT 2"W ON 8: 2"V RISE H MACH UNIT WAS I- MACH UNIT WASH MACH UNIT S MACH UN "W I 2*'V RISE WAS IT 2"Wil, DN & 2"V RISE )N & 2"V RISE 2"W & 2"V RISE HALL 1 306 3"G rG H BR 12"W ON & 2"V RISE WASH MACH UNIT ON. ��H rM 0 0 2"W ON & 2"V RISE 2*SH OR r==\=, 1 1— 11 1:1 1 ST SR w RRef F1 F] 0 A 0 FE CO2 2- LJ __:]��UE A /7\ L-1 2 ELEC, 10 LB. A Ref *1 sH �@ I KE7 �@ A 010:S _210 D* .2 -12 2 s Dw we-1 I wc A p K�7 (D 11 15 12'-10" 12'-10" I� W1 6 W17 24'-0" 41DR rL_'� OEM P�s � wi 9 W20 W22 18'— 6 1/2" 7-112'— 5 1/2" 8 NOTE: FOR GENERAL NOTES REFER TO 1yWG. P-213 & OTHER DRAWINGS. � �p 4 S 31tv C HW 2"SH DR FHC w/FE 2%"ANGLE VA. L100'—l%" HOSE L F '� 4-FSP RISER 2 W ON & 2"Y RISE 2"SH DR.- wc-1 _1Al R #3 2 "VS > -- - -------- 4*0S 383 S 2 "V`S W ON & P stv -4 P V UN 47 4"S UNIT2"V RISE 37 C CW P it "W w HW NIT UNIT 2 V RISE 41 V U T SEE 1:3 7 A .14 31)v HW SEE T 215 \-2"W ON & — B B J,-P-� 3"W CW k 3 � i I 2"W ON & — 4*LDR 2"V RISE SEE SHT A2.1 SE HT A2.14 r 3"V HW SE SHT A2.14 CW 2"V RISE 3 970 10 2-2"Vs �, �5 CW 2"W ON &-- 34 HW 2„ UK HW 2"V RISE 1 2-2"\/S ON. YW 3 10 V 48 CW 3" W ` H W --I 3t*V � P l\ CW 46 HW L 4"RD 21)6000 NOTES: 1. EACH UNIT IS DESIGNATED WITH A LETTER SUCH AS "A", "B", "C", IV% "E" & 'IF". 2. FOR HORIZONTAL BRANCH SAN, W & VENT INC`1LUDINGN Inlooda"vY Pli TO rn-LUNIIBING, I FIXTURES REFER ALSO TO UNIT PLAN DRAWINGS P-7A & P-713, L _ --- F1 5"w P 3"V 5 3CW 2-2"Vs ON.- HW GRAB BAR — BY GC SECT 41ts 3"V CW 31 HW WASH MACH UNIT 2"W ON & — 2"V RISE 3 14w 3"V CW ww L I (p I 24 2;:w � �p 6W I HW 2"W DN & UNIT 2"V RISE -4- 711 S, SEE SHT A2.17 5" 2" 4" 3 3"wID / Cw HW H78 WASH MACH 2"W DN & UNIT 2"V RISE 1 I MED CABBY I L GC SECT wc GRAB BAR BY GC T P 3"V wc t 29 Cv / L in H78 lil ::-WASH MACH UNIT 2"W ON & 2"V RISE w 4" d r -) 3")l 28 C% 2" H 'A MED CAB 1015 GC SECT _QQ ELE—R I-- I - inI 4115 (PS 3'V Cw Ref OW I I HW 2 $$w ON & U T 2"V RISE E -2"W ON & 2-SH DR SEE SHT A 17 I 2"V RISE �p � 3" 3 VIII 24 24 GIN HW 1 I I I I I I I L 3 11800 �p 3"W 4"S 3 W 4"UP 3 "v 3"V` 3"v � �p 3-W L CW CW CW I � � 3 14 r TO RD I 1��� I V _7 I I HW 14w ww Ito OV �, P \22V Cw L 5VF rp 4"V 3 HW 2-2"Vs ON. TO R . D. 2"W ON & CW \�_2,) 19300 UP T.R. 2 V RISE HW L 5"LDR ll� - __� -I;4_� - -k 2"W ON & ---- I rl -V 2"W ON & 2"W ON & 19300 31 2" 2"V RISE 2 W DN 2 V RISE 4$*V 2"V RISE 7 UP T,R U "10 HW W ON & V RISE IT ew 4"LDR CP Ivlll _p__1\ 4"V ("'P), 4"V Ref D� 14 19 UP T.R. P 4 S _A�2 UP T.R. rp 3„S T A2.172"V RISE �4 740 0 NI 14 3 V UNIT U T UNIT I S NIT B CW B 2-2"\(s ON. ci CW Iffl-I HW I 4"V SE SHT .14 HW SEE T A.2 4 SEE T 2 4 SEE SHT A2.15 R I 4"S UP R. 8 SEE T A2. L 4"LDR 2Q E _R P 3 v !1 5 CW qA2 7000 1 I W w Li 1 21 L P 4"� tumw 3 2 4 Mr N�A 3 4 5 6 UP T.R. �TI rm-\ �x W/o 2 ____ I ... J WASH MACH UNIT A J Rof F-1 I v 11 Ref fD 11�jAA f w EL— 0 1— A EL—R ST EL—R 100,11 GC®SECiB BYBEAM '"SH DRWASH MACH UNIT BT (TYP) Uj GRAB BAR 4"UP 2"W ON & 2:V RISE 4"UP L 2"SH k­­, wc 2" H DR\ TO RD I TO R, D. DR BY GC SECT 7400 1 WASH MACH UNIT H ALL 2"WDN WASH MACHi UNIT 700 0 3119 4"S _110 MACH I 1 1 �4 L f_0 UNIT 1 4] 2"V RISE sr- k- '2"W & 2"V RISE 2"W ON & 2"V RISE 2"W ON & 'e N' R I E_ T-2"SH 31tV I; I 2"SH DR 10 CW 0 =a 7 H DR 0 HW El Ll /2"S F1 Ref 1E of -WASH MACH UNIT L• 1111 Ret 2"W ON & 2"V RISE 1 2 0-i Ref r �AZ 4" DW S 4 v A 3" L 4"S ilow 4" we-4 .3 24 3"V CW )we_1\A% r3 F1 11 we-1 HW F_ F 4"FSP I MED CAB BY 2"W ON & rr ON. 3"W P I RISER 10 EdE—R GC SECT (TYP) 2"V RISE cW OYNP4"V STAIR-7#fY- FHC w/� Et16 ul- I.K. 3"W 4$is 2%"ANGLE VA. 4"S 4"S I rp,� P I HW 6-i"v YV 3"V YV 100'- 1 %" HOSE L 21 2-2"Vs ON. �, �5 CW CW UNIT UNIT It-n- -, W CW B1 Bi �"� "Ref U T HW UNIT HW UNIT UNIT HW HW SEE SHT A2.14 SEE SHT A2.14 P I \ r­ I j B1 B2 82 2-2"Vs ON 9 CW SEE A 7 1 1 SEE SHT A2,14 SEE SHT A2.14 SEE SHT A2.14 GRAB BAR 9�4 HW - 2"W ON & 9 "1 1 BY GC SECT 2"W ON & 3 2"V RISE F] F1 2"V RISE F 3"W P"*� 3»�**GRAB BAR /1�p 4"V BY GC SECT 1"I V ('L"4"LDR CW P�p Q5 780 0 HW UP T.R. P I,- P -1 � 4-JHW COORDINATE w/ 9 11 UP'T.R. ELEC. SECT. ------ FE CO, 2 P 10 LB. 17 CW H W 2-2"V*s ON. LE)Z2� 4 V T.R 1 12'- 10" L 1 l'- 2" 24'- 0" 24'-0" 12'- 5 1 22 18'-6 1/2" 91-81, 24'-0" k 17 1,k -1i) )UP 9'-6" loll 12 E13 E14 E15 E16 E17 E18 E19 E20 E21 E22 13 14 116 17 18 19 T/S 01-25-02 T/S 11-02-01 T/S 10-10-01 T/S 09-24-01 T/S 09-04-01 T/S 08-16-01 T/S 08-09-01 T/S 03-14-01 110 u ME UJ & cj) SOMA PROJECT NO.: M101 0 __j z _j _j M 0 0 cj--,, cy- m < < I uj L.I. cl-, I M. L.Li LLJ > 0 < 0 Li 0 0 W 4-V UP P T.R. 72 71 WASH MACH UNIT -- --C 2"W DN & 2" RISE 34:S CW HW v 2"SH DR 2"W DN & 2"V RISE FHC w/FE 21h"ANGLE VA. 100'-llh" HOSE I 2"W DN. & - 4-FSP /" F 2"V RISE RISER 3"W In 73 CW UN 4-LDR HW 970 1A 17 2"W DN & SEE A2. 4"UP L 2"V RISE TO R. D. 17 4"V UP P P P omw Ref T.R. 75 74 73 I s- I 0 4"S 78 ELE-IR 3"V ( P � -- I CW 13 HW MED CAB BY CC SECT IF WASH MACH UNIT — 2"W DN & 2" RISE L3- 4"S 3 3 ov m 1 CW 75 -1 wc �hL L HW f4l GRAB BAR -Wc- I BY GC SECT L-1 I• 4"S 3"V ew HW ..... z7, WASH MACH UNIT 2"W DN & 2"V RISE MED CAB BY i I !, _ �BF GC SECT v I I m ELE R 120 S 2"W DN & - DW Ear 2"V RISE UNIT:; 3" 3""Wv UNIT W ( 7 7 I SEE SHT A2.117 HW UJ2 4"V 3"W CWlepl 7 HW 2"W DN & 2-V RISE 4"V 4"S 3 " V P P 67 cw HW ^ nlot'l- mKi -- I UNDER COUNTER w/All /STORAGE 9::;:. 4"V RISE - FE CO2 NOTE: FOR GENERAL NOTES REFER TO DWG. P-2A, & OTHER DRAWINGS. T/S Al 11-02-01 T/S 10-10-01 T/S 09-24-01 T/S 09-04-01 T/S 08-16-01 T/S 08-09-01 T/S 03-14-01 Im m c. 9 "1 Id (In U) ED F- 0 U) U) c, < U) z E CHK'D: P.M. P.A. PROJECT NO.: < cq cq V) z tzi 'CL :m 0 V) t:= V)LLJ L5 I < If LLJ cr W LAJ 0- a Qr-1 Q Q (/) < cy- Z¢ w a cr-- < cn Z LL- LJ __j z LL_ LJ �Z 0 M 0 o ry ry M < in L- C) < Li _j z u- -i < LLJ o III UJ M < > 0 J' LLJ > LL- 0 P 5A )K DR. V. TO 3"P. 0. TROL VA. ASSEMBLY ODE SPK. FL. W/FE kNGLE VA. -1%" HOSE MB. FSP & rF RISER W IV UP P p R. UNIT B :E SHT AZ14 ASSEMBLY F 4 TO SPK SYS. T 2"W DN & 2"V RISE P (----� 3 Ow 3"V KA) CW HW UNIT 82 SEE SHT A2.14 �' '7'3: W oll p 3"V 49 CW HW NIT B PROVIDE H&CW VA UNDER COUNTER w/ADIS K/STORAGE S.S. 3"W SHT A2.14 4"S DN & "V P 44 4"V RISE CW48 FE CO2 HW 4*#S P it p p p CW T.R. 147 48 49 HW 4"S P p p 4" 3 "v 54 57 59 T.R C W \�:17 N11 HW "SH DR �MAU G 2"G UP --A: 4H 250 CFH G 1 4H 4AH 50 CFH p p 4 p �51 52 U T.R.T 2-2"Vs DN " 4S 3 V 51 cw HW 2"W DN & 2"V RISE P 3 W 310V -K:521) CW H 4S W YV UNIT B1 CW 3 SEE SH A21 Hw 2-2" Vis DN U------� I 4"V UP T.R. P I kol jig 111-11 4"U P TO RD 10 11800 4 "v UP(EP 46 T.R. 2"W DN &- I 2"V RISE 3"Wep 3"V 46 CW HW T A2.14 2"W DN & 2"V RISE 7A P Y P 4 V U 41 45 T.R. 3-W 45 V CW HW it f NOW 4"UP L TO RD 12600 7 4-1-1)� ( L L 4$$LDR 1 1260 0 \�7 9 10 80 4"S rp 3"V CW w 2"W DN HW 2"V RISE 4"U1p 4"V UP -rP V P eTO RD T.R. K�36 10800 2"W DN & 2"V RISE 3"w 42 3"V CW 3"W HW 3"V p 2"W DN & CW 2"V RISE HW 4 S p (=P 4"V L 3"V CW 39 \,,�39 T.R. CW 6-) 3 FV 1��2-2"Vs DN 2 - 1\4 D AN"'! m W1 7� 2"W DN I 2"V RISE ( !IT N UNIT UNIT T B1 BI 14 \SrE T A2.14 SEE SHT 2"V RIS 2-2"Vs UNIT 4"S B "v 3 p SEE SHT A2.14 CW t37 Eig W H 4 "v UP,/ �PP T.R. K:3�37 2-2"Vs DN NOTES: 1. EACH UNIT IS DESIGNATED WITH A LETTER SUCHAS "A", "B", "C"t '*D*7, YiE$' & "F' . 2. FOR HORIZONTAL BRANCH SAN, W & VENT INCLUDING H&CW PIPING TO PLUMBING FIXTURES REFER ALSO TO UNIT PLAN DRAWINGS m -7 A O. M -7r'j 2:W DN & z v fflSt 3"W (Ep 3"V 35 CW HW 4LL- S 2-2"Vs DN. 4"S 3"V 31 CW HW GRAB BAR --- BY GC SECT t. NERIKKIN 2"W DN & 2"V RISE W E3O 3V P " CW HW NOTE: — FOR GENERAL NOTES REFER TO DWG. P-28 & OTHER DRAWINGS. 2"W DN & 2"V RISE (P P 4-V UP 32 34,/ T.R. P 3"v 32 CW HW 4"S 30V 34 CW HW 2"SH DR FHC w/FE 2'h-ANGLE VA. 100'-11h" HOSE �F 4"FSP 5) RISER UNIT SEE SHT A2.17 3"W 3"V ra25 CW HW 2"W DN & Ref DW 2"V RISE li 2"W DN & S 4 " EPEE-R 3"SV 2"SH DR. CWHW P p P P P 4"V UP 2 \,�25 26 27 28 �29 T.R. l— W/ I WASH MACH UNIT 2 W DN & 2 RISE L MED CAB BY vwxc I OT- GC SECT GRAB BAR Vs DN 1�4* Z' BY GC SECT 4-S �4 rp 3"v CW HW IL 7B 4 WASH MACH UNIT 2"W DN & 2"V RISE 1 I LI I I L --- w 4"S P 1 24 1 k- 3"V 28 CW HW 2 DR. 1 MED CAB BY 0 1 jl GC SECT (TYP) 0 ESE-R 1 (57B - I I I I rp 4"S3"V 11 s �- 26 CW 112i- Re t1W i i H W "UP L TO RD 2"W DN & 970 0 2"V RISE Zft42iDR 70 3:W HW T/S � 11-02-01 T/S 10-10-01 T/S 09-24-01 T/S 09-04-01 T/S 08-16-01 T/S 08-09-01 T/S 03-14-01 tOJ cf) as -ts - '-4 'n c/5 r cl 'u "j U) j�: � E V CHK'D: P.M. P. A. PROJECT NO.: C) C) to 00 rN OT7 z cn ME wowLLj LLj(oip < U to g < 0-1 Z -er- c=l Lsj[ La Q:—" < < Li cl- z LA- LLJ Q 0 M 0 cr- co < LA-1 >- Lu < o LLj Lj M LLJ < < > Ld LJ 0 U) P5B DUPLEX HW HTRS. TELEDYNE LAARS PW 3050, HEAT 3200 GPH, 40-TO 1407 (1001RISE) EA. SIZE: 7'-4"Lx 4'-6"Wx 5'-10"H HORIZONTAL STEEL STORAGE TANK CEMENT LINED SIZE: 54"DIAx 123"H CAP. 1040 GALS. ASME w/ 3" FIBERGLASS PAINTED STEEL JACKET TELEDYNE BUILT IN PUMP SUPPLY BY LAARS A21024 TEMPERATURE & PRESSURE WATER HEATER SUPPLY 3/4 HP, RELIEF VALVE 6"HW SUPPLY 3"HW (140") SUPPLY 208Y, CAP, 150 GPM 0 1 lTDH llx 15 MANHOLE 6"CW SUPPLY lu"HWC (140') RETURN RELIEF VALVE DRAIN 3"HWC RETURN 3" FULL SIZE AS RELIEF VA. 3" 30 FLUE EXTENDED BY H & V SECT. 140" goo - - — . . a- 140* 0) r— FOR CONTIN. SEE FLOOR "- FLUE EXTENDED BY PLAN DWG. to 14Q® H & V SECT. to C-1 i .4 GAS SUPPLY GAS SUPPLY 3" No E PRESS HEAT LOOP 27 to dcTlx "1 GAUGE (TYP) 4" FOR CONTIN. 6" SEE DWGS. INCREASER EXPAN TANK MODEL ST-30V to 6 T— G 60 �l C AMPTROL 6— 3" 4" HOLBY ,, MIXING VA. 11 GAL. STOR STRAINER CW SUPPLY —4" UNION (TYP) —4'* UNION (TYP) T4"� H.W. CIRC PUMP THERMOMETER 1 6 1h" B&G MODEL H&V (TYP) ll'TDH, 1/6 HP, 120V *L— A UNION i lh* 1 A 26" 3- L j 4" CHECK VALVE 6" T 4 :1 4"\ HW CIR. PUMP 2 SPILL TO FLOOR DRAIN w r-7 64 -4 BY PASS PM,CONC. PAD CONC. PAD BASE RING w/LEGS SUPPORT 16'B&G MODEL TDH, 45 G BY G. C. (TYP) DRAIN BY G.C. (TYP) BOLTED TO CONC. PAD 1/3 HP, 120V (TYP) CONC PAD SPILL DRAINS TO F. D. H 0 T \,A,,/ATER HEATER DETAIL 50L.aklolo VA.L.%VF. U 7 —77-7 'rO KITCHEN HOOD CO2 FIRE PROTECTION SYSTEM . Wl ZIWG BY ELF.C.-MoICAollo. COW — I -rc,- 1-i FZJGH7T AWD LZ;W'T C0UPLIQGqSl INDIRECT WASTE Fl,'XTURE F F kiT, 60?fwg4Qs' GA0.6 IsupploizIr INDIRECT WASTE DRAIN COCA FLOOR 51 1-J, F115 5HUT-OFF FLUSH WITH FLOOR lw AIR DETAIL OF GAS S LE I LVE HOu"'r(-UP KITCHEN INDIRECT WASTE DRAIN T/S 10-10-01 T/S 09-24-01 T/S 09-04-01 T/S 08-16-01 T/S 08-09-01 T/S 03-14-01 a— ::D ct� Lli c� 1� U z Z < cr- n 0) Z LL-j < 0- C) z 0- < 4) cn C) Lli 04 04 T- Lij t z =!� C-4 < ut COO uj -23 -g! z on cl) cv It A '9 CHK'D: P.M. P. A. PROJECT NO.:00-000-00 pe") 00 10 ME 6"x 2%'x 2'h"x 2%" W3 VERTICAL FSP ROOF wi 0 wi 1 wi W2 W4 W5 W6 W7 W8 MANIFOLD 6"COMB. FSP & �F SPK RISER T4'RD 11000 4V "RD / L "rpNll� P� 2'h"4G DN. 830 0 55 55A 350 CFH Q-3.11 I I- \r - - - - - - - - - - - -- - - - - - - - - - - - - L 4"V f PP 1 [DS ----------- �6 4 DS 00 DS DS] DS N :12 1. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U.4 P P P -- - - - - - - - - - DS DS I (o 4"V 5 57 59 1 :1 61 - - - - - - - - - - - - - - - - - - - - - - - - - - 4" 4"RD L 1 0 121360 IA16 z E I ZP P 04 T a. 4"V to - z 56 63 co "rp�p �p \0. 4 V 72 71 61 66A I l 1 i I co U- IIHVAC-,� IT 6:12 o BY H SECT. H A� UNIT `i STAIR - - - - - - - - - - - - - - - - - - - I 1c, I I 'I B 90V 12 1 2 U:> D5j c14 - — — — — — — — — — — - UV 582 00 RD V4 /1 -0 00 4 -0. 1/4"/1 4"RD � L 0 1 1 1 1 i4 X_ --- 1/4'/1 970 0iQ_1 �7 C14 z I _�ZTtHVAC UNIT E2 V L I 1A #711-0 HVAC IT 0 /�"/v- CC R BY H&V SECT. CT, MIN. ---------- 7 BY H SE //0' (TYP. U.N.O. ivo P P P 0� 4"V PROMDE1 STEEL IL-__-- - - ..__1 1 - - - - - - - - - - - - rc%o 75 74 73 LADDER. AT I& % a I ELEV. OVERRUN HVAC- A co BUILD UP TO " I it MATCH TOP OF 2 MANSARD 0 1/4" .1 LL 4 0 OD 0 OD OD D OD 01 ot) 6T L ----------- J ------ it 1 RD 1 :12<q I z Zi I I I (o to4$)v rp_vl_p�p 4* 6:1 uji �9 �66 0: 0 0 4 U-1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - FIRESTOPPING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T 7 6:12DS 11 � �65 v DS '\ - — — — — — — — — — — — — — _1DS L it - — — — — — RD _2 I 21h-G DN. F/ BUILD UP TO y 300 CFH MATCH TOP 0 MANSARD DS 1 4 21h-G DN. G ------- I F9 I \-CHIMNEY FOR 300 CFH 3H -------- iii TOP OF FLUE TO HVAC EXHAUST, 0 4"V 76 77 78 7 I TOP OF ALL PROJECTIONS WITHIN 10'-0" DS y (----------- ----- ------------------- o -- I DS DS ------------------- ��i\ DS DS 10% ----------- I U�s C-4 REFER TO SHEET A2.12 FOR TYPICAL ROOF NOTES. GC TO COORDINATE EQUIPMENT LOCATIONS WITH CHASE LOCATIONS SHOWNMEP, STRUCT, S, ARCH DRAWINGS. I "LIbIK" ROOF ._NOTES: NO MECHANICAL EQUIPMENT TO BE LOCATED ON THIS ROOF. VENT STACKS TO BE KEPT TO A MINIMUM AND RE-ROUTED WHERE POSSIBLE. ROOF TO BE BALASTED. �RD do, 4'/l'-Ott SKYLIGHT 4 RD -7 Oft Li OVERFLOW 2"SPK DR. 1SCUPPER (I 2"P.O. FOR 1(L4 SPK SECT. 6"x 2% " x 2% x 216� RD VERTICAL FSP ROOR MANIFOLD 1 1 1 ua I rlz- _j I - - - - - - - - - - - - - - - - - - - - - - - - TIT - - - - - - - - - - - - - - -T 7 ------------- T_ - - - - - - - - i f II Z 11 II I( V. 4 cq N N I---------- OD OD (J OD II I I OD I I OD I 1 6: 1 6:1 0 0 0 OD�J Nt TAR 3L4 04 484 NOTES: 1/4"/V-C�" RD 'v_ —TYP. 4 FOR ROOF DRAINS VENT TERMINALS MIN. TYP' V4 I ­ — I—— ___ I I—— — __ I I 19-L--o" I " .1 1/4 /1 -n )/4/1-0 1 4 /1-0 RD R —36" AFETY RAIL 1/4 0/1 RD T, v M —IN, 16"COMB. FSP & (TYP. U. N. 0.) ISPK RISER HIGH SAFETY36" RAIL LOUVERED VENT AT REAR 6:12 WALL OF PITCHED ROOF (TYP) 6-12 r --------- LOCATE BETWEEN TRUSSES 0 12 SEE DETAIL 22/A5.01 L z :12 it N 6:12 7 ZI to t 10- 6- 2 V) I C ------------- U- J --------------------- fL12 ±L24 L -------- -- 11 ------------------ DS DS it If— IDS IV ------------ - - - - - - - - - - F 1 1 1 MATC FASCIA ------------ ------- ---------- DS DS NEIGH (TYP.) ------ L ------------ ------- 5:12 .1 0- L ckc 0 W3 W4 E E6 E7 E8 E9 13_ I i I NOTES: ALL VENT TERMINALS WITHIN 25' OF HVAC UNITS EXTEND VENT TERMINAL 2'-0" ABOVE TOP OF HVAC UNIT. NOTES: 1. FOR ROOF DRAINS VENT TERMINALS AND HVAC UNITS SEE DRAWING P-5A. 2. FR ROOF DRAIN LOCATION RFER ARCHITECTURAL DWG. I 10 no] Rol Hsi 50 T/S 01-25-02 T/S 10-10-01 Tfs 09-24-01 T/S 09-04-01 T/S 08-16-01 T/S 08-09-01 T/S 03-14-01 ell Lij ao wow o C/) 154 cd z CHK'D: P. M. P. A. PROJECT NO,: c*4 4Z U*) t'r) 00 C) w cn c"I ca Ln C) z 0 CL_ Ix m (&00 Li z M 0 m < Lli J LLJ o LJ Lj < o< < 0 _1 _j _j Ld > LL_ CL z LL_ 0 0 0 a-- (J� T/S AF of-25-02 T/S 10-10-01 T/S 09-24-01 T/S 09-04-01 T/S 08-16-01 T/S 08-09-01 T/S 03-14-01 im mo A MA Em 50 501 13 14 5 16 17 18 19 10 11 12 4-4 w as t'o) 19' F"l CHK'D: P. M. P. A. PROJECT NO.: ra CD ckt LJ OCU = I En ED Lr) LAJ It Z -< CM LA- LLJ --j >- _j z M 0 o m < LLJ >- Li < cr- —j Ie CL LL- o —i hl I m < < > 0 Lli Lj 0 0 0 ry U� P-6B1 10 30 40 501 2"W. DN. & 2"V RISE %H&CW DROP WASH. MACH. UNIT 2"W, %-H&CW 4"S, 4"S P 3"v 2"V CW BEDROOM HW IN H.0 BELOW FL.— IN H.C. LIVING /DININC, 2"V RISE IN H.0 1h"W DROP CW 2"W IN -Y4" HW DROP H.0 BEL 2"W DN & 2"V RISE 2ftW,3"W 3"v CW 3"W . 3 W 3"v HW CW 2"V RISE HW 2"W DN & H&CW BR. VA'S IN H.C. 2"V RISE ----------- 2-2" VS DN. H&CW RISERS 'GRAB BARS BY G.C. SECT. (TYP) 4 Ih"CW DROP 1A-CW DROP ;�o, SAN HW DROP Y HW DROP 4 1 1 N.— 1 `h *1 A* 2E _j- BATF PROVIDE H&CW PROVIDE H&cWet i x I VA's IN HC w/AD VA's IN HC w/AD 21II ABOVE FL BEL- 4"S DN. & 2"V RISE UNDER -PASS ' 3 r 1h"CW DROP 1 :K: LT -c-H --- E• 3" 2"W DN & 2"V RISE BEL. FL. Ref '\Ed L /D lh-H&CW DROP R 2 MED. CAB. 2"V RISE 1h" H&CW DROP PROVIDE H&CW CW, HW, HWC PIPING IN LOWER LEVEL H.C. ONLY 3-2" V'S ON. 4"S 3"V 2"V CW HW H&CW BR. VAS IN H� 2'SH DR. V2"H&CW DROP SHOWER RECEPTOR GRAB BARS BY G.C. SECT. (TYP)l 1/2 " H&CW DROP 2"W ON & 2*'V RISE WASH MACH UNIT 2"W ON & 2"V RISE V2"H&CW DROP 0 Dr%. VA D IN H.U. WIAV 3/4 4" 2"SH DR. 140 2"W DN. SHOWER RECEPTOR BELOW FLOOR %"CW DROP BELOW FLOOR DETAIL I "-Vp y P y P y P Yp`� 0 32 A 33 A 34,A,36 A 59 (UNIT —TYPE 13) 1h"CW DROP DETAIL 4A P P (UNIT —TYPE 131 A) NOTES: 1. REFER TO UNIT PLUMBING PIPING DETAILS & FLOOR PLANS FOR EXACT LOCATION. FIXTURES MAY BE OPPOSITE HAND OR SIMILAR, INCLUDING ALL RELATED PIPING. FOR EXAMPLE A BATHTUB MAY BE REPLACED WITH A SHOWER w/RECEPTOR & VICE VERSA 2. EACH KITCHEN & TOILET FIXTURE GROUP H&CW BRANCH MAIN SUPPLYING THE FIXTURES SHALL BE PROVIDED WITH A CO�TROL VALVE FOR EACH UNIT. --------- - ------ Z vy. ON. oc Z v m1ar- I %- H&CW DROP WASH. MACH. UNIT 2"W. DN. & 2"V RISE 2"W. 14"H&CW %" H&CW DROP 4"S -WASH. MACH. UNIT P 3"v 2-W, %'H&CW 2"V IN H.0 CW BE FL. BEDROOM HW BEDROOM ELOIN H.C. IN H.0 2"V RISE _U\ANA�INI Q LIVING MINI�Q BELOW FL. %"CWDROP -Y4- HW DROP IN H.C. 2"W ON & 3"W 2"V RISE Vtv 1, A"C 7" cW P 2"W. DN. & 2"V RISE HW %" H&CW DROP 2"V RISE 31 V WASH. MACH, UNIT cW 2"W lh" _T - - - - - - - 2"W DN & HW 2-i"V's ONH&CW 2"V RISE 2-2"Vs DN, GRAB BARS GRAB BARS -T---H&CW BR. VAS BY G.C. SECT. IN H.C. BY G.C. SECT. ---------- 4"S DN, 4"S DN. GRAB BARS CW DROP 1A CW DROP BY G.C. SECT. H&CW BR. VAS H&CW BR. VAS 4 2::A IN H.C. 2 IN H.C. %"CW DROP ;"i�r SAN 12�4 12�4' 3/4 V4" HW DROP 4"S I 4"*S PROVIDE H&CW p RATH 'S BAIF 4"S P 4 4 :�. VA's IN HC w/AD 3"V 2! - 1j v 2" FA wi 4-S DN. CW PT4 ­ CW HW 1A"CW DROP ITL 3 H W r3" 3/4 2 2" TGI­ r N 4 2"W DN & 2"V RISE K TCHEN 2"W DN & 2"V RISE 4 4� 2 1 4" 2"W DN & 2"V RISE Ref 2 Re -H&CW DROP Ref 3" 3" L W/c Ih"H&CW DROP W/ Ai _11 1 7 \7 EL-R 2 MED. CAB. E A\_-�—MED. CAB. EL MED, CAB. PQ[-14 2"V RISE N \--,-2"V RISE 2" 2*V RISE 0 o 1h" H&CW DROP 1 jA H&CW DROP 44 %" H&CW DROP F I SH DR. % PROVIDE H&CW PROVIDE H&CW # J� 0 BR. VA�S IN H.C. w/ADjj 41 1 2"W DN. 4 3" BR. VA'S IN H.C. w/AD SHOWER RECEPTOR 3/4 3/4 2"SH DR. 2"SH DR. 2"W DN. 2"W ON. 2"W & 2"V RISE 1h"CW DROP SHOWER RECEPTOR --SHOWER RECEPTOR 1h" H&CW DROP ���BELOW FLOOR CW, DROP CW, HW, HWC PIPING % . CW DROP CW, HW, HWC PIPING IN LOWER LEVEL H.C. ONLY IN LOWER LEVEL H.C. ONLY BELOW FLOOR BELOW FLOOR P_ P p p P CW, HW, HWC PIPING DETAIL 2. 7 9 11 23 30 IN LOWER LEVEL H.C. ONLY DETAIL 4 1�p D E T A I L 3 rp"y �P�p �p �P�-p U NI T— TIP E 13) P P 21 22 38 39 43 51 31 40 49 72 p "V P _P P P p P (UNIT —TYPE B) (UNIT-TYPE B ) \52 �12 �7VI�92 N 94 Al 02,) IN H.C-------- BELOW FL. ALCOVE IN H.C. — VING/DINING 2"V RISE %*'CW DROP 3/4" HW DROP --2"W DN & 2"V RISE 1/2"H&CW DROP -WASH MACH UNIT 2"W ON & 2"V RISE 1 SHOWER RECEPTOR -T,-2-SH DR. 1/2"H&CW DROP 1/2 W 3 L 3`W p YV �2, It SA w CW 11 2 HW u 2" 1 IN H.C, 2 �4/ 1/2 n 2" - 2" AT CLG. BEL. HEN 1� T 4"S 31- -V4"H " '/2 " P 2�. WC41 _(�) 2»V EL-R CW I HW PROVIDE H&CW BR. VA'S IN HC. w/AD 2"V ON. ih"CW DRj1"/49 PTTN. ABOVE FL. ------CW, HW, HWC PIPING------/ H&CW RISE IN LOWER LEVEL H.C. ONLY %"CW DROP BELOW FLOOR F) F T A I I � LJ I- I t--\ I I- � f y y (UNIT —TYPE A) 21 55 55A 2"SH DR 2"W ON 4"S, 4"S 3"V CW HW PROVIDE H&CW VA's -J UNDER COUNTER w/AD 2"W DN & 2"V RISE ABOVE FL F) F T A L,/ L_ I f--\ I r-\ (UNIT —TYPE C) �_ndFL. '�--2-W. DN. & 2"V RISE !6" H&CW DROP WASH. MACH. UNIT 2-W, 1h-H&CW —2-2"Vs ON, GRAB BARS BY G.C. SECT DN. WASH MACH UNIT t--4"S CW DROP _4 2"W DN. & CW SR. VA'S 2"V RISE + IN H.C. %"H&CW DROP 4**S 1 P 4"S 4"S Yv 4"S p CW 3"v HW CW HW "W DN & 2"V RISE IN H.C.—_ %'*H&CW DROP BEL. -��ED. CAB. 4"S DN, 4­2"V RISE 2"V RISE H&CW DROP ,+--jh" PROVIDE H&CW RR. VA'S IN H r w /An \------L-4SH DR. 3**V 21tW DN. \--------SHOWER RECEPTOR CW HW %"CW DROP PIPING ABOVE FL- \ -ELOW FLOOR 2"W & 2"V RISE - ----- CW, HW, HWC PIPING 3/4" CW DROP "HW IN LOWER LEVEL a DROP H.C. ONLY M-CW DROP CW 2"W. DN. & 2"V RISE HW 1h" H&CW DROP "v 010E ----WASH. MACH. UNIT JW. DN & 2"W, jj"H&CW 2-2" Vs DN. H&CW BR Me /----GRAB BARS BY G.C. SECT. IN H.C. 1 4"S DN. 1h-CW DROP 1h"CW DROP \Th'�'t HW DROP ) .-------H&CW BR. VAS ------------ it SAN LLT-> - 21 2�J I I IN H.C. 4"S I vy BATH P 4-S 3"v V4 A+ CW 1/2 KITCHEN 21 H W 6, Q TK #1 r- '/2 31# I 4! - SH- -.2- WC-1 3�- Ref 2!�-NL W/D PROVIDE H&CW L EL -R BR. VAS IN H.C. w/AD T-1 2"W DN & 2"V RISE 'k I M"H&CW DROP MED. CAB. 2"SHOWER V4 I L 4 2"V RECEPTOR H 4� 2"W ONRISE %"CW DROP 44" H&CW DROP BELOW FLOOR X, CW, HW, HWC PIPING BELOW FLOOR IN LOWER LEVEL H.C. ONLY AT LOWEST LEVEL DETAIL 7 1( P v P y P P P P P ONLY UNIT --TYPE D TYPE B\\/}J � 10 13 37A 62 A 88 89 93 14 16 DETAIL 6A (UNIT —TYPE C1) E3 �2"WDN& 2"V RISE IA"H&CW H&CW VA's p 4"S, 4-S SOV CW HW !4"rw npnp 2-V DN & 2"V RISE BEL, FL. 2"W DN & 2"V RISE 1/2-H&CW DROP BEDROOM BEDROQN #2 IN H.0 LI IVINQ�Dl2 W. DN. & 2"V RISE BELOW FL. IT 1h" H&CW DROP IN H.C. - - ---------- WASH. MACH. UNIT 3:W 2"W, �6"H&CW 3 v P 4:S cW 319, HW 3-2" Vs ,7"v CW ilW,D,N-& HW H&CW BR. VA'S H CW BRje IN H.C. GRAB AS BARS 1h*,-"VY y nCW DROP BY G.C. SECT. HW DROP 0/4" F ---- 1 1 XA 1h'CW DROP Al '. ", HW DROP lh"H&CW DROP i?ff- SAN ........ 3 V 'k 2"SH DR --------------- /4 4 2"W DN 4 �-27 I. A- L TV -3 BAT 4 . I. I /4" 4"S DN. %"CW DROP 1/2 K rTQ 21 QATI____ 1 3" 2"W DN & 2"V RISE _T WC I SH-1 2' 4"S, 4"S 2� r*44 YV L-1 *2- Ref JR 2-% h/ D 1h"H&CW DROP cW k. E Ge"cis. I CAB. _x , , 1, �ll 1 HW Iq 2"V RISE 4 11 12"W DN. N V i 4 SHOWER 3/4,f PROVIDE H&CW VA's RECEPTOR '/2 1 UNDER COUNTER w/AD %"CWDROP \— 2"W DN & BELOW FLOOR BELOW FLOOR 2"V RISE CW, HW, HWC PIPING -CW, HW, HWC PIPING ABOVE FL IN LOWER LEVEL H.C. ONLY P p P P P IN LOWER LEVEL H.C. ONLY D T A IL 8 14 18 10 61 6 P p P P r- T/S 10-10-01 T/S 09-24-01 T/S 09-04-01 T/s 08-16-01 T/S 08-09-01 T/S 03-14-01 k u# ml m am] 50 W < c) 0 0 as Z < z CHK'D: P.M. P. A. PROJECT NO.: < f_-) 00 C24 < U- tz cr_ z tD c, L 0 U) v) 5 Li ck: < Oil cy- cn. z 61�4=1 ry L_ ff LLJ y moo or-,, ry m < I-- < Lli >- Lj_ Li bi ry _j U- 0 uj < 0 _j _j L > < 0 o cf) T/S 10-10-01 T/s 09-24-01 T/S 09-04-01 T/S 08-16-01 T/s 08-09-01 T/s 03-14-01 Im PIPING IN LOWER LEVEL H.C. (TYP) 2"W DN & 2"V RISE MED. CAB. (TYP) DROP 4"S DN. M"CW DROP mQmr.F__w?&c_W__ BR. VA's IN H.C. 2"W DN & 2"V RISE (LOCATION VARIES) DETAIL 10 (UNIT -TYPE E) I %"W DN %-H&CW DROP GRAB BARS BY GC SECT IA' H&CW DROP K—P NP P �p PP 1 2 3 - 4 5 6 6 p p p p p p p p 244 25 26 27 28 29 30 73 p p p p p p p8 74 A 75 A 96 A 97_K 8 A 99 A 100 A 101 DETAIL 11 (UNIT -TYPE E) 7 4"S 4"S .-03"V CW HW PROVIDE H&CW BR VA's IN HC —lh" H&CW DROP 2"W DN & 2"V RISE 50 0 11 12 13 14 +5 16 1 U) �—W � gl- 8. ?mN< 'T g CHK'D: P.M. P. A. PROJECT NO.: ui < te-1 00 V_ 0 0 L;l � V, < ix) Lj U_ z t Z M a0 ovi U) Ln < ui Qt M:2 C z LLJ _j z LLJ �Z M 0 o ry m < ui LL_ LLJ Ld Lj _j 0 Lij LLJ M < 0 < D CD LL- < U o CL cf) NOTE5: 5PRI N 1CLER I . PROVIDE AIR CHAMBER5 AT THE END5 OF EACH HOT AND COLD WATER DRAIN I SPRINKLER DRAIN 5UPPLY 5RANCH TO EACH 5INGLE 1`15TURE GROUP OF FIXTURE5. CONNECT TO # # 2, AIR CHAM5ER5 SHALL BE AT LEAST FULL 512E OF EACH BRANCH VENT STACK „ ( a � WASTE INDIRECT „ CONNECTION BUT I INCH MINIMUM AND 3G INCHE5 LONG FOR MORE ' I THAN ONE FIXTURE AND, I" INCH MINIMUM AND 16" INCHE5 LONG FOR AIR GAP 51NGLF FIXTURE. D15TANCE TO TOP OF AIR CHAMBER 5HALL 5E MEASURED .A. FITTING PIPE SLEEVE BY PLBG, A50VE THE H1GHE5T FIXTURE FLOOR RIM, w/DOUBLE IP5 THREADS SECTION j s ( 1 PROVIDE AIR CHAM5ER5 30" INCHE5 HIGH AT THE TOP OF ALL WATER -�— GATE VALVE GATE VALVE WELDED i R15ER5, 5AME 5IZE A5 R15ER5 BUT MINIMUN OF 2" INCHE5 51ZE. CIO• fLA5HING5 co 5W`ING CHECK VALVE 8" STEAL � ® � > w,ILEVEL WEIGHT T PIPE ; - m —----INSULATION WELDED .► a o '� .v AIR GIIAMBER IN WALL OR PIPE 5PACE BEHIND PUMP COVER SWING CHECK SALVE r- FLOOR r1 F1XT, ONE PIPE SIZE LARGER THAN SUPPLY. w/LEVEL WEIGHT v � x ry � - � � INCREASER A5 REC�'D 1$ ! ' , s . foR ROOF I CON5TRUCTION ` SECTION A —A KEfER TO LEEVE ROOF ARCH, DWG5. NOTE: WHEN SPK. DRAIN LP.5. SLEEVE IS CONNECTED TO. FIXTURE 5UPPLY STORM SYSTEM f DELETE TRAP & �- VENT. �...�----------- 5RANCH MAIN. PUMP DISCHARGE PIPING ROOF TERMINAL TYPICAL SPRINKLER DRAIN NOTE. PROVIDE 2 SUBMERSIBLE PORTABLE WATER SERVICE /�" DISCHARGE PIPE SUMP PUMPS CAP, 10 GPM, 1/3 HP, 120V, /`1 I RCHAMBER DER ALARM MOUNTED FEDERAL PUMP MODEL 1 I/2P- 1/3-4 GATE VALVE H! WA` AND STORE IN BOILER ROOM (TYP ) ON COVER TO ALARM LOCATED IN PIT � TO ELEC. OUTLET �..-------- TO BACKFLGW 1 f" ALTERNATE LOCATION PERFORATED COVER PREVENTER POR FASTENING w/FRAME TO SUIT CGNN. TO PLUGGED r ; ; BY PLBG. SECT. �' 2" OUTLET (TYP) ' CHECK VALVE PRESSURE ' " ' ELEV. PIT !� GAUGE TILE GYPSUM APPROVED ` �l1,`x 2V2" CADMIUM WALL BOARD WATER METERS GATE VALVE 6„ E s PLATED TEMPORARY I i .d ati; BOLT5 {TY9 P) ! L A I V A t ila" �v CHANNEL T PIP) 5TEEL PLATE E-R515LE SUMP PUMP'N CO. +s , �_. STRAINER +� FLOOR $ 4 B'�?BUG E`#C tJ C. N r to u> I rC.. . PIPE DIAME, ER , i" a s� ISLE FLOORS PLANS 4.: r"OR CAPACITY) , ®' 5UPPORT METER AS `• i SEE DRAWINGS REQUIRED ON CONCRETE CLINCH NUTS (TYPICAL) # 41/4MIN, ' I '� i NOTESs i 1. FOR PIPE SIZES REFER TO FLOOR PLANS. I r SIX ELDOW SWING 2. ALSO REFER TO WATER METER DETAIL ON DWG. P-1A. EXPAN51OIN LOOP LVAT� CAN SUBMERSIBLE SUMP PUMP WATER METER ASSEMBLY ! , x k ° «J 1 j DRY WALL CONSTRUCTIONS A. III 1 I 1 FLEX NOTE: 1 (LINK 5EAL1NG JOINOMPOUND L REFER TO ARCH & STRUCT DRAWNGS FOR FLOOR <' PIPE 5LEEVE CONTRUCTTON & CLG. CONSTR. MODIFY DETAILS AS PACKING . � GROUT REWIRED �� ROD DIAMETER WATERTIGHT GALV, STEEL SLEEVE VARIES 5EE 5CHEDULE ELEVATION 4"x 13/4"x 5/ I G" M. .. SPACING PIPE ROD ANCHOR A ENTRY SLEEVE 8� Sft 9" G lift e Y0 -- - 1'_0" lL" I/e® PLUGGED BRACE INTERMEDIATE JOINT5 OUTLET FOR t WITH R15ER CLAMPS AND ROD5 TESTING t TYPICAL FRICTION CLAMP Al. T ACI i FLOOR t WING LOCK GATE VALVE -- -- CHECK VALVE EttX3R GAS COCK C GLOSE VALVE �- i------------'7 5ECURE BA5E OF 5TACK TO BUILDING 5TRUCTURE WITH R15ER u AT EACH JOINT CLAMP AND ROD5OR TRAPEZE HANGER DETAIL. TRAPE5E HANGER FINI5H ,` ! . ,, NEW GAS SERVICE N p ! top R15ER SECTION "A -All EXPAN51ON LOOP CONC. IN r �. CONC. FLAB OR CONC. OR PLANK PIPE CLAMP FOUNDATION WALL CLEV(5 HAA. _ q P! ... _ ,. ��"~-� VARIE5 VV'ATERRI5ER 5EE SCHEDULEAT SERVICE PIPE OINTG(TYP) �, 1 ,� NOTE; Of a� 4 <. q �.. P%Pz 4 F PI °a:'A TYPICAL FOR ALL ! p t FLOOR DETAIL f PIPE UPPC�� 'L.�T10N EXPANSION LOOP C EV1 HANGS DETAIL 8 ! E ESCUTCHEON 1 I I I GAS RISER HOT AND COLD HOT WATER WATER RISER CIRC. RISER w PIPE OPENINGS IN CONCRETE WALLS II BELOW R A PIPE . i r SLEEVE O.D da T/S 10-10-01 T/S 09-24-01 T/S 09-04-01 T/S 08-16-01 T/S 03-09-01 T/S 03-14-01 11k ° I N N f" GALV. STEEL FLANGE WELDED TO SLEEVE n GALV. STEEL LINK SEAL JOINT (TYP}}� LEAD ESCUT11EO N It OF PIPE OAKUM WELD ENTIRE PERIMETER OF SLEEVE {f ` EXTERIOR WALL x 6` LONG NIPPLE 3/4" DRAIN WITH AND CAP VACUUM BREAKER AND HOSE END GAS, CW, HW & HWC RISERS DRAINAGE PIPE HANGERS WATERTIGHT SLEEVE 0 CL- aw W CK- z z C ,J z Lja. Q C CD z <_ 0 �— F-z v 0::�-0 <c �z N CHK'D: P.M. PROJECT NO.:00-000-00 uj c> < 00 G2 tz e w s 4 CL 4uj z 6" G 4" i CONC.`Ai BY w G .s SUPP FLUE EXTEN H & V SEC' GAS SUPPL` UNION (TYP) 4 c� CONC. PAD ` 44" DRAIN BY G.C. (TYP) (TYP) DUPLEX HW HTRS. TELEDYNE LAARS PW 3050, HEAT 3200 GPH, 40`TO 140-F (100"RISE) EA. SIZE: 7'-4"Lx 4'-6"Wx 5'-10"H BUILT IN PUMP SUPPLY BY WATER HEATER SUPPLY 3/4 HP, 208V, CAP, 150 GPM Q 11'TDH FLUE EXTENDED BY H & V SECT. GAS SUPPLY 6" UNION (TYP) THERMOMETER (TYP) 4: BASE RING wAEGS BOLTED TO CONC. .Ai SUPPORT CONC `Ai SPILL DRAINS D. N. HORIZONTAL STEEL STORAGE TANK CEMENT LINED SIZE: 54"DiAx 123"H CAP, 1040 GALS. ASME w/ 3" FIBERGLASS PAINTED STEEL JACKET TELEDYNE LAARS A21024 TEMPERATURE & PRESSURE -W--- RELIEF VALVE 11x 15 MANHOLE RELIEF VALVE DRAIN 3„ FULL SIZE AS RELIEF VA. 3" .. .. 140' ---- 6" _ 4" rn EEI 3" " PRESS . twl GAUGE (TYP) 4" 6" INCREASER 3„ 4" HOLBY ; MIXING VA. STRAINER 3" t4 4" r r 3 �~— UNION ti i A 1010 VI&ILVE` HEN HOOD CO2 rECTIONSYSTEM d 6"HW SUPPLY 3"HW (140-) SUPPLY 6"CW SUPPLY 1%"HWC (140') RETURN 3"HWC RETURN 3„ 4 FOR CONTIN. SEE FLOOR PLAN DWG. 1,h„ » . ° 140 HEAT LOOP 27" EXPAN TANK AMPTROL MODEL ST-30V 11 GAL. STOR 1lh» CW SUPPLY • H.W. CIRC PUMP tj,�" �-- B&G MODEL H&V i:.. 1, 11'TDH, 1 /6 HP, 120V il,, i -T-r,., H 1�, t-1 INDIRECT WASTE D8 T1S 10-10-01 T1S 09-24-01 T1S 09-04-01 TIS 08-16-01 T1S 08-09-01 T1S 03-14-01 a cca CL. c o (o LLJ Or to z Z Q CL C� W cs < .— 0- . J = c I) U a z <a LJJ QN z � {pT C) C� W +-a F-- 4 Q �- , ���I-- NOTES: 1. REQUIREMENTS SHOWN ARE FOR ONE UNIT. TO DETERMINE TOTAL REQUIREMENTS, MULTIPLY BY NUMBER IN QUANTITY COLUMN. 2. ALL CONNECTIONS SHOWN IN THE EQUIPMENT SCHEDULE ARE SIZED AS THEY ACTUALLY OCCUR ON THE EQUIPMENT. 3. WHERE INDICATED TO CONNECT IN OR THROUGH A VALVE COMPARTMENT, CONTRACTOR SHALL STUB -UP INTO VALVE COMPARTMENT AT HEIGHT INDICATED ON ROUGH -IN PLAN, CAP HIS WORK AND MAKE FINAL CONNECTIONS AFTER EQUIPMENT IS IN PLACE. 4. WHEN EQUIPMENT IS NOTED AS EXISTING, UTILITY REQUIREMENTS SHOULD MATCH EXISTING AS INDICATED ON THE MANUFACTURER'S DATA PLATE. 5. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS REGARDING ELECTRICAL PRE -WIRING AND PLUMBING PRE -PIPING IS TO HAVE THE K.E.C. EXTEND TO AND TERMINATE ALL CONNECTIONS FOR THE EQUIPMENT IN THE LOCATIONS INDICATED IN THE EQUIPMENT SCHEDULE AND ROUGH -IN DRAWINGS. 6. ALL ITEMS SHOWN WITH THE P.I. CONNECTIONS PLUG INTO RECEPTACLES FURNISHED BY THE K.E.C. AS PART OF THEEQUIPMENT. 7. WHERE ELECTRICAL WIRING IS INDICATED AS TERMINATING IN A BREAKER PANEL LOCATED IN AN EQUIPMENT ITEM, IT SHALL BE THE K.E.C.'s RESPONSIBILITY TO FURNISH AND INSTALL, COMPLETELY PRE -WIRED TO FIXTURE COMPONENTS AND EQUIPMENT, A SUITABLY SIZED AND ENGINEERED INTERNAL CIRCUIT BREAKER PANEL COMPLETE WITH PROPERLY SIZED CIRCUIT BREAKERS. 8. ELECTRICAL, PLUMBING AND MECHANICAL CONTRACTORS TO PROVIDE ALL ROUGH -IN BUILDING SERVICES AND MAKE FINAL CONNECTIONS TO ALL FOOD SERVICE EQUIPMENT. THE FOLLOWING ABBREVIATIONS ARE THOSE USED ON THE FOOD SERVICE EQUIPMENT PLANS AND SCHEDULES. A AMPERES MBTU 1000 BTU PER HOUR AFF ABOVE FINISHED FLOOR M MOBILE CFM CUBIC FEET PER MINUTE MILL MILLWORK C.P. CONTROL PANEL MUA MAKE-UP AIR CONN. CONNECTION MW MIXED WATER C.R. CONDENSATE RETURN N.I.K.E.C. NOT IN KITCHEN EQUIPMENT CW COLD WATER CONTRACT DCAG DEDICATED CIRCUITASOLATED GROUND OA OVERALL DCO DUPLEX CONVENIENCE OUTLET PC PLUMBING CONNECTION DN + DOWN FROM CEILING TO HEIGHT AFF PH PHASE DR DUPLEX RECEPTACLE P.T. PLUG-IN EC ELECTRICAL CONNECTION PL PLASTIC LAMINATE FAB FABRICATOR PS PULL STATION FD FLOOR DRAIN PSI POUNDS PER SQUARE INCH FS FLOOR SINK QD QUICK DISCONNECT FPM FEET PER MINUTE QTY QUANTITY FSE FOOD SERVICE EQUIPMENT S STEAM SUPPLY FSS FIRE SUPPRESSION SYSTEM SP STATIC PRESSURE G GAS S/S STAINLESS STEEL GC GENERAL CONTRACTOR SW SWITCH GPM GALLONS PER MINUTE TD TEMPERATURE DROP GT GREASE TRAP TEL TELEPHONE HP HORSEPOWER TEMP TEMPERATURE HW HOT WATER V VOLTS I.W. INDIRECT WASTE VC VALVE COMPARTMENT JB JUNCTION BOX STUB -UP LOCATION W WASTE K.E.C. KITCHEN EQUIPMENT CONTRACTOR WG WATER GAUGE KW KILOWATTS WP WATER PROOF LBS POUNDS WT WEiGHT llilll r . • ■ FOODSERVICE EQUIPMENT SCHEDULE • .. .. $ "�w PLUMBING r r ui r uj cr • w .. MAIN KITCHEN via- �� tr f ` it ♦ - � : .. : • - . �:.1#L'.l►r�•�i�,�����■�� !!i i� IV �� • : < - R r r���� OUSTOM LOW e r �. r __ r ��� r e r - - - a - w a- s - • c ` �� t:.:J�iL±.��1 �� � R e �#� ■ �� ;, • f f r Wr w wifillip •' a �� � r • 'i.�l � iL'aiIn r • �:rY■�!�������!�I���I��I,Gi�!�,1����_ iK/���®r 'r - s � - ram♦ �� ��� �,� ♦ ; ar - . /� �,� Li.i"r�iw,�.iiY1��'���1�1�1��� e, ♦ e , r : ; =1717,11 Zvi ®� ' = •" a - -W� �,�=� ��� r•- ., - - • r it ,- � � 42 r. iCAOLNTM ♦; �� R... i:.i'. r♦Ie r' ♦_ 1 z ,. 11=-. ,..._ ►i �. «. �� + ®®�� III ! !' IRMO gm EMILIO iAA•ff,�Iltl� �.. M � tRe "' a` a ,ni' s r♦' irf "` r'r i `. '.. _ � i♦' � :. ."(.irr' a' .. f ,a i/��1®��I�. �� IR I '. .te ♦ .• � r::. r -....� � .. :. � SIR f •".. ���� :. " 1� f .. _ ,. . � ..... PRIVATE DINING SERVERY . • .. i ♦ ,�.. �:7jrj� (f�^jL+i(liw�w��.l �i�r�ii.�M•����. �� ~ .p,. M BAR ��� .. ,. � " �' ` ♦ + a- a r' r L���� •' •' ®���!II��1��������1'� r _ ��1�1�����1��� it ♦ " �_ :.. e _ � , �}�.� !,iii�Ij(�� CAFE/ICE .a' CREAM PARLOR �������� a s'♦ f�►r ♦ice i���ri♦i: � • ' _ w _ _ r :Z I�.ir.♦;:: [� �� r a � _ �' ii♦ 4 a "� � ."lt.Mw fs�a.. � ���� �-� 4'#;��. 4�tl�i. .i •'. " flir� I�Ira■II�■ r �ii.i.����ii.���IRi�����.��ii��; r' r i�� �� � ' , ► • • y "�- it � f : ����� all AN ■�LS1i�i�������M��^l�i���111Y�� rr s r �i������ •r ��� � . ar , : t �lc'.�. _sc! �f�r'� r7"`■TTIiIT�.rn':r�� � 1� vi--r: I�i�'fL�■ �11111111�� �III�I��� CI T/S 10-10-01 T/S 09-24-01 T/S 09-04-01 T/S 08-16-01 T/S 08-09-01 T/S 03-14-01 t D bi J __i < �_ CL r WW 0- Q C z CL tF_ t 1 -0 N W ® Z �✓ N CNK'D: P.M, P.A. PROJECT NO.:00— 000—OCR Q tz U-1 a J t;j GW (n 0 m Q CJz IL 0 W <41 ii.. Li i LLJ Lij I • ' 1� crr _eJ j 0 Lli � yW� <r f 1 �, j V \_ 4"FD LIQUOR KITCHEN DRY STORAGE n %" HB w/ VAC BRKR 2"W DN. & 2"V RISE " H&CW DN. 2"V DN. a C 3"W P EVAP COIL J/4" CW DROP TO 3✓" H.B. ICE MACHINE t=J \_ 4"FD FE CO2 10 LB. a i i r a SEE DET. ON ;. HANi SINK •a 2 .. # ./ ..c.._..:. `R, ' INSTALL � Hr:AT TAPE t FREEZER —CONOMATEE PRAIN DROP al J��j TO FD COFFEE & TEA DISPENSERS 3/4" HW 1407 DROP 3/4" CW DROP 2"V DN. WORK COUNTER w/ S 2"IW SPILL TO FD - 4"FS 3/4" HB w/ VAC BRKR I SPILL TO FS m m u; 101 an , 04 it%0an t r BOOSTER 4 a DROP SPILL-44 rwi! Q TO FS tom) ":_' 1 i „ ,.i! ►���i l DROP � 115,•SYII! WARM tl1 ►1 i � � •' .� r tt �: � ��j �I�-I .;)��1 �� • ��.. .�„r.a.,►� wiixr..sil If f 4iwl ., .:. F{I.. _*'� a ! wxra .w.w. i r w a w % \ .xnt t >I� � , r3�#� ter, s�� 1 r ♦ 1�,;�.� _ __._..._, �� .. . a T + _ tiIr ( l�*� �!1111� A al cae am �03_ i � r wlr,. a+rac'.�a�,►�rw�_ -.--_ ..,..vrc+:. � u 1� L SPILL! rwi" r'i' MAIN KITCHEN NOTE FOR CONTINUATION OF PIPING REFER TO LOWER LEVEL FLOOR PLAN DWG. P-2A EXTEND 1" IW TO F.S. I i ! 4"F. S. EXTEND 1„ IW TO F.S: 2"W DN. & 2"V RISE IN PTTN 3/q" HB w/ VAC BRKR -3,4" H&CW DROP PROVIDE MIXING VA. LAWLER SERIES 9700CP, w/STOPS, POT WASHING SINKS VAC BRKR & THERMOMETER a'" H & CW DROP 4"FS 2"IW SPILL TO FS kc HB w/ VAC BRKR PLUMBING NOTES 1. THE PLUMBING CONTRACTOR SHALL PROVIDE BOTH ROUGH --IN AND FINAL CONNECTIONS TO ALL EQUIPMENT SHOWN HEREIN. 2. SOLID DOT REPRESENTS ROUGH -IN r LOCATION (FURNISHED BY P.C.) f I DOTTED LINE REPRESENTS FINAL CONNECTION (FURNISHED BY P.C.) \ CIRCLE REPRESENTS CONNECTION ON EQUIPMENT (FURNISHED BY P.C.) 3. PLUMBING CONTRACTOR TO KEEP ALL PLUMBING LINES CLEAR OF WALL BACKING AREAS. REFER TO WALL COORDINATION PLAN FOR MORE INFO. 4. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL SHUT --OFF VALVES AND REGULATORS AS REQUIRED TO ALL EQUIPMENT. 5. PLUMBING CONTRACTOR TO INSTALL GAS SOLENOID VALVE AS REQUIRED BY K.E.C. 6. PLUMBING CONTRACTOR TO PROVIDE C.W. & DRAIN TO EVAPORATIVE COOLER ON ROOF VERIFY LOCATION. 7. ALL FOOD SERVICE EQUIPMENT IN KITCHENS EXCEPT HAND SINKS SHALL BE PROVIDED WITH 140° F HOT WATER. 8. CONTRACTOR SHALL REFER TO THE KITCHEN ROUGHING PLANS FOR EXACT LOCATION OF ALL WASTE, INDIRECT WASTE DRAINS, H&CW AND GAS PIPING REQUIREMENTS. PRIOR TO INSTALLATION, ALL FIXTURES AND EQUIPMENT SHALL BE PIPED WHETHER SHOWN ON DRAWINGS. 9, ALL EXPOSED WASTE DRAIN INCLUDING H&CW PIPING IN KITCHEN AND FOOD SERVICE AREAS SHALL BE CHROME PLATED. 10. FIRE PROTECTION HOOD CO2 SYSTEM BY KITCHEN CONSULTANT, 3-COMP SINK 2"IW 3/4" H & CW 4"FS 3/"H&CW DROP err` Z-� ■ SPILL DRAINS TO FS �+,�yTrt7 � i �wa i?3Mw r i (*y UNDER ! kL� HAND r �I CE IM - vol >i r ?�d� •r+z.,ISM� /,#', t li►pC�+ err BELOW FL or " 2 J, 11 ai..I.-2 FOOD SERVICEEQUIPMENTPLUMBINGSCHEDULE -- • • REMARKS MAIN KITCHEN r ar I w _ U=lig ��i� x �,. r -' r� r r '��► ������� ��� r r r µ r PRIVATE DINING SERVERY ,e 's BAR *N Nil il Mal Nil M Nal CREAM PARLOR AZZit r �► Alk— ♦, �r �r T/S 10-10-01 T/S 09-04-01 T/S 08-16-01 T/S 08-09-01 T/S 03-14-01 1.:u F--- \fir a, szcvci� CH K'D. P. M. . P. A. PROJECT NO., c� ea dr n 0 a Q m aw U Y. p Li.i « # V LLt m °QC tom.) z a ry tom!! W 1 Lei_ ""I IZ ( o ry Ld m < LL- w II Lq W o Li.l ` <C5 U _j LLJ } L.LJ Z o - F0 1�-- 1 st. FL. Lower FL. I I BUMBER r CURB, VALVE i wr G RISERGA,S HVAC UNIT — BY H&V SECT. (TYP) G 3H HVAC UNIT #1 300 CFH 2' f'; " G (H) G 2H HVAC UNIT #1A 300 CFH 21/2 5T-faffom G G G G 1H 4AH 4H 5H HVAC UNIT #5 HVAC UNIT #7 HVAC UNIT #6 HVAC UNIT #5 350 CFH 400 CFH 250 CFH 500 CFH 21 1 2" 21/ " 21/ " 3" G G () 400F_.__-- G ___ 650 CFH 4'-q 3" FP 1 G (FP) KITCHEN GAS SOLENOID VALVE CONNECTED TO KITCHEN FIRE PROT SYS. 3f -- 735 CFH 4- 3" 3" a u- FLUE EXTENDED BY H&V SECT. 950 CFH KIT. GAS SOLENOID VALVE 650 CFH 500 CFH- 4 $$21f" A 1 Ord p!! per!! 4>! ►ry» p)! G.Q� CFH 4" 1 229 CFHY! !8 i! » !! )9 p} iL fi » lh! 'i^J1 i/ 5 185Q CFH 2 4 4 2 3 4- 21 lz FP FOR CONTIN. SEE G C FP G {G)G (FP) 1 ! 3 DIAGRAM PART it G (c) (Q (FP) G (C) (L) (fF) {) () { ) 4» G (H) 5d! G (H)--�---� )! G {>i) G (H) G { } 4 G (PP) 4 4)! 4 1 1 0!� { } Iv G (H) G (G) _ G (�} 700 CFH, G (ti) 6000 CFH rr G (L) ®- > . _�..._ _ G (Q 2'/�" G (L) 1' " 1 6000 CFH -- ;r » 6 (�) ,) » 6r> 6» !! G (h) 3 {L} FP 5000 CFH 4 4 4 !! 4}' ��" 5'� P3�4 CFH 2t/" GRIDDLE RANG 2—BOILERS 1000 CFH 1000 CFH 1000 CFH 4 1000 CFH T 3!! w/OVEN 30 CFHFHEA. 344 CFH LAU N D ICY !) LAU N D ICY �f » 2 3l " LIVING 0 �h CD 1000 CFH 0 ,p TILTING 220 CFH) TILTING (60 CFH) r) 26 DIA 26 DIA KETTLE FRYE Comm. �i. SKILLET DOUBLE OVEN 2'/�" 2 10 t r+ 250 CFH 3), 244 CFH 2)! 91 CFH 1 !, 90 CFH !! 2!, 2rr MAID KIT IIEN 3"' - 1" 1 1L-1 Uj lj� FIREPLACE FIRE ACE FIREPLACE 5 GAS BOILERS BY H&V SECT. DOMESTIC N.W. DUPLEX HOT WATER HEATERS CONK. TO 2"P.O. PROV#DED 1000 CFH EA. STORAGE TANK DUPLEX GAS H.W. HTRS. FEAT 3200 GPH EA, 2,! BY SITE ENGINEER 2" PLASTIC HIGH PRESS GAS SERVICE BY SITE ENO. PIPE SHALL BE MFG'R BY DISSCOP#PE MODEL 8000 PLASTIC PIPE IN STRICT ACCORDANCE WITH GAS CO. REQUIREMENTS. G (C) i G (H) # I f # I ! i 4�� GAS RISER DIAGRAM - PART II NO SCALE GAS METER COOKING, FIREPLACES & LAUNDRY CLOTHES DRYERS FURNISHED BY GAS CO. THE ENTIRE METER INSTALLATION GAS REGULATING VALVE SET 0 4" WATER SHALL BE IN STRICT ACCORDANCE COLUMN WITH VENT OPNG. FACING GROUND w/GAS CO. REQUIREMENTS & DWG. (TYP) ED-16511--B REV 5. GAS METER HEATING BOILERS,DOMESTIC H.W. HEATERS & ROOF TOP HVAC UNIT'�- WATERTIGHT SLEEVE G 40 TO 140-F (100°RISE) 3000 CFH EA. 2—GAS TUMBLE DRYERS FIREPLACES FURN. TELEDYNE LAARS MODEL Pw 3050 BY OWNER 160 CFH EA. BY OWNER 50 CFH EA. GAS DRYER 2—GAS DRYERS FURN 22 CFH BY OWNER 100 CFH EA. GAS- NOTES 1 , ALL REQUIREMENTS FOR INSTALLATION OF GAS PIPES SHALL IN ACCORDANCE .i.` 1.. USASI 1 • 1. 1S COMPANY REQUIREMENTS, * BUILDING OD AND ALL AGENCIES HAVING JURISDiCTION. 2. GAS METER ASSEMBLY INCLUDING VALVES, PIPING, VENTS AND ALL APPURTENANCES r* ' i.STRICT ACCORDANCE WITH A COMPANY j : REQUIREMENTS. 3. METERS AND ACCESSORIES SHALL LOCATED LESS THAN 10 FEET FROM ANY STAIRWAY. BRANCH4. a LESS y y ELBOW BRANCH PIPES SHALL TAKENi TOP OR SIDES OF HORIZONTAL LINES AND NOT FROM BOTTOM. 5. PROVIDE STOP COCK OR VALVE IN CONNECTION TO EACH GAS BURNING FIXTURE EQUIPMENT REQUIRING s a • • VALVE SHALL BE THE APPROVED LOCK SHIELD TYPE WITH 1/8' TEST CONNECTION DOWNSTREAM 7. y METER i! SHALL BY H&V SECT. 8. CONTRACTOR SHALL PROVIDE VENTS FOR ALL PRESSURE REGULATING VALVES & SHALL EXTEND VENTS TO OUTSIDE EXTERIOR WALLS AS REQUIRED. THE SIZE OF BE IN ACCORDANCE COMPANYGAS Q BUMPERS.9. GAS METER INSTALLATION SHALL BE PROTECTED FROM DAMAGE BY THE SITE ENGINEER WITH 10. CONTRACTOR SHALL COORDINATE HVAC SECTION FOR EXACT LOCATION OF GAS SUPPLY LOCATION. T/S 11-02-01 T/S 10-10-01 T/S 09-•24-01 T/S 09-04-01 T/S 08-16-01 ri E EW CHK'D. P.M. P. A. PROJECT NO..00-000-00 1 tz 'r. 9wi.e ui 94. 5. j -` < m V / 0 ~LWM� W6w z o" I Q z Q W d Lis —J k U z Lij Y 0 m Q Ld cr- I 0 -i Li- i , ,. ( 1 7 _j L..J c s LL- 0 /n Q r � P12' FIRE PUMP S'I'. PRESSURE - BY -PASS LINE 00 11 3/4" ABD m SPRINKLER ELEC. ALARM GONG BY ELCT SECT 6"X21/i"X2' "COMB FSP & 9 2rld. FL. FLQ5HTYPE TYP SIAMESE CONN. BY PLBG SECT CAPS PAINTED YELLOW s* MIN. 18" 1 st. FL. MAX, 36" EXTEND 5-0" BEYOND FOUNDATION WALL FOR EXTENSION BY SITE ENGINEER CURB VALVE IN C.I. BOX 4- 8" COMB FSP & SPK SERVICE BY PLBG SECT. Lower FL. EXIST 16" WATER MAIN 47 PSI ST PRESS. 1 st. FL. SPK ANNUNCIATOR PANEL TO A CENTRAL STATION BY ELEC. SECT. F 4 6" VERTICAL FSP ROOF MANIFOLD 6"x2 %"x2 %'x2'h" F BY PLBG. SECTION STAIR 65 PSI RESIDUAL PRESSURE r 1 HEATED 3 PROVIDE 2" P.0 FOR SPK SECT i� STAIR 6"COMB. FSP 4" & SPK RISER 4H 5 -0 -- F1IC w/FE 2%" ANGLE VA. 100'-1 �," HOSE STAIR (TYP) 4"COMB. FSP & SPK RISER Ui [j 5'-O" 4„ RISER CONTROL VA. w/TS CHECK VA. 6" \ � 6" F 6" 6" wFA 6" ,r 6" _ ­ j� \ F ram-"--- F 11 F 8" F `8H 8 8" -8n 41114. 8n g°' L Y STEEL TS TS C- TS g" LADDER g" BY G.C. TS SECT. Ts 8" �--- JOCKEY PUMP F 10 GPM, 185' TDH PEERLESS CR 2-50, 185'TDH 11h HP, 460V, 3PH, 3500 RPM SHUT OFF 196' (140 PSI) JOCKEY PUMP CONTROLLER 8" DOUBLE DETECTOR CHECK FIRETROL FTA--500L BACKFLOW PREVENTER FEBCO 856 AUTO FIRE BOOSTER PUMP CAP 1000 GPM 162' TDH (70 PSI) BY PLBG CONN. TO 8"P.O. PO HP, 460 V. 3PH, 3500 RPM PROVIDED BY PLBG. SECT. PEERLESS PUMP SECTION FIRE PUMP TEST STATION MODEL 5AEF-8N PUMP SHUT OFF 80 PSI, FIRE PUMP CONTROLLER PROVIDE 0" CLEARANCE FIRETROL FTA 1350 REDUCED VOLTAGE AROUND PUMP STARTER FIRETROL FTA 900 TRANSFER SWITCH CONC. PAD 12" HIGH COMB. FSP & SPIN RISER DIAGRAM - FART I NQ SCALE F 4" VERTICAL FSP ---- PROVIDE 2" P.0 ROOF MANIFOLD FOR SPK SECT 4':x2i6"x2i�x2 BY PLBG. SECTION STAIR 65 PSI RESIDUAL PRESSURE ,-p HEATED 7'-0" TS FHC w/FE 00 4"_ 21h" ANGLE VA 0.) 100'-11h" HOSE STAIR (TYP} 4"COMB. FSP ----- _ 6"COMB. FSP & SPK RISER & SPK RISER Li on z 00 I 0' RISER CONTROL VA. w/TS Qk STEEL LADDER BY G.C. SECT. STAIR HEATED RISER CONTROL VA. w/TS 4" a n 5 --0 4" t' 4" 8" F F 8.� tia F FOR CONTIN. SEE U- DIAGRAM PART I STAIR STEEL HEATED LADDER BY G.C. SECT. STAIR HEATED 5'-0" a4" gn o.. F F 4" `" STAIR HEATED EXTEND 5'-0" 1 FOUNDATION WA EXTENSION BY ' 6"x2%"x2lh* CO FSP& SPK FLU` TYPE SIAMESE t CURB. VA'S. IN C.I. BOX EXIST FIRE HYD 8" FIRE SERVICI 6" DOM CW SEI 16" WATER MAID NOTE: CONTR. SHALL SUBMIT SEPARATE PRICE FOR A 4" PLUGGED OUTLET w/OS&Y VA. FOR SPRINKLER SECTION ON LOWER LEVEL ON EACH FSP RISER AND 3" PLUGGED OUTLET ON EACH OF THE 1st AND 2nd LEVELS FIRE STANDPIPE RISERS IN THE EVENT CONTR. REQUIRES SAME. FHC w/FE 21h" ANGLE VA. r-1 100'-11h" HOSE r--z 3" TS STAIR 40 (TYP) 6" — 7>-0n FSP RISER • jjjLLL JJJ��' S' — 0H 40 411- 6" STAIR HEATED 4" TS 5'-0" 6" 4" 4" F r-I 4" TS STAIR HEATED COMB. FSP & SPK RISER DIAGRAM - PART II NO SCALE STEEL LADDER BY G.C. SECT. 4" RISER CONTROL VA. w/TS STEEL LADDER BY G.C. SECT. KING STREET SITE PLAN NO SCALE rF 7'-O" MAX. 3HTS STAIR _ FSP RISER -- r--I 7'-O" 4„ —W — — --.w " MAX. 5'--0" (TYP) 4" FHC w/FE 2%" ANGLE VA. r- I 100'-1 l HOSE STAIR (TYP) 3„ TS Li 5,-0,> L- 4" STAIR 5e-0 H FHC w/FE 21/r" ANGLE VA. 100'-1lh" HOSE STAIR {TYP} w s n 5 -{} STAIR STAIR .� HEATED HEATED 3n RISER CONTROL J. VA. w/TS TS 6" 4" 4" 4" 4" c n F n gn g F g' H.C. " 1 F 6" r--1 4" n Ts STAIR STEEL STAIR 4 HEATED LADDER HEATED BY G.C. LW SECT. U FHC w/FE 21h" ANGLE VA. 100'-1 HOSE STAIR (TYP} 0" STAIR STAI R HEATED t5'-O' n STAIR 4 HEATED 1.- TAMPER SWITCHES MILWAUKEE VALVE COMPANY MODEL B B®SC-100, MODEL 13BHSC502 & SYSTEM SENSOR MODEL OSY2 2.- TEST & DRAIN VALVE CROKER MODEL 1000 3.- PRESSURE REGULATING VALVE CROKER MODEL 5620 4.- WATERFLOW ALARM SYSTEM SENSOR WFP 5.- CONTR. SHALL PROVIDE ALL SPRINKLER FLOOR CONTROL VALVES & TAMPER SWITCHES UNLESS OTHERWISE NOTED & PLUG PIPE. Lai FIRE STANDPIPE NOTES j 1) THE ENTIRE FIRE STANDPIPE INSTALLATION SHALL BE IN STRICT ACCORDANCE, WITH 0 WPA J14/1993 AND THE CITY OF RYEBROOK INCLUDING THE LOCAL. FIRE DEPARTMENT. zl THE FIRE STANDPIPE SYSTEM IS A COMBINED FIRE STANDPIPE & SPRINKLER SYSTEM, 2) STANDPIPES SHALL. COMPLY TO CODE. 3) THE NUMBER OF STANDPIPE RISERS REQUIRED SHALL COMPLY TO CODE. 4) LOCATION OF STANDPIPE RISERS SHALL COMPLY TO CODE. 5) STANDPIPE RISERS SHALL BE SIZED TO COMPLY TO CODE. 6) ALL MATERIAL AND EQUIPMENT SHALL COMPLY TO CODE. 7) CROSS CONNECTIONS SHALL COMPLY TO CODE 8) HOSE STATIONS SHALL COMPLY TO CODE. 9) IF AT ANY TIME FLOOR SPACE IS DIVIDED, ADDITIONAL STANDPIPE PROTECTION SHALL BE PROVIDED. 10) ROOF MANIFOLD SHALL COMPLY TO CODE. 11) MAXIMUM PRESSURES SHALL NOT EXCEED 160 PSI IN THE PIPING SYSTEM AS PER CODE. CONTROLLED BY PRESSURE REDUCING VALVE. 12) PRESURE REDUCING VALVES SHALL BE PROVIDED ON 2-1/2' ANGLE VALVES WHERE THE PRESSURE EXCEEDS 55 PSI. 13) WATER SUPPLY SHALL COMPLY TO CODE. 14) PROTECTION OF STANDPIPE SYSTEMS SHALL COMPLY TO CODE. 15) STANDARDS FOR STANDPIPE INSTALLATION SHALL COMPLY TO CODE. 16) PIPE FITTINGS AND VALVES SHALL COMPLY TO CODE. HULTURMS1 rt ammulligg r r 4 • TIMIM 11��, r t , ! t ► ' r 8 F 8" �A FOR CONTIN. SEE DIAGRAM PART 11 1 i . r 11 j i. • � , j ttr + .all 17) PIPING SHALL BE ADEQUATELY SUPPORTED BY CLAMPS, HANGERS OR OTHER APPROVED DEVICES. 18) INSPECTIONS AND TESTS SHALL COMPLY TO CODE. 19) SIAMESE CONNECTIONS SHALL COMPLY TO CODE. COMBINATION STANDPIPE AND SPRINKLER SIAMESE SHALL BE PAINTED YELLOW AND PROVIDED WITH APPROVED PLATE MARKED STANDPIPE AND SPRINKLER SIAMESE THREADS SHALL COMPLY TO LOCAL FIRE DEPARTMENT. 20) CONTROL VALVES SHALL BE INDICATED BY SIGNS AND ARROWS. VALVES GREATER THAN 7'-0' ABOVE FLOOR AS PER CODE AND BE ACCESSIBLE BY MEANS OF APPROVED STEEL LADDERS, 21) VALVES SHALL BE SEALED OPEN BY MEANS OF TAMPER SWITCHES 22) PIPE FITTINGS, VALVES SHALL COMPLY TO CODE. 23) PIPING SHALL BE ADEQUATELY SUPPORT BY CLAMPS, HANGERS OR OTHER APPROVED DEVICES. 24) WATER SUPPLY SHALL COMPLY TO CODE. 25) PROTECTION OF STANDPIPE SYSTEMS SHALL COMPLY TO CODE. 26) STANDARDS FOR STANDPIPE INSTALLATION SHALL COMPLY TO CODE. 27) INSPECTIONS AND TESTS SHALL COMPLY TO CODE. 28) FIRE PUMP AND ROOM SHALL COMPLY TO CODE. 29) FIRE PUMP TEST EQUIPMENT SHALL COMPLY TO CODE. 30) FIRE PUMP TEST SHALL COMPLY TO CODE. 31) COMBINED STANDPIPE AND SPRINKLER RISER SHALL BE MARKED AND PAINTED YELLOW. 32) PROVIDE ALL IDENTIFICATION SIGNS AND SEAL ALL VALVES OPEN WITH TAMPER SWITCHES. 33) AN ELEVATOR SHALL BE MAINTAINED AT ALL TIMES FOR FIRE DEPARTMENT USE. EIRE 1 ESINII' AE?tIffEb NGES AUTOMATIC FIRE PUMP BY—PASS AVEST PRSSUW/O.S.& Y. TS TS ¢� DISCHARGE GAUGE VALVES IER Y [4� SUCTION GAUGE CASING RELIEF VALVE PIPE DISCHARGE TO F.D. 8 j 2 $ SUCTION SUPPLY DISCHARGE 5 AIR RELEASE VALVE TO SYSTEM i MAIN RELIEF VALVES III SIGHT CONE & GLASS NOT LESS THAN 1/2" 8" TES VALVES BRASS PIPE OR HARD MIN 5 DIAMETERS 99 CHECK VALVE DRAWN COOPER OF STRAIGHT PIPE 1 CONCRETE BASE (min 12" high) 9 1 1/2 GROUND FACE UNION -- -- -- ----- SUPPORT ELBOW " 8p NON—CORROS DIAPHRAGM 5 32" O.S.& Y. GATE VALVE wj'iAMPER SWITCH _ ORIFICE j(j) CONCENTRIC DISCHARGE INCREASER �Ts 1R ECCENTRIC SUCTION REDUCER CONTROL PANEL SWITCH TS o QPRESSURE 1 PLUG OR PETCOCK GROUND FACE UNION --NON CORROSIVE DIAPHRAGM 3/32" ORIFICE 1 TEMPERATURE SENSING W/PURGING LINE: FURNISHED BUT NOT SHOWN PIPE TO CONCRETE BASE Y FLOOR DRAIN %� a 2� DISCHARGE TO SYSTEM i SUCTION SUPPLY COPPER Oft BRASS 1 /2" PIPE SIZE 1 JOCKEY JOC EY P MP PUMP TS 2 �} e JOCKEY PUMP CONTROL PANEL TS 9 11 1-1/2- x 1 /4" COUPLING ----�— �- 1/2" I.P.S. MECH. RM. 12 .: FLOOR CONCENTRIC DISCHARGE ERA ENCTERRIC SUCTION CONCRETE PAD BY OTHERS CONCRETE PAD AUTOMATIC ELECTRIC 4" HIGH BY 2'-0" x 2'-0" BY G.C. SECTION FIRE PUMP. SEE FLOOR PLANS FOR PUMP CAPACITY AUTOMATIC FIRE PUMP DETAIL PRWD CHARACTERISTICS, AROUND PUMP NO SCALE T/S 10-10-01 T/S 09-24-01 T/S 09-04-01 T/S 08-16-01 T/S 08-09-01 T/S 03-14-01 CHK'D: P.M. , P. A. PROJECT NO.:00---000-00 c� c� } 04 Q� 0 V) Lj 0 ca i Q w 0C) CLm z 5-: m� <t � 0 z Q cy- _j Z LLJ1 0 m < ( < Ld L W tk-1 U 1 _ 1 ry Lj M F C� V) CD > L La 0 � 1 p11 L L 4"R.D. 4"R.D. 4"R.D. 4"R.D. 4"R.D. 4"R,D. 4"R.D. 4"R.D. 4"R.D. 4"R.D. 4"R.D. 4"R.D. MAIN ROOF 970 41 1360 CP 1100 EO 62043 83043 110041 1040 1180 L# 108043 124010 126041 97010 4- 4" 4*# 4" A" 4" 114" 4" 4„ ii4 I 4" 44" 6 4 I 00 4"- 4„-- 4»- 4 4„ 4"- 4- 4 4"- 4"- 4"- 3rd. FL. 00 4"- 2nd. FL. (s) (s) (s) (f 00 4*0 — 4" 4" 4" 4" 4" 4" 4" 4" 4" 1 9700 13600 1100 th 6200 8300 1100 °p 1040 t� - 11800 10800 12400 12600 '*A$$ 9700 HOUSE 1 t CO ell CO el�l CO le4i CO �-Il co lql CO"ST 0 /-It CO CO 0-11 CO *-N. CO "IN SEWER 9700 CO *N 6"ST HOUSE "H" 4" HOUSE 1 st. FL. SEWER 1360 Qb I I F TRAP 1 4 4" RPZ 8" ST.. 4$0 HUB DR 11 .A. RPZ 8"x 10" _ 6" 4" j S.;4 -A I �4$"; 4 1 4" 1 5 60' 5" 1 1. IST Ott 4# 4 4 1 /4" 4 6 4-1 1 4 4"� 4 �" 6" 4" 1 1 4 4 4 4" SPK DRAIN SEE DET. ON DWG P-88 4" 11 60 11 4 6" 4 N �4 � 4" 4 4", 6" 4 4" 6" 4" 1 1 C) 5" HOUSE ST61 HUB D R 'E . ..... 4" USE\ 6"-- fl HOUSE ST 6" d= ST 4" HOUSE TRAP 4�- 110043- 6" .4 wrli JcJ7 ST 4" HOUSE 7 TRAP 1040 CO (TYP) HOUSE 6" 4" HOUSE - - C-' S T- TRAP TRAP \L— 6" \-4" HOUSE =CT �-z7 =ST 6$) ST J6 TRAP 6"ST HOUSE "I" TRAP p 6"FD PROVIDE BWV 51" HOUSE TRAP "G" 6"ST HOUSE "F" SEWER 8300 lCO 6"ST HOUSE "E" SEWER 1180 0 CO 6"ST HOUSE C. 6"ST Hi SEWER 12400 SEWER 1080 0 TRAP 6"ST HOUSE "B" SEWER 970 0 6"ST HOUSE Wp /.it WP SEWER 12600 Lower FL. 4"A.D. 4"A.D. 11041 5043 CODP CODPCODP CODP 6"F.D. T.DIF.D. J.R. SMITH 7080 CODP CODP CODP 6"F.D. - SEWER 1720 0 CODP CODP 47A.D. CODP 50* 4"A.D. 50q) CODP CODP 4"- 6'S46- t4.-L4 4" me 8" 4"- 4" �- ::�-- 4 4 8" 8" 8 � 4" k 8" 4" 11400 4- 11400 41% 4" 4 4 4" 4 4� 4j"f� 4" 4" -2400 -8" 5T 8" 8" 81S81 8- 5T —41— 8'lt\ 8" 5T 10" 1 O'� 10" 5T 5T -1000 5T (10 GPM) 275 0 14150 2515 0 2720 0 HI WATER ALARM WFA 2" PROVIDE BACKWATER VALVE (BWV) w/EXTENSION —240 41 FOR CONTIN. SEE ELEV PIT FLUSH w/FLOOR JR SMITH 7022 (10 GPM) DIAGRAM PART It HI WATER ALARM WFA 2 SUBMERSIBLE SUMP PUMP IN CONC PIT w/ PERFORATED ELEV PIT » COVER, TURN. BY OWNER PORTABLE \—CONN TO 2" P.O NOTES: 1. UNDERGROUND FOUNDATION DRAINAGE SUBMERSIBLE SUMP PUMP IN CONC PIT w/ PERFORATED PIPING SHALL BE PROVIDED BY G.C. SECT, COVER. WITH EXTENSION TO SITE STORM SYSTEM BY SITE ENGINEER. 2. ALL EXTERIOR LDR'S SHALL BE FURNISHED STORM RISER DIAGRAivi PART I- BY G.C. H CONN. STORM ENGINSECTIONEERWTITO SITEEXTENSION SYSTEM. BY SITE NO SCALE Ile 27 26 25 24 23�2 �4 MAIN ROOF 4"R.D. 4"R.D. 4"R.D. 960 � 143041 77043 4"R.D. 93043 4"R.D. 1090 It) 5"R.D. 1840 4"R.D. 4"R.D. 780 74010 4"R.D. 1180 � 5"R.D. 4"R.D. 1930 1� 700 A" /4" 4- 4 51_y 4" it — — --------- 0/-- fooe oo cl) 4 4t- 4"- 4!-- 4» L L L L V-2-1 20 5„- 4„ 4"- 4" 5- 4"- 4"R.D. 4"R.D. 4"R.D. 4"R.D. 2nd. FL. 710 133041 600 4) 710 4$$ 4" N 00 4 4 4t- 4�- 1 st. FL. �4"R.D. 96043- 1430 1# 4�- 1840 tti 78010 740 tP - 1180(p - 1930 � 700Ep 4- 4 7700- 4- 1090 co - 71010 133043- 600(p- 710 CP - 5 4"SPK DRAIN 4"- 4»- 5'-' 4L- /.it co co /+ 41- /.it CO 930 CO e-41 Wp FOR CONTIN SEE co DIAGRAM P�RT I e-41 Wp 0e4"- 4l CO CO Wp Wp 4t- 4"- co Wp CO Wp CO Wp CO WID CO Wp CO Wp co Wp CO Wp Wp Wp Wp (V Lower FL. CODP CODP 6,345 43 CODP Q CODP COOP CODP 4 4", L4�� 5T 8-, 8" 5T \4,795 01 \, 5,39��— 051tt 5" 13,330 43 51 330 4� X, 4j 4 4" 4" 8" 1 6" 61 6" 4 5" 5# 4 SPILL TO GRADE 5jj 4 4" 4 4" 4" 5" 5" 6## 5T -5,18051 _74,090 601 2,755 0 6" 3,465 it — 11 1.0-�� 2 8" "'ll;z lK 5T ":j N N �l -i z I 51F 51 �-960 v 43 \,3,-1160 rvf,I!- t# -c# 2 I N 5T r', 13010 12" 4,550 t \7 jo 43 3.8 0 /-,6' -'700 1# 13,365 EO 18,695 12" 5T— 121 12" 5T --------- Fr . -240 0 F \--L2" (10 GPM) J, HOUSE TRAPw/FRAME & STORM HOUSE SEWER HI WATER ALARM WFA COVER BY G.C. SECT. I MIN 1/8" PPF (18,6954) ELEV PIT 12" HOUSE TRAP W/EXTENDED \L HANDHOLES FLUSH w/BOTTOM TERMINATE 5'-0" BEYOND SUBMERSIBLE SUMP PUMP OF PIT. FOUNDATION WALL FOR IN CONC PIT w/ PERFORATED EXTENSION BY SITE ENG. COVER. FURN. BY OWNER STORM RI`ER DIAGRAM PART 11 NO SCALE T/S 01-25-02 T/S 10-10-01 T/S 09-24-01 T/S 09-04-01 08-16-01 ui N 0 (n g 5 zg < is "Z PROJECT OO-OOO-OO dw • ry M 0 0 ct-, cf cr- M 0 LLJ < LLi b Li L'i m < 0 < 0 Li > ry 0 0 (J� P-1 3 EN ROOF I AIR • AIR CHAMBER (TYP) FOR CONTIN SEE FLOOR PLAN 3/4" j:u-'f f U111 I It Tr) �......, j j j ,xs, 2" .e "",.� 2" r...et {� V14+j1 CHECK VA (TYP) 1F _ WM 00 DW 3/" S 2 �-- �- --_2 t(^" 2 11�V, REF }/» L44,» " " S 4 { 2" 3 3 % {.....2" 2" MAIN LEVEL „ 1 fd » fr H & CW BR VA'S IN H.C. (TYP) ---- I 0 „ » .. ._ 73 . 3 » r REF DW S ' " J` .w3,. 2" WM r Co T' CO LOWER LEVEL F1 2a' 1 WP k 1 W'r--3" 2" r2» 111121.1111 • CHAMBER 0 1 REF MAIN LEVEL F1 11/4 .. 3,4T If r0 FOR CONTIN ' LOWER LEVEL FLOOR PLANS AIR CHAMBER -FOR CONTIN FLOORSEE • a -WASH MACH UNIT (TYP) wM �" �---- CHECK VA (TYP) { 2" ANCHOR CO I 2" { ,_ ,*N Wm 1 --3" {--2af 1-2" KIWrl I 2 ! J 2" s t CO .CO WHERE INDICATED ON PLANS BRANCH H & CW VA'S IN HUNG CLG w/ AD (TYP) 3i» Zfr FLOOR PLAN (TYP) WASH MACH UNIT (TYP) 3i. • a" CHECK VALVE (TYP) WASH MACH UNIT (TYP) n^^r BRANCH H & CW VA'S IN HUNG CLG w/ AD (TYP) AIR CHAMBER ...... „ ".ran / ...y !d t, _ t FOR CONTIN SEE FLOOR PLAN (TYP) WASH MACH UNIT (TYP) "--, 3" ROOF ._... ♦ ...w.... w....•Ay r® ..oe.....s _.w ...� r��,» .._ ... f " » 3 2 S q RE F ""I DW 2-I W D / I .. a' ...w r.._.. ..... .vy._..rs w......e. �. ® ..r _.. ®. ....... _. +r� i 7 2" 3� of .. �... r !» _. 2 �� 3» r 5 3 {` 2 S (�' 2 F 2 D W 2"-4 W D W/D DW REF RE/ o .! " ` ±T � css 1�» » 3 !� 3»" 1�r» 4 P_j Yr-I y t1*»`" L 'f'2" a3 3 {-3" 3/a 2 2" 3rd FL 2" 3rd FL 1" { 3" 2" 1 2" I.1 1 2 2" 1 2" 3" 11/4" { 3" 2* 1 2" 1 { CHECK VALVE (TYP) 00 1 CHECK VALVE (TYP) ! CHECK VALVE (TYP) i00 DO 4 3" j-i DO i DO DO � ANCHOR " DO " -4 3 � 0 { " 3 3"T { 2nd FL { F 2nd L 3/a3 REF Sat { { 2a�'i S �! DW 2'� W/D W/D {,,,,'2" DW / S {"2" REF 3�„ 3�,» REF 3" 2 �j S DW i { 2"" W/D co 3 E - 2" 2"F1 k 2 " { 1 %" { 2" 2f, MAIN LEVEL 2» 2" 2" I 2" MAIN LEVEL » 4 3" 2 1 2" 2F1 «r 2 2" ' 3" { 3" 2 1 2" 1 1 i_." Z ._ `2" _..,� �i i_ _C 2" 3" 3 C'2 Sff REF 3" 2 S r Dw 2"-') W/D = W/D 1,-2" DW 4" S j _2" REF REF 3" 2'� s � Dw 2*""1 W/D 11» F11 VIVIDYr--' 1 CO „ 2 i, 2 LOWER LEVEL » 2" 2" 2 2"" 1 co 1 WP 2" 2" LOWER LEVEL 3„ 3" „ 2 k 2" 1 » » 3" 2 3f' 3 » 3 " » 31 3 3" » 2" 2" k I WA-E111111 R i�11 11/4" �," 111" j FOR CONTIN SEE �j FLOOR PLANS D E TA I 24 25 38 48 �561il,�6"063P P P P 64 66 6$ 7O 73 77 79 ROOF AIR CHAMBER 3" FOR OPLAN SEE ROOF ANCHOR--H WASH MACH :/„-," "5.. C UNIT (TYP) 00 3/» S 2" �2„ r 2,i oI 74 REF „�, DW 3„ m a, a 3 It DW » } » &iau a A,. _ �--'...",-' s. `'• 3,i ' 2" 1 CHECK VA (TYP) CHECK VA (TYP) Lr 00 D 3i" S 2" -.3�2" 2" 00 REF F11'/» 3 » DW 2 WM , 4 �. _.jlq" ,CO , MAIN LEVEL 1 " } " MAIN LEVEL H & CW BR VA'S ________ IN H.C. (TYP} ,» 3" 2" 3" 2 " 4 -Y-S 3/» ca i 3>, , 2„ a t r- FOR CONTIN SEE ---"'' r k 3» 2» 2" k CO FOR CONTIN SEE FLOOR PLANS FLOOR PLANS LOWER LEVEL LOWER LEVEL DETAIL . 3 (A ROOF AIR CHAMBER 3ff 3„ FOR CONTIN SEE FLOOR PLAN ROOF ANCHOR„ WASH MACH UNIT (TYP) » as / 3/,r 2„-2,� -- 2" REF s�» " DW S 3» VWM "<7a }/ It 3"- „ �» 1/ " 2 , . 2f3 ! 3" .� 2nd FL 3rd FL CHECK VA (TYP) 1" 1/2 3r! 2 k 2" CHECK VA (TYP) �_A I oo rn REF �- 4 „DO DW ss S 2 �' I -- I �2" -wt 2' Wvi " 2" 3" { tat MAIN LEVEL 3 „ r 2" 2nd FL » » H & CW BR VA'S 1''�"� 3 { 2 1 1„ IN H.C. (TYP) { C7k, " REF DW 3" 3" WM FOR CONTIN SEE CO CO FLOOR PLANS LOWER LEVEL 2" 1 VVp 1 WP 3" 2" MAIN LEVEL 3" 3" " 2" 3 3" 4 / 21 FU DETAIL 4 4 8 s 9 24 P P P P P 25 86A 95A 96 101 CHECK VALVE (TYP) ,,2._ FOR CONTIN SEE FLOOR PLANS (TYP) FOR CONTIN SEE FLOOR PLAN (TYP) FOR CONTIN SEE FLOOR PLANS (TYP) CHECK VALVE (TYP) WASH MACH UNIT (TYP) RC)C1� k, 3„ FOR CONTIN SEE FLOOR PLANS (TYP) FOR CONTIN SEE FLOOR PLAN (TYP) BRANCH H & CW VAS WASH MACH --- IN HUNG CLG w/ AD (TYP) UNIT (TYP) AIR CHAMBER � ►t 1- 3/" 3f (TYP) 2"-` 3/ =-i 3=1 s/"-i rn P P DETAIL 5 4O 42 !M 1. REFER TO THE UNITPLUMBING FLOOR PLAN PIPING DETAILS `XACT PIPING ARRANGEMENT. FIXTURES MAY BE OPPOSITE HAND OR SIMILAR, INCLUDING ALL RELATED /` PIPING. r r EXAMPLE k BATH K MAY BE 2. THE PART RISER DIA •DETAILS ARE BASICALLY TYPICAL j FOR ALL f • ALL KITCHEN A. BATH UNITS WITH MINOR MODIFICATIONS. 3. iCH KITCHEN & TOILET FIXTURE GROUP H & CAWBRANCH MAIN SUPPLYING THE FIXTURES SHALL BE PROVIDED WITH A VALVE LCCESS Or EACH APARTMENT OR WALL WITH z ••tR 4. FOR f CONTAIN • MINIMUM FIXTURE CONNECTION SCHEDULE FIXTURE SYMBOL WASP E CONN. WT R WATER WATER CLOSET -APT (FLOOR OUTLET TANK) WC_1 lJ 4R 2" 1/2* - WATER CLOSET -PUBLIC (FLOOR OUTLET FLUSH VALVE) C3 2 " 1 1/4' - URINAL (FLOOR OUTLET) FLVA C:7,3 UR 2' 2" 3/4" - LAVATORY ® LAV 1 1/2" 1 1/2" 1/2" 1/2" Slw 0 S SERVICE SINK SS 3" 2" 3/4' 3/4" LAUNDRY TRAY �{ LT 2' 2" 1/2* 1/2" MOP RECEPTOR MR 3' 2" 3/4" 3/4" BATHTUB BY 11/2' 11/2' 1/2' 1/2' WASHING MACHINE & ELEC. DRYER Q W/D 2" 2' 1 /2* 1/2" SHOWER SH 2' 2* 1/2" 1/2" REFRIGERATOR ❑ REF -- - 1/2" -- FIXTURES W/SYMBOL (HC) REFER TO HANDICAPPED TYPE SANITARY NOTES; 1. ALL PLUMBING WORK SHALL BE INSTALLED IN STRICT CONFORMITY WITH ALL REQUIREMENTS OF THE N.Y.S. PLUMBING CODE AND ALL PERTINENT STANDARDS GOVERNING THE PLUMBING WORK INCLUDING RYE BROOK BUILDING CODE. 2. CONTRACTOR SHALL VERIFY ALL PIPE SPACES AND PARTITIONS WHERE PIPE IS INDICATED TO BE CONCEALED PRIOR TO INSTALLATION P) TO AVOID EXPOSED PIPING. 3. PROVIDE CLEANOUTS AT THE BASE OF ALL SOIL, WASTE, VENT, AND LEADER STACKS. PROVIDE CLEANOUTS WITH DECK PLATES FLUSH WITH FINISHED FLOOR ON ALL DRAINAGE PIPING INSTALLED BELOW FLOOR AN AT 50 FEET INTERVALS FOR 4" PIPE & SMALLER & 100 FEET APART FOR 5" AND LARGER. 4. ALL CHANGES IN THE SIZE OF "RUNS" ON DRAINAGE PIPING SHALL BE MADE WITH REDUCING FITTINGS. 5. ALL INTERIOR FLOOR DRAINS SHALL HAVE HOSE BIBBS NEARBY. 6. ALL PIPING SHALL BE OFFSET SUFFICIENTLY TO CLEAR ALL RECESSED CABINETS AND EQUIPMENT LOCATED IN PARTITIONS. 7. THE SANITARY AND VENT SYSTEM SHALL INCLUDE THE SUDS PRESSURE ZONE. 8. FOR ALL EQUIPMENT AND FIXTURES FURNISHED BY OTHER SECTIONS, THIS CONTRACTOR SHALL VERIFY EXACT LOCATION AND PIPE SIZES PRIOR TO FABRICATION OR INSTALLATION OF SAME. 9. THIS CONTRACTOR SHALL CONNECT AND PROVIDE ALL NECESSARY SERVICES TO ALL FIXTURES AND EQUIPMENT INDICATED ON THE PLUMBING FLOOR PLANS (TYP) FOR PLANS SEE AND ARCHITECTURAL DRAWINGS INCL HVAC AND SPK DWGS. DETAIL P P SEINSCTOPLUMBING FIXTURES SHALL BE VENTED AS PER LOCAL PLBG. 42 71 CHECK VALVE I FOR CONTIN SEE (TYP) FLOOR PLAN (TYP) WASH MACH BRANCH H & CW VA'S WASH MACHI BRANCH H & CW VA'S WASH MACH UNIT (TYP) IN HUNG CLG w/ AD (TYP) UNIT (TYP) AIR CHAMBER--\\ IN HUNG CLG w/ AD (TYP) UNIT (TYP) AIR CHAMBER 4» (TYP) 4» /4" 41 4" ROOF 3jt3 4 (TYP) 2" 3�4A 3" 3/» 3» / 3. "� r r ! » » r J._.. 3; r J 1 f, ,f 33 �r�-.I [-.. �3" 2" S 3,33 " i REF 1/2" W/D L_2" DW h2" I Off 4 2 '" 4 L-1 �2 '°2" SHOWER <;, W/D I--2 DW S I--2 REF 3/» 3/» REF 1 / DW 2 - •� W/D 1 » ! » " { 2 ' WC-1 /2 RECEPTOR 1j» j) 3" 3/" 1x 2" 3 -1 A T. I 1 SH-1 A / " ryfP /44 `" { 4 --- x M 2 F1 „ 1 " n" t` (TYP) 9r„1 r71 ,r I L 1 del 4f 1 2" 3" CHECK VALVE (TYP) 4=2fa 1 " 2t3 3 » I » " » » 2"SH DR 1 _ _ 4 4 2 2 " 2" CIIEC VALVE (TYP) .. _ _.. w.. _ _. _ _. _ L* CHECK " .. _ " _ _ " _ k 2 r _C H _ _ ._ . » '_' _ `,�» _ " '® "'�» _' Z .. �2» __ •i VALVE (TYP) " �3 » » 23/4 S r �2D0 ._D()._{ _. � " _5 _ .� _ .� _. ,. '01�2„ 23/4 S » DO 2 ANCHOR , » DO REF " 2 S k DW 2'-- W/D REF W/D 2 DW {--2 '% 3»� r L 233 (W/} DW 2 REF 3j 3 { T I F7ry«> 4„ T2' ! wC , I I �r-- �"T F CO » I14 -2" , 2" SH- A A MAIN LEVEL 2* WP 2 » 2» 2» 11,E * 4» I� _.. _ ._ _. _.._ ... _... _ . 2"SH DR 2" 3/» 114,, _ 3 � 3" 2':\•� 1 » 4» 4» 2" 2» � 2» -- } 3» 3» 2 2 x 3 - ----------'- FOR CONTIN SEE » » NTIN SEE FLOOR FOR ONTIN SEEPLANS (TYP) 4" 4" 1 We • }f„ i/l FLOOR PLANS (TYP) 2 2 "�` FLOOR FOR OPLANS (TYP) �, ! CO k " 1f " 2» SH-1 A 2 S T FOR CONTIN SEE FLOOR PLANS (TYP) LOWER LEVEL , 4" .. _ .� - - _ ..d....,.. - 4" L_ 2" 4aa 4 2" 2" 4" 4" DETAIL #7A rp PIt 2O 21 CHECK VALVEI FOR CONTIN SEE (TYP) FLOOR PLAN (TYP) WASH MACH (BRANCH H & CW VA'S WASH MACH UNIT (TYP) %I IN HUNG CLG w/ AD (TYP) UNIT (TYP) AIR CHAMBER ROOFF311" st3 (TYP) 2"»» 3» fir, 321 W/D L'2ff DW S 2- 2 REF y REF 3 2 5 DW 2af 1 W/D LJ 3'�- f 2nd FL 2 __ L..... „ 2 v 2" , 2" 3" 11/4" { 3" 2» 12" l " 4 1 CHE K VALVE (TYP) _ - - - - _ _ _ _ CHECK VALVE (TYP) 00 r2 ! 2 » » � W/D L-2» DW 3/q" S { .2" D0 REF » » Q0 REF 3" { 2 ' DW 2"� W/D { 2" ANCHOR 1 2" 2" MAIN LEVEL 2" 2" H 2* i 2 3" 11.�" I 3" 2„ 1 2" 12" 1 1 ...r...„ f T 2 t' 2 �/ 2 2 W/D •2" DW 3/» S i--2" REF yam. ...4, REF 3,t 2 "'j S DW 2 `" W/D 2«1 .3 , co „ » LOWER LEVEL 2" VVP 2 2 2" 3" » 2" 3,r 2 3" 3" --, 2" 3 FOR CONTIN SEE FLOOR PLANS (TYP) I FOR CONTIN SEE FLOOR PLANS (TYP) DETAIL 8 P P P P P 11 12 15 90 91 \�I I�III�II� II�N�I wll�l®M � R 3" ; 2 1 , IS , �/ Dw 2»_j , w/D -12 2-1 S ►,�► 4 DW 2� , W D E A �r a 1 i 00 S 2S 4 2"�9 -iR 2DW N34,3/A W/D 2 REF DW W/D ,a„'j1j.= 3 3/»--��� 3rd FL 2" » 3" 11/4 ` 3" 2" 1 2" 1 CHECK 0o VALVE (TYP) 1 .. ._ ....� .....� ._...._.._. - _. _ I� C 2" _.. r _C. 2" ._ 1 . � .m �. f1 •_. CHECK VALVE (TY 2 ----E- , -- 2 »�2" 2 » bn W/D L-2ff DW3/4" S 2» DC1REF,. 454 4 » DO REF 3» { { 2-� S 3/ DW {! 2",.,j W/D 2" ANCHOR { 2" 2" 2nd FL 21' I 2 2" k 2" 3" I 3" 2" 1 .r 2 m W/D {-• 2" 4 DW S i 2" a, � REF011"ql � » REF " " 2 -1 S DW 3 {~-2 2"� W/D MAIN LEVEL 2" 1 260 2'4 T I WP 2 412 3";Lj 3" "/4 -- ---�---5 J / k 3» 3» 1 A c1 2 " 3" 2 " FOR CONTIN SEE 2» FLOOR PLANS (TYP) LOWER LEVEL DETAIL #7 WATER i 1. INSTALLATION SHALL B• INSTALLED STRICT CONFORMITY ALL REQUIREMENTS O • STATE PLUMBING CODE AND ALL PERTINENT REFERENCE r STANDARDS GOVERNING r A. WORK INCLUDING DEPARTMENT.WESTCHESTER HEALTH WATER LOCAL 2. i • INSTALLATION SHALL B. IN STRICT ACCORDANCE WITH THE AUTHORITIES REQUIREMENTS rr INSTALLATION AND r SERVICE ASSEMBLIES. 3. ALL WATER SUPPLIES SHALLBE OVER THE RIM SUPPLY OR SHALL PROVIDED WITH APPROVED TYPE VACUUM• CLOSETAINCLUDING,f 8188 CONNECTIONS. F ALL A • PIPING 'A BE PRODUCE EXCESS OF 8 FEET PER SECOND AND SHALL HAVE A MINIMUM OF 15 P. AT EVERY FIXTURE OTHERWISE • REQUIRED. 5. EXPANSION #tr i ANCHORS SHALL BE PROVIDED FOR EXPANSION AND CONNECTIONS .. RECIRCULATING it 1 PIPING 6. ALL PROVIDED D tWITH DIELECTRIC 7. PROVIDE VALVES ALL BRANCHTO EACH FIXTURE AND EQUIPMENT VALVES.BRANCH FROM MAINS, AND FROM RISERS. ALL RISERS AND MAINS SHALL BE PROVIDED WITH s WHERE BRANCH SUPPLIESARE rj.s ; AT LOWPOINTS, D WHERE BRANCH OR MAINS SUPPLY! +r i. r fir; a \ HIGHER N A SUPPLY MAII PROVIDE DRAINs i O ! i� • i PRESSUREE. 9. SHALL PROVIDED ON ALL A. A • LINES WHERE PRESSURE rr EXCEEDS 80 10. ALL VALVES, SHOCK ABSORBERS, EXPANSION LOOPS AND OTHER ITEMS CONCEALED SHALL BE PROVIDED WITH ACCESS DOORS FOR ACCESSIBILITY FOR SAME. 11. FOR ALL EQUIPMENT AND FIXTURES FURNISHED BY OTHERS, CONTRACTOR SHALL r,. EXACT LOCATION AND PIPE •rtr TO FABRICATION •.; A l ! ia4 INSTALLATION SAME. 12. ALL WATER BRANCHES ' BE f CLEAR ALL RECESSED CABINETS AND Q sMENT LOCATED IN PARTITIONS 13. ALL PLUMBING ; FIXTURES SHALL COMPLY LOCAL WATER COMPANY. ..rA y y • PREVENTION t1 INSTALLATION SHALL INSTALLED IN STRICT WATERACCORDANCE WITH THE BUREAU OF CONNECTION CONTROL. 15. METER INSTALLATION SHALL. BE IN STRICT ACCORDANCE WITH THE LOCAL A • COMPANY. f FOR WATER RISERS BRANCH PIPES AND A NOT INCLUDED ON RISER DIAGRAM, REFER O Or PLANS. 17. ANY RISER BRANCH OR MAIN NOT WITH PIPE SIZE r SHALL SIMILAR OTHER RISERS SIMILAR FIXTURES. T/S 10-10-01 T/S 09-24-01 T/S 09-04-01 T/S 08-16-01 T/S 08-09-01 T/S 08-14-01 0 0a ( W cr� ul z z Q N1 � W Q .16 L . C 1....! Z irs "//G.1nn` E . fLi L-Li z C7 � ,+ CI✓. LU ,LAG 3' -c, vi cn C-4z c� $� N,. 3�1a CHK'D. P.M. . P. A. PROJECT NO..00-OOO-OO 10 00 «3 V+ r- °_ w Q U) (A 0 m� 0 W --~-j y- C Q' o I F m < L.� { U CD W M Q \ f 0 j 0 .mow..... 5 P14I AID r W AKJQr ? H & CW BR VA'S IN HUNG CLG w/ AD (TYP) AIR CHAMBER,„ ----A .» H & CW BR VA'S UNDER LAV PROVIDE AD AIR CHAMBER -- \ I/" H & CW BR VA'S IN HUNG CLG w/ AD (TYP) r-2" AIR CHAMBER ------------, r2" r4" f -1/2» ROOF s 4.. 4-1 i..s... J n r y J ,f `' 3 n 1 ,a � » 3i•' » � ry -� » � n , » 3 • f r 4 " 4 3 » � / +i � ff � n , n n 3/ " tJ r 1 r 4 L,_ -'w 2 4 / � 17 ++[r+n =+ n f _ \ 4. �%as \2» � L-1. — __—.--___—_ 1 » rye» '9',�" � i 2" L �° 1 6 2 —r i"-1 j14 co W I 2 rr. » 4 I_ ."""` 2. I 1/" 1/ „ 2 L 1/ 9,. F- 2" 2 2 3 99 l » /) 1 �~. 1/. n , N .4 - ,/ " ,/ n �/ n .�` %» a 4 4" 1 H & CW BR VA'S IN HUNG CLG w/ AD { TYP 3�» » - 1 n » " WC / SHOWER 1 3""� 4» n " SH RECEPTOR 2 / WC » " SH_1A 2n- 2 3/4 to i 1 » 4„ 3 » z WC_1 1 „ SHOWER 2 RECEPTOR AST, (' SH-1A 2" (TYP) I I 2" WC -1 ; 1 ` BT-1 i 2» 1�„ WC c1,. 2TM,» SH_1A» " 1 4 1 ' WC-1 1 BT-1 (_ n 2" 2 3rd FL 1 2 „ _» 2 _ ..... _„ �......_ .,... » _ 2»SH DR - _. --j » Aar 1 4aa 9 4» » #^_' ^_. _. _ _ _ _ 4n 2» ran 2"SH DR 3/„ „ �; 1� n. 4 "" 4r� » ! 2» 2» ......_ .,........... _ _ .....i� 2„-- 2" 4n 4a1 :1f.» j B 4 1 / ». j 1 °� ""�"" n » 2» t 4 4 2 �, 2 DO .,.._. 2 _ _ '.0(. ("'" "� » 4» 2 „ , 2 •t 2»-M-� "�` -- — _ �C -- _ _ _ _ ._.. `ti j ��. w.�2TM 6�=422" _ _. _ -- _ _ _ -� �- _ "."� 2^ 1 �/ 4 3" 4` 1 ` - — -Ti; _ -.� -�--�-®- 2» �_� `� I 2» r 2 !-.0 .._.. — � — — _ ...�z»..�. — _ _ J- _ _ - 2„�--n 1-- •� -� -- --��" -- 2a: �_• i._; �' �. ANCHOR '» Tao 2» 2„ L J 72» \ry» t 2 \ 2 3l SHOWER ry_ L L" F.Z" Dfl WC '"1 3j" Do 2 �.- " s/" 3 » L ANCHOR » 2" WC D c�. 2a9 m _ WC-1 ^"'2 " BT-1 ;� �� 3/4 as 74» WC Did ; DO � ' 2fa � 2aa I WC-1 BT--1 » WC ` 4 SH RECEPTOR 2 SW-1 " , -2 2 4 n 4 A SH-1 A �T, I 2 „ 2 ' .1 SH--1 A " » 2 » 2 ANCHOR ` 11,i" 2 a » 2 aJ 2 2nd FL 1 1» *3 �.I 2„ 2 _ - -•--- -2» 2 SH DR n j 1 — -- -, — ANCHOR 11/j" ' » 2„ 4 _ _ -- ...�.. _ „ 2 2n 2 SH DR �n 4" � 4" 2" �" n » 2"sH pR _ � - _` 2 4 4 � 4 � it 4 2 2 P ;,0 2" 4aa 4" 4" 2»_ _. _ »... _._ _ _» .e... _ ' _ _. 2 _ -2» 2„ » r 2" 4n 4!a 4" 2n_r^ -^ -- _ -- �" "" _ _ " _ _ '"s`I_ _ '" . p 4'� 4aP 4n 2» r a-----�„ _ _I_ J-- _ _ . '"°t _ " " _ _"1 °_ _ "" 7:3 2 2n4r, n 1 �» 4» r. ^�[ 2fa_ 2 F.. L-1 2n 2» r r 2„ p _ . v � _ ._. _ .��" . _.. r � .. _.. .. f 4,a �2-..�2 2rr�` i lcn 1»'° WHERE iNpiCATED ON PLANS *3" 2",J_ 2»� L 2» " ( T WC 4 2"SH DR 2" SH� L 2» �2» WC n SH , 2 2 3/» 3Y» CO r 2'"'� L 2" 4 h WC » co _ 2 SH DR r 2 SH 1A�% „ 1 CO WC-1T WP 1 r » I �-2 » BT-1 2 WC ' SH-1 A " 2„ 1/» 2 1t 4 CO - WP L-2„ WC -1 1 h2» BT-1 MAIN LEVEL WP r » 2„ t �,4„ ,i J, L _"� 2» "_ 2aa 4» 2ta 4» 2a, " .�...... �..� _ _ --- •-- _ _ _ _ » 3/" 11� n 2» WP 4TM 4 2„ ��.. �. _ _ » 4» L r; ®C » 2aa 2 ... .. #"r," 1 /q» �;» n i 4 � 211 jLr� ' .....%4" 2„ j Ora3�n 2" r 4 2 2 rr--- # 3!" 4» r 2" $ 2n 4" 11i 2" s+ -�41 P- \11L a: 1 `2 11f n. CO1 4»`.... 3,'a+ (i," 4a, A» f}» "1 L �„ r 2 q .J. `""" y{'a 2 WC � „i+, WC -1 BT-1 FOR CONTIN SEE WHERE INDICATED 2" SH-1 A LOWER LEVEL FLOOR PLANS ON DWGS. SERVING FIXTURES FOR CONTIN SEE FOR CONTIN SEE FLOOR PLANS FLOOR PLANS FOR CONTIN SEE FLOOR PLANS FOR CONTIN SEE FLOOR PLANS 2"V WHERE INDICATED ON DWGS. FOR CONTIN SEE FLOOR PLANS 2"V WHERE INDICATED ON DWGS. AIR CHAMBER -� DETAIL 9 s 55 72 4 s P P P P P 26 27 30 34 36 A" A" A" H & CW BR VA'S IN HUNG CLG w/ AD (TYP) AIR CHAMBER •----� 4" FOR CONTIN SEE FLOOR PLANS " » 4 -, t ;i rf �'a (� T �» L r• ;j�» 1/p\E 1�" 74 .T4, L e',�» (''"'i 'V4 ,y %¢» L '2„ V4" ,�n 00 m H & CW BR VA'S 3/n IN HUNG CLG w/ AD (TYP) 3f » » 1 3 » 2„ 2 _.c 1/„ 1 „ (� WC "1" � 2 SH DR SH`% 2a� 1/» 1f» ( 1/2" WC ri SH �-- 2 » �„ 4 - „ 34n / 114„ » 1 3 4» - I ,�. » 2 "4i /y 1�» I, ' WC 12" » 2„ �- 2 SH DR SH f 3rd FL 1» 4„ 2"- 2" 2n 2„ -- - _ -- -- -- -- L 4aa4»44»22aa�4 41 SHOWER�-�2- Z. 2 — „2 RECEPTOR_ 2» » r 2 , 2n ?fir n � a, 1 ti I (TYP) T1 Y : 3/" 3 ( O STACK P-62, Fib, 5t BT-1 BT IN LIEU OF SH 2nd FL 11/" ` 4T 4" 4" ANCHOR100 2" # ANCHOR 2TM '= r 2» L L 2 ( _ ".1 _ 2n L 2 11/4 3/at ' ` � 4" " WC SH 2"SH DR SH „ WC 2" 2 „ 3�n 3n 2„ Wc » Lr-SH/- 2"SH DR 2 MAIN LEVEL 1„ 2 2" 11/ 2» » `\ fi •__ » �2n 2" 2"-4 4 !3 9� .r....„_.r®2a9 `\ �� -» 2n 4 "1I 4aa 4,f 2» , 2n 2„ » 2 4» 4 4 2 , 2» ' I y--p---- .. _ ..,�» _.t; �_ _ _ _ _�2�} _ _ 2 L FIXTURES INDICATED WHEN„ ON PLANS. WHERE INDICATED FOR CONTIN SEE �.i' 4» WC 2„ 2"SH DR 2 FOR CONTIN 1,�" SEE CID „� ON DWGS. .4 FLOOR PLANS CO r CO 2"- » SH--1A FLOOR PLANS i WP r LOWER LEVEL 2 WHERE INDICATED L�" ' - " 2" 4 2 2 2 4 » „ FOR CONTIN SEE 4 ON PLANS 4" 4" FLOOR PLANS e _ ROOF AIR CHAMBER 00 H & WBR' CN HU G CLG 2nd FL (TYP) MAIN LEVEL ROOF I AIR CHAMBER W H & CW BR VA'S IN HUNG CLG w/ AD r3/4 „ 1» 2nd FL (TYP) a ANCHOR 00 MAIN LEVEL to FOR CONT#N SEE FLOOR PLANS LOWER LEVEL WHEN H&CW IS EXTENDED TO LAV. 4" 4» 4» r -�- J� L3/,a 1/2 » 3/9a 1 L.12" 2 1/2» 1249 3" irl I WC 14" 2"SH DR -1 4" 2" 2" SH � 4" 4" - 2" 2 _ 2" DO 2" !4 „ 1 " • 3"� 4n � WC 2"SH DR 2" SH/- 4" °f 4 to 2 2" .. 4 FOR CONTIN SEE II=LOOR PLANS H & CW BR VA'S IN HUNG CLG w/ AD (TYP) AID ri4 AURF R NOTES 1. REFER TO THE UNIT PLUMBING FLOOR PLAN PIPING DETAILS FOR EXACT PIPING ARRANGEMENT. FIXTURES MAY BE OPPOSITE HAND AIR CHAMBER OR SIMILAR, INCLUDING ALL RELATED PIPING, FOR EXAMPLE A BATHTUB 4" 4" 4" MAY BE REPLACED WITH A SHOWER w/RECEPTOR & VICE -VERSA, ALSO FOR WATER CONNECTIONS LAVATORY & SHOWER OR BATHTUB MAYBE REVERSED. „ 2 "" L `'2 �» 2 " 2. THE PART RISER DIAGRAM DETAILS ARE BASICALLY TYPICAL FOR ALL FOR ALL KITCHEN AND BATH UNITS WITH MINOR MODIFICATIONS. H & CW BR VA'S 3/» 1 � tj" 2 , IN HUNG CLG w/ AD (TYP} '3 3" "`I 4» 2n L�; ' 2" BT-1 3. EACH KITCHEN & TOILET FIXTURE GROUP H & CW BRANCH MAIN SUPPLYING THE FIXTURES SHALL BE PROVIDED WITH A CONTROL VALVE 1n 2" 1 FOR EACH APARTMENT IN HUNG CLG. WITH ACCESS DOOR. n ,� 4 4 _ t9 2"- 4. FOR CONTINUATION OF UNIT RISER DIAGRAMS REFER TO DRAWINGS r 2i1 16, 16A, 168, 16C, 16D. DO ANCHOR / •! 4 (� — _ C 2 2 L 2„ SANTTARY NOTES:. ` 3„ 2„ Oat WC BT-1 1. ALL PLUMBING WORK SHALL BE INSTALLED IN STRICT CONFORMITY WITH ALL REQUIREMENTS OF THE N.Y.S. PLUMBING CODE AND ALL 11/4" *31 2" 2•a 2» I PERTINENT STANDARDS GOVERNING THE PLUMBING WORK INCLUDING .. n 2 RYE BROOK BUILDING CODE. » 4» » »_ 4 4 2 r n 2 2. CONTRACTOR SHALL VERIFY ALL PIPE SPACES AND PARTITIONS WHERE PIPE IS INDICATED TO BE CONCEALED PRIOR TO INSTALLATION „3n _ j"�n _ _ _ _n _ _ TO AVOID EXPOSED PIPING. » 1, WHERE INDICATED 2», 2» 3. PROVIDE CLEANOUTS AT THE BASE OF ALL SOIL, WASTE, VENT, ON PLANS 4" r T" 1 " WC BT-1 AND LEADER STACKS. PROVIDE CLEANOUTS WITH DECK PLATES FLUSH WITH FINISHED FLOOR ON ALL DRAINAGE PIPING INSTALLED BELOW 1 1sff , 2 2n 2 n WP I FLOOR AN AT 50 FEET INTERVALS.. » - _ _ r 2" 4. ALL CHANGES IN THE SIZE OF "RUNS" ON DRAINAGE PIPING SHALL _ _ 4 » 4 4" 4" BE MADE WITH REDUCING FITTINGS. 3/ » r 5. ALL INTERIOR FLOOR DRAINS SHALL HAVE HOSE BIBBS NEARBY. CO 11�.n 1 1 4" 4" 6. ALL PIPING SHALL BE OFFSET SUFFICIENTLY TO CLEAR ALL RECESSED FOR CONTIN SEE WHERE INDICATED I CABINETS AND EQUIPMENT LOCATED IN PARTITIONS. FLOOR PLANS ON DWGS, 1 7. THE SANITARY AND VENT SYSTEM SHALL INCLUDE THE SUDS PRESSURE ZONE. B. FOR ALL EQUIPMENT AND FIXTURES FURNISHED BY OTHER SECTIONS, P P PTO CONTRACTOR SHALL VERIFY EXACT LOCATION AND PIPE SIZES PRIOR r-� D E T A I L 2 051 TO FABRICATION OR INSTALLATION OF SAME. 5s 68 9. THIS CONTRACTOR -SHALL CONNECT AND PROVIDE ALL NECESSARY SERVICES TO ALL FIXTURES AND EQUIPMENT INDICATED ON THE PLUMBING AND ARCHITECTURAL ECTURAL DRAWINGS iNCL HVAC AND SPK DWGS. CHECK VALVEI 10. ALL PLUMBING FIXTURES SHALL BE VENTED AS PER LOCAL PLBG. INSPECTOR. f-ry 9t DETAIL 15 ---.. a a Iv DETAIL #21 P P P p 2 3 98 99 H & CW BR VA'S AIR CHAMBER IN HUNG CLG w/ AD H & CW BR VA'S (TYP) FOR CONTIN SEE IN HUNG CLG w/ AD AIR CHAMBER FLOOR PLANSI (TYP) 2" 2" 2" 4„ 4n 4» 41-» 3/ n ,/ n 1/„ 3/4 2" L /4 �„ �n r 1--4 » r ' „ 3/4' L [` 2„ �,r ,�» 4"72 �»�1,_. � _ �2„Z_-. L L 4> „ I 2 �» 3j» 1 2—� / 1 °' ,/» „ �h 3" ri WC 2n „ %" WC ANCHOR 1 » 3'=-1 n WC 2» SH 2"SH DR „ n 5H 2 2" 1/ 4 2 L f / 4 1 2" 2 � SH L4' 4" 4„ .„ -- --- --» �» 4" 4,i.__ _ 2 2» / 2 2" r .„ ...�.»... r 2° DO 2» r CO 2n p_ _ ..... _.. «,... _ ,_.n_ _ _ a! i Y—" _ _ _ _" _ _ � » � 1 � a/ � � „ � » 4„ I ».� 4 _. _ ..,a. � „ � "� .,'�' '�"°,� _`.,, g L 2 2--�f`J DO DO 2F I 2 2"�-- 9 `e2 �rr .LJ,O --2"SH DR „ 1 2--I 2".- L i~2 I Iz—t WC n 3 n 1 " --�-� h WC ANCHOR. 3 F`I-1 WC SH 4 2 2 SH N19f„ SH 2,t ,,L�, 2,1 1 » 1 " 2» ,-I . �, 2» 2' 2" n i I "T^ » » t_ .. L_ _.. Lr=�2" -- �-- _ ---- --- -- -� 11� 2 n L _ — --„ -- -- - - e --- „ �- „ --- -- -- -r, 2„ -� „ _ 2n 4w 3/4 to 4» " '1 4" 4" 2» » S- i-.- ' .3/ 1 2 2„ 2 2" J,� � , � �, . � I r CO „ _ "`^ '^" r „ _ -- --r -- -- -- � `I » ,f � as 2. '2j at 4» I �._ _... 2n „ 1•- -- °°--„wI 2--[ L 2 2" „{- " �2 l2 �2 2 �.- .i 2 L n FOR CONTIN SEE » 1 �2 t.» rL L�,2 L WC 2" 7�3. - 4" 1, WC 2 FLOOR PLANS 4 h „ WC 2 SH 2" # j 2 11�� r 2n SH 2 SH DR r t 2„ 2» SH L-D - -- ar .... 11 _ �� FOR CONTIN SEE 4» 4" L---1 L_ 4n 4" Z2 2 4" 4" » 2„ 2 2 4» Fyn 2 2 2 Ll�4 FLOOR PLANS 2 G 2» r CC# » „ 4„ 4» 4 4 p P P P P P P DETAIL 16 2" FOR CONTIN SEE 10 13 14 81 89 92 93 FOR CONTIN SEE �-y DETAIL 1 P P P P P FLOOR PLANS * FLOOR PLANS DETAIL # 2 G 55 5 6 9 16 17 23 BT IN LIEU OF SHOWER FOR SOME P P P P STACKS & RISERS SUCH AS P-10 84 97 t00 1O2 ETC. ",2" r_ .r \-2" L 2" 4" 1, WC 2"SH DR WP r 2"., 2" SH 4" 4", 4 2 4 ; _ 4" FOR CONTIN SEE 4"-4 FLOOR PLANS (TYP) m -3/4" 3rd FL 3/: 2nd FL MEL N S 1. INSTALLATION SHALL BR INSTALLED IN STRICT CONFORMITY WITH ALL `f REQUIREMENTS OF THE NEW YORK STATE PLUMBING CODE AND ALL PERTINENT I4 " '31 » 4'= ~I REFERENCE STANDARDS GOVERNING WATER WORK INCLUDING -�- -- WESTCHESTER HEALTH DEPARTMENT. 2. WATER iNSTALEAITON SHALL BE IN STRICT ACCORDANCE ACTH THE LOCAL _ ? » _ � �I t 4 L 1 3/4 " x AUTHORITIES REQUIREMENTS INCLUDING THE RPZ INSTALLATION AND FIRE yV/D 2„ 2" :. SERVICE ASSEMBLIES. 1 WC 3. ALL WATER SUPPLIES SHALL BE OVER THE RIM SUPPLY OR SHALL BE _ 2:" J PROVIDED WITH APPROVED TYPE VACUUM BREAKERS INCLUDING ALL WATER 2" !1q.. CLOSET FLUSH VALVES, INCLUDING, HOSE 8188 CONNECTIONS. _ 2 4„ 4„ 2„ 4. ALL WATER PIPING SHALL BE SIZED TO PRODUCE VELOCITIES NOT IN LJ 4 :, 4 �' , �» EXCESS OF 8 FEET PER SECOND AND SHALL HAVE A MINIMUM OF 15 P. S. C. r AT EVERY FIXIURE UNLESS 01HERWISE REQUIRED. _ �C» _» �-- --- --- ---� --� -- -- --1 5. EXPANSION LOOPS AND ANCHORS SHALL BE PROVIDED FOR EXPANSION IN HW h W /D 2aa L » AND HOT RECIRCULATING PIPING LINES. 1 " 2» WC 2 6. ALL CONNECTIONS TO TO EQUIPMENT OF DISSIMILAR MATERIAL SHALL BE 4 PROVIDED WITH DIELECTRIC UNIONS. 2" 2" 7. PROVIDE VALVES ON ALL BRANCH LINES TO EACH FIXTURE AND EQUIPMENT L _ 2» 4 4 3". INCLUDING BRANCH FROM MAINS, AND FROM RISERS. ALL RISERS AND MAINS I 4" SHALL BE PROVIDED WffH VALVES. 8. WHERE BRANCH SUPPLIES ARE TRAPPED, AT LOW POINTS, AND WHERE BRANCH r " 2" �- _ _ _ _ ... ,..� OR MAINS SUPPLY FIXTURES OR EQUIPMENT ARE LOCATED HIGHER THAN SUPPLY 4 W/D --2 CO 1--2" 2 L 2" MAN, PROVIDE DRAIN BIBBS ON LINE. Wp 1 WC 9. PRESSURE REDUCING VALVES SHALL BE PROVIDED ON ALL + 2n 12„ 2" ALL WATER LINES WHERE THE PRESSURE EXCEEDS 80 P.S.I. 10. ALL VALVES, SHOCK ABSORBERS, EXPANSION LOOPS AND OTHER ITEMS 4" 2 `1.. 2 2 CONCEALED SHALL BE PROVIDED WITH ACCESS DOORS FOR ACCESSIBILITY FOR SAME. /° "'4" 4»' 11. FOR ALL EQUIPMENT AND FIXTURES FURNISHED BY OTHERS, THIS CONTRACTOR 4" i DETAIL SHALL VERIFY EXACT LOCATION AND PIPE SIZES PRIOR TO FABRICATION OR P INSTALLATION OF SAME. --Y�-- 7 12. ALL WATER BRANCHES SHALL. BE OFFSET SUFFICIENTLY TO CLEAR ALL RECESSED CABINETS AND EQUIPMENT LOCATED IN PARTITIONS AIR CHAMBER 13. ALL PLUMBING FIXTURES CUM COMPLY TO LOCAL WATER COMPANY. H & CW BR 'S 14. BACKFLOW PREVENTION INSTALLATION SHALL BE INSTALLED IN STRICT VA UNDER LAV ACCORDANCE WITH THE BUREAU OF CONNECTION CONTROL PROVIDE 15. WATER METER INSTALLATION SHALL. BE IN STRICT ACCORDANCE WITH 1/ " THE LOCAL WATER COMPANY. 4TM 16. FOR WATER RISERS, BRANCH PIPES AND MAINS NOT INCLUDED ON RISER 3" r --�- --S V 4, DIAGRAM, REFER TO FLOOR PLANS. 17, ANY RISER BRANCH OR MAIN NOT WTH A PIPE SIZE SHALL BE SIMILAR TO OTHER RISERS WITH SIMILAR FIXTURES. n -71 2 - 2" WC -1 2" 5H 2"SH DR 1: 1 'V4» '/» 1 4" 4" 2" SHOWER 1 n �.. RECEPTOR » 1 TYP 1 17-2rlWC-1 2ol 2"SH DR 1 2» 2"J 1 SH/% 11/„ 4" 2» �» » 4" 1n 2 ( WG-1 2» 1 2"SH DR 2"-4MAIN LEVEL 2" 2 SH 4 4" 2" » . 4 kj 1 »L:,314 2a! n FOR CONTIN SEE4» 2» r FLOOR PLANS CO 4" r LOWER LEVEL WP 4" 4" DETAIL #17 P P P 54 61 65 MINIMUM FIXTURE CONNECTION SCHEDULE FIXTURE SYMBOL � OR � WATER NOT WATER WATER CLOSET-APT_1 (FLOOR OUTLET TANK) trJ 4" 2" 1/2' WATER CLOSET -PUBLIC (FLOOR OUTLET FLUSH VALVE) WC 0 4 " >+ 2 1 1/4 " - URINAL (FLOOR OUTLET) FL. VA UR 2" 2' 3/4" _ LAVATORY F-I LAV 1 1/2' 1 1/2" 1/2" 1/2' SINK ❑ S 2" 1 1/2" 1/2„ 1/2" SERVICE SIW SS 3' 2" 3/4" 3/4" MOP RECEPTOR MR 3" 2" 3/4' 3/4" BATHTUB BT 11/2' 11/2' 1/2" 1/2" WASHING MACHO & ELEC, DRYER W/D 2" 2" 1/2' 1/2" SHOWER SH 2" 2" 1/2" 1/2' REFRIGERATOR REF - - 1/2' -- hff. FIXTURES W/SYMBOL (HC) REFER TO HANDICAPPED TYPE T/S 10-10-01 T/S 09-24-01 T/S 09-04-01 T/S 08-16-01 T/S 08-09-01 TIS 03-14-01 1�/ J Lu d der l lA r-� H v CHK'D: P.M. P. A. . PROJECT NO.:00-000-00 wrn r_-04 e> L I tz ujw 0 L= raiQ In a.. z r� m� o z + Lr—z W tI� W � I�.i..... Iy cr- m � I, IW-- < >- W Q w I p (j Q v �--- 0 p 2 p g P 12 P 2 P 9 P 19 P 2 77 14 i6 15 75 15 73 14 74 i5 78 15 79 14 (SAME FIXT's ON 2nd & 3rd FL's ---- (SAME FIXT's ON 2nd & 3rd FL's (SAME FIXT's ON 2nd & 3rd FL's-----m- (SAME FIXT's ON 2nd & 3rd FL's Y AS MAIN LEVEL DIFFERENT PIPING `j T AS MAIN LEVEL DIFFERENT PIPING AS MAIN LEVEL DIFFERENT PIPING AS MAIN LEVEL DIFFERENT PIPING „ " » ARRANGEMENT) NT » i H 4" ARRANGEMENT » i » ARRANGEMENT) » 3" x ri GEE } » ARRANGEMENT) 2 h2 �L4 } .04. 4 2 2nd FL LEVEL 3 2 �4 �'2 � 4 4 �." .�4 4 4 !2Q 2--� 3 .�4 4" 3--j " 4f}. 4" 3f} ( r- -. — _ . r 2" 2" „ 2"-- j f, i2 2'-1 2"'� �--2" 2".-1 2 1 14 4 2--1 21-11 0 3 � " 1 WASH 2'�-1 1 4 1 2 2 4 I 2 I i 2f' I "'1 I 1 1 "( t..2" �`2H 3 _ �.. ? �.....� MACH I _ 21 _ _. 2 .� -- -- -, ._ �_ _. _ ._ .", 1 w � _ — J s FU J I 3"�- j 1 1 2.1 L 1 1 ! 4" 3; DW W/D " 52„UNIT W 2� " 2„� 2 �-1 L-1 2"- 2" 12 F.0 2x� „ 1 L--1 2" 2"-�# W/D 1 1 S DW 3 2 L -1 4" 1 1 1 1 2" 2"SH DR 2 --1 L-1 1 1 S-1 3/" 1 DW fD 1--2 1 1 I 1 2 -i 1 1 1 IT 1 ,� 3 " j WC -1 14" BT-1 1 wC-1 I 1 wC-1 CO TYP) WC-1 2" 1 WC -1 2" BT-1 1 8T-1 1 Co 1 CO CO 1111 ( 1 1 1 1 1 nT MAIN LEVEL WP ° 2" 1 1 1 „ 2" I„ ' 1 1 2„ 1 I v�P 2» 2" 4" 1 I 1 SH 1 sH 1 2„ 1 1 2„ 1 1 1 » 2" _ 2" 2" 4" 1 1 4" 1 CO 3" 11 2,t " 21f 2 .� ._2" 4" �_. __ �"-2" -�_ �» 4" _, _ 2„ " 2 3'`�._..-.... , .. - .... _ _F .�. ,- .m. 1- �t 2f, 2" 1- - " m _ ��4" 1 4» 2 `_, _ ?f ..� L.. 2 1.� J 2" 2! - co--[ f^y 3 3 3 I ,� « ' p » » [/�) " 2 4 2 ". 2 - .�. „ 2 ._.. 1 C{) 3„ 2 4 4 4 4 3,9 3» 3» 3» ' C ^ 4 F1. 2 j 1 2N 2H 4" 1 4x 2" 2" ' 2 ° c, .. �.. ®_ ,�. _. _ _..� _ _. _. v.. _..._ ... _....� ._. _. ..._ _ ._..- - _...- 31 _ .� _ ...� ._. -. _ . _. _._ _ ..._ . _. _ d.._. . �. w .._. _ _ s F-U — 21. F.:U - ._ .� ...._ - _ .. ®._ ..d _ _ . _ . _ ... " . -. _. \14" - .... 4" 4� ......._ ._. ._. ! 2® — �.. — �.,...... — r ,_ . _.._. � 3 3" 3" 2» 2H 3 . J 1t " r- " BOIL RROOM —�°� ._.,.._. � _._..�.. Y .,�. � �..- ......�...._, r ._ ._.. ,._ �... ,.......... _...._.._.. 3 2» �" . f! � 3 `, 3x �..�-a " `a 3" � 3a 3» .� ...." .�.._. -,. -.. �..e...._. «� -. ®®®®..e, ,® .� ..� .._ }f ......®....- � � � ..,® . .a... w, _..._ _... ,...,.._. ,......,� .,_.._.._. .®....,®....i. -.. ,.� � " 3 ----21 FU 2 18 FU 39 FU „ 18 F.0 SS 12 FU 24 F.0 1 SS 3 1 z SS �..3" z z z z z » z z 1 z 4" 4 4" 2"- 4" 4" 2" 1 21 F.0 z z � D 5 3 D 1 CO : r " 0 `. `,,, z - �. R ° : - CO A °�. ., I , ,� CO CO CO 1 I CO CO o 1 a u_ CO 0 LOWER LEVEL WP 3 � v rr d er �r 3 3 sr ► WP � 1 d WP , , 1 Ap WP 1 WP ' C1 �r ct cs� ' cs 3 4" 4" 4" 2" 4" 3" 1 » 4,t 4ri 4" 3» 3rilrj,, 4" 4" 4" 3" 4" 4" 4" 4" 4" 4t' 2" .....t 33„ 2"L4_630 F.0 69, 6" 126 FU 49, 4» 4" 619 192 FU n » H " " » x H » » x 126 FU. 6 6 6 6 6 6 6 6 40 FU 6 46 FU 6 64 FU 103 FU 6 121 FU 4 PART SANITARY RISER DIAGRAM 'A' P 1 p 6 P P 10 P 19 72 15 71 14 70 68A 15 69 15 (SAME FIXT's ON 2nd & 3rd FL's AS MAIN `I' (SAME FIXT's ON 2nd & 3rd FL's AS MAIN LEVEL DIFFERENT PIPING ARRANGEMENT) DO » 3" "'1" " LEVEL DIFFERENT PIPING ARRANGEMENT) " „ »3""1 „ 2nd FL LEVEL 3"--1 SEE DET's ON DWG P-14 & P--15 TYP 3 2 --� 3 SEE DET s ON DWG P-14 & P•-15 TYP 3 "1 4 2 4 ._ ."...... _ H H ... Z ........,. "..,. 2 L I' ..,�,-...�2» � 1--j`- 1 r .� ..... 72„ „ 1 4"� WASN k 2 ._ _... 4H „ 1 k 2" 1 » 1 4 4 1 3' --j 1 1 1 I 3 1 2" " 2 "'I 2{ 1 2 WASH 1 1-2** 2 1 1 2" 2" 00 2» 12 F.U. 1 MACH I .J 1 I_, 3,t _,i 2"") J MACH 1 1 r- (� 1 in �1 7 UNIT 1 1,.. �.` 3" 1 1_ I 1_ UNIT j,1 1 1 r 7 1 1 4" 6 F.0 1 L-1 3�" s L_ „ „ 1 1 i n^1 S/" 1,» S �2» 2 1 1 2» 1 I 1 1 I 1 1 2 3 2 -- DW w/D DW W/D 2" P L-1 L-1 2" 2" 1 1 2" 4tf 2"SH DR W/D DW 1 I» 1 1 1 ri 1 1 1 �2" WC-1 (TYP) i 1 j--2 3 3" 1 70 WC--1 I WC-1 1 1.2„ 2 --1 1 WC-1 BT--1 " 1 » 2" 1 SH-1 SH-1 " MAIN LEVEL » 3 1 1 „ 2" SH 1 2 1 1 2» 2" 1 » 2" " 1 I 1 2» A 1 1 1 1-2" 2 F.. _. 1 L _ ._. _ _. _ _. e �2 M .- _.. ! 2" ryf+ H 2Cd F. U t- 1 _ . ._fa ". .� . _.. ® .4. N _► .....� ®_ . - _.. ® L 3" 2» 3» �2» �} r es _ " " 2 ..Y.. ../��.` ...r >r� Le, 4" `� » L » G �r2� - _., w -. -. _ -.. _ 3'1 `_' 2" l� — 2" 4 2» 2" 1 2" 2 Sri 3 ( 2 3 2» 3 j_` _C. 3„ H `3ri "- �. 3» 2" 3 1 2 2 2 1 4„ 2 4 22 2" 2 „ ,/ ( 11eI61 „ 2" +�» 4f 1 +t» 2»4»4».ylt2i 2 G"�»4" 2»2" r- ___-I 35 LB 1 k2 3" 2» 3"2 SH DR 2R 2 I 4" 3 2ri 2ri M & W TOIL 2» 2„ 2"I " „ 2 20 LB WASHER/ 1 EMPLOYEE 4» 1 L T,1— r - ......T -.. - �. — .-. r. — — ...._ — _, ,..I.._.. 3 � �.. � 3 e _ � I � 14 WASH EXTRACTER 3 --i � /f LT 1 LOUNGE T" .r —`C � "� � 12 F 24 F.0 18 F.0 -. 1 UR 1 L-2 2" L-2 L--2 2H L-2 CO CO MACH LAUN RY 1 2 3" S-1 �2» 6 FU 1 EWC 4„ 2» 2" 1 2" 1 WP i F.0 ' WP 1 1 2 21 F,U 4" 12 F.0 4" 4" �- °- ca a WC- 2 1 ca WC- 2 wC- 2 c, °- ca a a. 2" 4» 4" U.. CO a- CO CO CO CO o SH-1 ® i o ! CO 1 I - 1 1 1 v- 1 2" » o SH-1 1 O IW IW I 1 fi Q » E LOWER LEVEL o u rn v po 1 1 M 2 ca I� c� c� �r M H L WP 11 I e, 1,.... 2 MR 1_ CODP i � 1 I 2 WP 2 WP WP WP WP » 2" 3 4 » --I 2 2 2 3 3L 3 6 FD 6 -28 FU3i _ ! 3 3 2 17 FU 2 4 4 4 36 FU 3 ..... 4 2 -� 3 4}! 4» 3 2t' 4» 2 4H » H „ „ 1f » ,f » " » ff H » 38 FU - » 6" 6" 6„ 3" �y» 2» 4et q" A 6" 2 6" 2" 3 3" 4 L `t 6x.» 192 FU 6" 4" 6" 4" 4" 6" 4" 193 FU 6f9 4" 4" 6" 3" 3" 6" 6H 6" TRENCH DR 4" 6" 6" 6" 6" 365 FU FOR CONTIN. SEE SAN RISER 231 FU 245 FU 273 FU w/ GRATE BY G.0 SECT 290 FU 311 FU DIAGRAM PART "A" THIS DWG. FOR CONTIN. SEE SAN RISER PART SANITARY RISER DIAGRAM Bg DIAGRAM PART "C" THIS DWG NO SCALE 2nd FL LEVEL p 2 p 2 p 10 P 13 P 2 66 14 68 14 65 15 67 15 64 14 (SAME FIXT's ON 2nd & 3rd FL's (SAME FIXT's ON 2nd & 3rd FL's------- �~ - yl^ AS MAIN LEVEE. DIFFERENT PIPING y+ `�'' y* �- _ ._ �r� AS MAIN LEVEL DIFFERENT PIPING „ "r" 1�- r.-r I .. Af'11'1AL111PlFPlt71 `f t ! -r ! AOPAA1(]GhMTi --3 4 ?" 3 MINIMUM FIXTURE CONNECTION SCHEDULE FIXTURE SYMBOL SOIL OR WASTE VENT CONN. COLD WATER NOT WATER WATER CLOSET —APT OUTLET TANK) WC-1 T 4 2"1/2"(FLOOR WATER CLOSET —PUBLIC (FLOOR OUTLET FLUSH VALVE) WC 4" 2" 1 1 /4" URINAL UR 2" 2" 3/4" LAVATORY LAV 1 1/2" 1 1/2" 1/2" 1/2" SINK 0 S 2" 1 1/2" 1/2" 1/2" SERVICE SINK F—] SS 3" 2" 3/4" 3/4" LAUNDRY TRAY LT 2" 2" 1/2" 1/2" MOP RECEPTOR MR 3" 2" 3/4" 3/4" BATHTUB BT 1 1/2' 1 1/2" 1/2" 1/2" WASHING MACHINE & ELEC. DRYER L" J W/D 2" 2" 1/2" 1/2" SHOWER SH 2" 2 1/2" 1/2" REFRIGERATOR REF --- -- 1/2" --- t"\ 1\ I .J r'*1 I V I 1 1"\ I\ I I\ 113 L_.. I\ L./ I !i % 7 1\ !-e 1 V 1 \ .s NO SCALE NOTES: 1. REFER TO THE UNIT PLUMBING FLOOR PLAN PIPING DETAILS FOR EXACT PIPING ARRANGEMENT. FIXTURES MAY BE OPPOSITE HAND OR SIMILAR, INCLUDING ALL RELATED PIPING. 2. THE PART RISER DIAGRAM DETAILS ARE BASICALLY TYPICAL FOR ALL FOR ALL KITCHEN AND BATH UNITS WITH MINOR MODIFICATIONS. 2" 1 1 2"-1 1 :- 3" 1 1 S , 'LDw v J _ — -- -- --� 2" 1 x 3 3 3" 2" 3" I 3" 2" X2,� 2" 1 3 .3» _L-2A ! n SS NOTES. 1. FOR CONTINUATION OF RISER DIAGRAMS REFER TO UNIT RISER DIAGRAMS ON DWG P--14 & P-15, INCLUDING ADDITIONAL PART. RISER DIAGRAMS P-1166A & FLOOR P Ai is 2. THE CP REFERS TO STACK NUMBERS AND THE x HEXAGON TOP NUMBER REFERS TO DETAIL NUMBER AND THE BOTTOM NUMBER REFERS TO THE DWG NUMBER. 3. FOR VENTS THRU ROOF REFER TO FLOOR PLANS T/S 10-10-01 T/S 09-24-01 T/s 09-04-01 T/S 08-16-01 T/S 08-09-01 -T---- T/S 03-1 4-01 cn W = t�-1 o c) o � w U)t� N N Cd/1 m rt Z � h � CHK'D: P.M. P. A. PROJECT NO.:00--000-00 uj `a ¢ r• " r� aca o u.► rn cq �r Li oz Cl d0 m �:2 Z V) Iy L _j 0 < -�-1 I z E LLJ \ O r DC � Q J LLJ F— < < U (,D --' Q LLB L.a_ CO 1� 0 < PI 6A MM ffl ROOF 2f'-- 2 as L I I 2 1 I v' P 17 P 2 P 2 P 14 P 20 I L2" 61 i 5 6O i 4 63 i 4 62 15 58 i 5 BT 2» 2H. WC 4" 3rd LEVEL {SAME FIXT ON 2nd & 3rd FL's DIFFERENT PIPING ARRANGEMENT) QQ r 1 1 I 3rd LEVEL 2" 2" .1 T3ti 3" A" I 4 3' ..I ..e .._ _. — «w s+ ,2�._.._._J2L��4 1 2„ ' » L 2» 4 . .. _ T T _...._. 3 �, ' '!'"'1 11i „ 39i 7w _ . 29i "` r ._. ?>... J` iVASH MACH 1 UNIT I » I _. WASH MACH r- __t" ` I .. � " -� UNIT {TYP} 2„ � 2".w4„ i 1- 2" 2H 2i, t\ 41.—/� 1 2 d 3»� L ri " I. 3 ._..._ I I-- r-- �.2" --- -� 2'-- L H .._..ff_w f� 2" L 2 r - 2 2 I i L 1 I 2" IJ-2" 3/» ' I-2" �» S 1 I 3» 2H L I I I 3'� r -1 I I 4„ -2" Q1 2"-� 1--2" 11 S 3ii �---}- 3" DW DW 3» I I 4" I 4" 2"---1 I-`2" 11 ! I 2" 1 WC I I ( 2" 2" I " % I `2"3 2 SH 1 1 WC 1 2" 2" { I 1 » I AMC 2 2" I BT-1 H� WC I 1 " 2 I j 2 BT-1 BT F f0 2» WC I 2 1 I 1 2nd LEVEL 2» 1 SH - 1 2„ - 1 2» 1 I 2nd LEVEL 1 1 4" 2" 3,> I !-E= » `"" _� 2" L_� _. ` 2' L _ _. a 4�_j 2» ....- . 2"_,i 2 ,> 4 1 ,, I - "-2" 29iSN DR 3" 2" 1 -- - I H' CO 294 1 CO 2H 2 4'° 4" 4;} I 4" 4" , 2" I +i ii 2tt� 4" 4 4-.,, r 4 1--2" 4H 3„ 2" " 2" 2 2» _3_ 1 ._ _ _. t� » 2„ �.._ _ H _ 7 _. _ _ 1 4 2' 2" 2 ._ �l _. 2» 2» 4 2" 2» _ r 1_ - ...... _ _ i 4" CO L 2" _ .�.2" ! 1- T 3j» 2 --i- 1 1"2" 3/H S �- (-2" L `i 2" 3" 2" L F _4„ _. 2" .� L WI.- » DW S r-2 WM WASH MACH DW 2'=-j " WM (_ rL 4» h I 4„ 2»...I` 2" 4„ „ 2 1 2 -a 2" I WC 1 2" SH�-2"SH DR " 3 1 t CO 3 «CO I » UNIT 3fD I 2�E f CO --ifCO I I SH WP WP WC I 2„ 2" I WC 2" 2"� BT-1 i We $ 1 2„�-IWP 'CEO, i I 2" ST-1 MAIN LEVEL MAIN LEVEL 1 I „ WP WP 2 _ .� " - — 72" "I' . _ �..^ — 72� I 2" { � ...� �H -- � 2!� --� t'- � 2" 4 „ 2 " „ 2 . � �. � � L. _ . „ _ �. __,_2 4" 2" 1 " j"-2 3" ' 3 3 t _ ._ ®J _ 1 ._. r ._. ._ .,_ _ F 2» 1 3" 3" 2" 1-` 2" 4 2» 4 4" 4" 4" 2" 2H�." 4H2 4" 2" 4" 1 x •- 1 4 " 2H -.� �" J." 3" „ r 2 3" 3" 2»_.I 2» e I LQU » I LAUNDRY » I 2 LT 2 S L » 2" �2 " � --- 9r tt � +i 3 3 3 4" 4 ,t 4" a 4" 4" 18 FU 4" FOR CONTIN. SEE SAN RISER `L 4" 12 FU 3" {21 FU} WM WM 3 " 21 FU 36 FU 12 FU 4" 12 FU DIAGRAM PART "E" THIS DWG. 6 FU " O 4 O WP o CO Co CO DP 4"FD 2" CO ' WP CO CO WP' ' WP CO WP' CO ' WP LOWER LEVEL LOWER LEVEL 1 6 FU LL� » 2"4xi " 22» " 2 4 4 2»3tt„12 FU » 4 3 1$ FU4H„ .. +� .. In 4 i A 9, 3 A» FROM STACK P-57 _ram -_ _» 1 '1---3" UNIT 8� 3rd LEVEL 2nd LEVEL s ap 1 1` i 4" WASH MACH 3"^i a UNIT (TYP) PART SANITARY RISER DIAGRAM 'D' NO SCALE 4--1 — �4H^ r �7»� 1 1 ^09 1 /3" 1 4" 2„ r:\-r3» 4» . �r r 6 FU 682 FU 694 FU F_j 2" 3" r_ -I 2 1 J 4„ »....I 3 2" 1 3"--I s '�2 S �s"_... 3"tl-1 1 „ ! 2 5 r3�,,,., 2_L 2" SH 3rd LEVEL I L 4"�2" 2"SH DR 2" I 4" 2» 2" ' CO .� m,, n" „ L �^ 2" ,.J 2" 1-1---2" 1 1 f=� WC SH Owww • '; MAIN LEVEL MAIN LEVEL WF ' z " , » tt J L_ _ 2 .._ . J "t . 2� _ -) 4" J ,> 3" 2" » �- _ ._ 3" _ . 3" _ _ . �2„ .1 4" 2 4 -- 3» „ 2» 2" 4" I 2" _2" 4" 2" 4"'i ICE F 3" 3 » ' 3� -. _ .. .. _ .- . _ ..�1 � � � I � ""� ' 4" " » 14 FU t CO 2" I » » ' CO 2 I 4" 4 "--�-I t CO BQ+R LOUNGE MAKER H $ 3_ .. _.',_ ..� 3._`t,.. t.- ... _ ....._ _ t 3" 2" 4'_ ,, 4 cs 3 2 3 2 , 4 2 " 2 BIN 3 2H i" 2» 2„-r? �» 2»2» 2» 2» 2» �2H 2" -1 �.. ,C 4 4 ,S » „ » 3 " „ 4 1..J 21 FU Z...: 'Z l® 1� I i 3„ 4 2 2$$ P P p BAR p 3,+ r - - r ._ .- » T �" �.1 — t"` . ' -� „ L-2 L-2 - 4' 103 1a tas SINK ias s9 L 1 L UR 2 " 1-- 2" 2„ 2 439 FU 21 FU I I 1�-2 (�" I— �» » 21 FU 4» 18 FU r7 I I WC I WC I WC 1 WC I WC CO e tWp I DP WP 2 2 I 1 1 1 1 2" : 2" , WP LOWER LEVEL CO CO D° yCypO i 2" 2" � i �,�» Ctl e Co 2"J " » I ' WP co LOWER LEVEL'' _ -- -- 1 j- 694 FU \-- 750 FU \-1563 FU t- 795 FU \- 755 FU PART SANITARY RISER DIAGRAM 'E' NO SCALE 3" '' 8" tt 124 FU `M! ROOF O 4" 2" �` 2" 3f--r _ 3fi �� `C 3" �' .� 4» � I 2" 2" r �� - -- -- _" ", 1 ®� 3fi ..® ...._ C ., _ _ 3" _. �. 3" _ - 4" ®. » 1 2 2"`w\may( � micas _ -. . 160 4".,.� r� _c M_ _ __ ._ _ 2" � �2" � 4'=-�I � Z �1_ _ .._. � � � � 2„ I WASH MACH 4" � 2" 2" � �.-...._.`'�... � I UNIT (TYP) � » �`2f, � 2 C'3 2"--1 4' 21-1 � � 1--2» �2fy J I i J 2"L 2"-F L " S' 2" �2" 2'--r L i �DW I I 2!-FL 1 3"J -F » 2 1 WC 3"-J „ DW ,, AIM 1 2 " 3 3 I 3"-1 2" WC 2" » 1, 3 2" WC 2" I I S W D j--3" 3' 2"_ WC 2" 1 2" 2tt 4 » I 1 SH 1 I 2" » 11 SH 2 I 2» 1 4" 1( 2tt SH " 1 2» 2 I SH 4 2" 3rd LEVEL 3rd LEVEL 1 i 2" --„ „ _ -- --, "SH R 1 L_ 4�2 2 2 2 D I 2" _ 4 2 2 2" I _' ".� „ -- r— --� „ —! 2"$H DR I I -- „ �H -- 2»SH DR J_ » 1 3" 2 2" I .. - ---! „ q" 2" 2" 2 SH DR rg 9, » 4 2 2 " » " „ I » » 4 2 2 2 3 ( 2— 2' 1� [� 4" 2" 2" ' CO I Ii� 4» 2» 2» ' CO I 3".�.I 1 4" 3"-4 tt 1 DO Ott ? .... `� 2" " I 4" DW I WM 3 --I 3„ 4 " 1 1 3tt �, 39:� I I C1ti 4" I1 1 1 I 1 T3» 2" T( 3„ 2» I -3 E I I 1 1 2nd LEVEL 2nd LEVEL I 4" 4" 1 2" I/4=4-----3 4" 3H 1 4» 1 ` I 2� 1 � n �' I _ Co 2 .� r "" '�2„ --1 � _ �.._ -- 2�..�' � _ _._. -- --. -- 1 I ,,.o ®� .�, _. _ ._ ---� 2f, _ �............ � i �2tt �( I 2" 2" — `4 r 1 -j- �,......W. 2» _. 2'_ 2" I I ._ _._ _ 2tt 1 3 " 1 3 "`1 J- 2" �2" 2" 2" �2H 1 3" -�` � r3tt „ L I 3 rj » 3 I J-�- 3" 2"---F L 2tt I 1 " (' 2"-4 L !� -,4 S I' J 3» 3 2" I 4" 1, '2" I I7 I 2'=-� -L- 2„ 3„ 4# �! -1 I 1 2� S 4 „ I 1 DW 2 1 I`t 2"---F L 2" 4 r1 --2" Y,_� 1 4" � 2" WC 2" I � 1---1--3" 2"� we 2" CO co 1 L2" �` " 2 � WC 2 SH I I " � �-2 " � 1 Wc 2" 2" � I I SH MAIN LEVEL 1 1 2„ SH 1 I ( 2„ SH ' WP ' 'WP I 1 2" 2" 2 „ 2 MAIN LEVEL " LLb I -- ;, �, -- - „--1 2"SH DR i 2 2 2 L 4»-»2 "- C.» i 2"SH DR 1 -- - 3— .� ..® _. _. _ ...2„ .- ...._ ...1 2 2 (� `- �C2:, ... """ _7 2"SH DR _ I 3' 2 + 2„ 1 i 1 L 4;�,F _ 2"SH DR " 1 1 q" 2" 2» ' Co 2 �'i BEAUTY PARLOR „ ' _ 2� _.....- _ _ ®® ZP 2 — 2" 3 3 `2� L_ 1 4„ 2» 2» CO I2 , 12 49, 2» 2,9 CO io y�" 0 12 FU _ _ _ 2 .� C x o._. — _... � 3» --� _ _ .... _. � » _ .- ..� 4 4,D L. -- - 4 4 18 FU 6 FU " 4 " 2--- -~I 2--- HAIR " L-2A S 18 FU 6 FU L 2 S-3 5-3 S-3 2 1 " 4„ 2" INTERCEPTOR 1 3 21 FU 6 FU 3 14 FU " k„ 2 S + "J 3" DW 2 WfD 4" 4y ' CO CO e } WC —3 Co WC 1 " 2"SH DR {TYP 2"..1 CO " CO CO f CO I 2 SH DP 2" 1 DP 2 ° WP WP' CO CO CO ' WP DP DP CO » " Coy WP 2 ' Co 214 WP CO CO DP DP LOWER LEVEL LOWER LEVEL yCyoo DP yCyRO I 4" 4„ 4,t 4» 11_ 2-\ _. ._ 2» 2i, 2» „ o. 2" 29t 2„ 2» 2H 2" L �- 4 2" 19 FU4» 13 FU4" " 4" 4" » 3» 3 »FOR 2 " 4" DIAGRAM TPARTE G'S ON DWG. P-16C �2 724 F.LI Ott 4 » 706 F.0 „ p R" 4" 2 4" 4" Ott 4» 4tt 3 G 6" 8' 4" 6" g" 4" 6" 60 1+" 4" 6" 676 F.0 V636 F.0 V612 F.0 V584 F.0 566 F.0 G. PART SANITARY RISER DIAGRAM 'F' NO SCALE T/S 10-10-01 T/S 09-24-01 T/S 09-04-01 T/S 08-16-01 T/S 08-09-01 T/S 03-14-01 CHK'D: ` P. A. PROJECT NO.:OO- OO -OO c� ca c< r+) 00 C . ) a- 4 ca\ c� oLn V) CL cl- cx_ z z - o W I yT I z .� VJ �2 - 0 "r x J W > Ls. 0 f� mi ROOF r— -T,7 — 7-- — - - - - 7F - _--i _�73; 3" I _\ -- 4] / 727 3--J -4- 33 A *,�4" r --A ------ j 3- r 37 r 1 I 1 2" 2- __�74;__ 72" L 1--"3" 2" 1 1 2" -1 2* 2 2" 4� 2" L t-3" 2- 29* I 2" 1 2 it, 00 2"-1 2" 3!-4 L 2'p L 2" F 1— 3/1 2" 3"_4 L L 3 S 1A S 3 1A 0 DW W/D 1 1 -4" -IT I W/D DW 74 S 3 S DW W/D -4 1-T W/D I I WC 3t- W/D t--3- SH wc I I 2" -2" - I I wC 2" 2 SH 2" -2" 1 2- 2" 1 WC SH 2" -2" 1 2" 2" SH _441 _j N2- -2" 3rd LEVEL 3rd LEVEL 2" 2"- 2" 2�=� 1 2" - 2" -------- F---�2" 30t 3" 2 - 2"" r-1=1 2 -j r i 1 L.C21" tf4-7," 21" 2"SH DR 4T 1 2 2 lPh.- 2#0 2" 2"1\ -41-e-u 1 2" r 2" 4" 4 4" 4 2"SH DR 4*# 4 " 4" 4��J L \_1 3$0 3- 2" _j Z�Lj 2" V, 2" 4" r 2� 2" WASH MACH UNIT (TYP) 00 1 St 3" 2" L 2" 2- L 3"- 0 00 -1 L 2 2" L DO T We Tf I I T I via. T WC SH -4" 2t- SH 2 T SH It +_ 2" -2#' ;� - 2" n" r4 SH 2" -2" ---------- 2nd LEVEL 2nd LEVEL I 2 I ____ _v_ _j 2#1 2"SH DR 3" 2 _j _j 4" 2"4- I L_ 2" 2"SH DR 1 4 4"N fS. 4„�J L "12"\ -4" 2" 2" r r 77 00 3* WASH MACH 3 UNIT (TYP) r -v 2� _L 2" f-2" St r2 2" it _L 2 31- r2" 3 3,,- L 2-1 3/4 2" /w DW W/D ri L 2" 3`14-j 2" L rk_z_1 W/D it I DW S 1 Y- 29# S k" -1 DW 2" W/D I 2" 3 r_ --A I 1\ i 2- L h W/D T S 3!- n i Lq L -J 2--1 S /4" DW 2" W/D 12 SHOWED RECEPTOR TO� �SH 2"-1 I N WC 2" -2 We 2 2 -cp= 2 SH 2" -2$' $1 1� 2 2- 1 WC I I I I 1 1% SH 2" 2" _N= WC 2t- SH -4" 2 2" 2" 2it.- I MAIN LEVEL MAIN LEVEL 2" 21!­ 21 41 2 �Y_�, 2" I �(TYP) 2" r- _j I 2" 4*f 2" 2"SH DR 2" 2" 11\ i�S_�2 3" - 3 2 _Y�l - _2 2-,\ r ''I 2 FL;�j 1 ;lK 4- 4 2" 2"SH DR 4 2 4" 4" 2## 2" C2 3" 3" 2" - 2 1 3 2",\ 2 4 4S 2�J ���j IN 2" 4" 2 r ;7 -i TO P-39 2 q__A, f- T rii TO STACK L P-44 727; 2*1­1 1 !_f7I 2" 2- 7F 2" 14 FU 28 FU ­4 2" EXAM 146 s S 2., r F 72 24 F u- 1 2 3 1 2 FU 12 FU 14 FU -28 FU -3" 2" S -1 3" S 3 1, 2" /4 2" -11 L-2A2" L 1_9 2" L 2" 2 L _ p 3t- -3" W/D 2t-j S /4 lid 4"_ Div -4" 3'1- DW 2'�-4 W/D A14 -3" DW W/D ky CID 2" I WC 3 I 21 1 4p 2"SH DR �SH WC CO! 2" 2"2"_c1=1 ;� v WC co 0- WP 2"SH DR SH co WP i CO r, WP co WP e4l Co WP co VP CO TA LOWER LEVEL' WP 2" LOWER LOWER LEVEL 'CO 2t- WP 'COP 1 . L �4- r-v= 2" 2---� 2- — I I 2 3" I 2i!- I --- 4" 3" 3" 2' 3 3" I 4 3iii -1 /` 4" 1\ 4" I 4" 4-\ 41' 2" 2- 4z 3" 2" n, 6" 526 FU 4" \-4" 6" \- 490 FU 4" 6 472 FU 6- 430 FU PART SANITARY RISER DIAGRAM V NO SCALE \-�461"9 FU 383 FU 334 FU FOR CONITIN. SEE PART SANITARY RISER DIAGRAM *H' ON THIS DWG p w ROOF ROOF 7F _IZ_ 7: 7s, -1-2' 2 4'-.r- 7Z _r_J - _\7_4-__i 7�--� 41-1 _1 4. 3S 3" 3" 2" 2; 3" j -�7 - - - - 7E __T 4it 4" r k 4" 3" r [-2" r . . ..... 4-4 1-2" 21,.j '-L3' 3 2"--4 ri 2"-J 3" 2' 3$j 2 2--1 3: 00 1 2--1 1 3" 1 3 /4 "DW L2" r L 1 2" 1 s 44' " DW L — — "i 11� L L 2" 3"-J $ WM DW L 2" ri n 3t- 4/1 S 4 DW 3" W/D WM 2 - we 2 " wc r-T -2" E BT-1 2 Wc 443-2" 3--J J-11 wc fj I 1 it 2 WC 2** 11 SH 21 WC SH 2 2�- SH 11 2�- SH 3rd LEVEL 3rd LEVEL 2t- 2" 3" Jj Lt- r -4" L 4 2 _T 2"SH DR 4" 2-- r 3" 7, j; -1 2t- 2*-_ I - 2" 2" 1\ A. 2" 3" L 4'* 4- L J-7,-j; -3 2 co 31*-1 2" Co 2" 2" 4 1 Cu 2" 2 2 2"SH DR 3"- 1 7:7 _F_j_ -1-2- 2t-j 3" /-1 177 Co 2"SH DR 4" 2" cu 2"SH 1771-1 L DR 2" 3" WM DW 0 3"-4 4" St- 2" -7 2" L 2" 3- S WM DW L 2il- P-z. 3it- 1 2" F 2" 1 2! WC -- 2" 2 SH 2 /_ T 2*1- SH 2" SH 2nd LEVEL 2nd LEVEL 2T I /- 2' 4" r-,K= 1 L 4" -r, F J_ Y 2" fl� - j L 2 417 4l!­ L 2'd --I 2 00 X 2" \ r- — 17, 2*1 1 2 2" r- T 2" 4it— 2" 2tj CO 2"SH DR 3" 3" WASH UNIT r 71 MACH 2-, 2** - 2 41!­ 0- A� CO 2* L 2"SH DR IPA 2 11W 2"SH r 721E:-�--- DR 1 F 2" DW WM L2" L 2*1 ri 3" 2--F L -2" rl 4t!- L M 2# 2" 3" 1- L F 1 2" 1 3/, 1 1 DW 2" W/D 3"--J-- = S WM DW 4"- 2" L 2" " 3-- I L 2"_ I 21-1 7_­11 2" 11111tc 2" -4" 0 F=� Wf" 2" co 1 1 Fm� wr r__Tlt� SH 1 �-2 I Q I I 2--1 y 71 I 1 1 M WC co SH I M WC , I I L-1- I / 2" 2 it SH -2 2" SH VP 2"- 2--f 2" -21) WP MAIN LEVEL MAIN LEVEL 2" 2" 3" _j 77 —4—" y L�aj=4 \\- 2"SH DR F r- -41-1 L J L 41v 2 2" 2*' r"- - _j 2j� 3" 2,\ A 1 L 2" 4"- 4, \13$1 Co 2" Z,-Lj 11 L;u 4" \,2- 1 Z:4772 1 3" 21-1 173- 2" ==-4 k, 4" 72 .01 " \1 co 4 2 2"SH DR 3 3- 4"_ T__1 - _kz-j - - -1 4" 4 4 2-t 2"SH D L 2" 2 01 3-­�3 4- 4 2"SH DR L 21 FU 2$t L 4'�- 2" rj L 2$' —18 FU 2" S 3/," DW 2" W/D - 21 FU 4*1- 2"- 2" 3 co BT-1 2" WC 2il- r__,T ;� 2" CO If_N 2"SH DR WC SH 2`0 C 4" 0 Ifn 0-41 OHI CO - 2" 'CO 2to 3il- CO -4" -Ilco WP CO WP WC 2'1- 2"SH DR SH Co DP LOWER LEVEL LOWER LEVEL WP 2" WP 2 I ICY I L L_ ­17- —4—" --1 2" WP 18 FU 3" 31 WP 2S 3 4 4 r2 2" 3" :1 1 4" k 4$* 2$` 4" ­Z-� 4"\ 4" 4" 4 4" FOR CONTIN. SEE PARIV T SANIT RISER DIAGRAM V ON THIS D 181 rr, 4*t \, 5" 5"_.. \ - . - -,. ", 5" - zoo I- u -Z-,+/ tu 91 5- 2220 ru PART SANITARY RISER DIAGRAW ) H IRM&MI 4V,) f'V 10'7 1711 1 ,-, I - \1. 4" \- 4" \- 4" NOTES: 1. FOR FIXTURE CONNECTION SCHEDULE & NOTES REFER TO DWGP-16A 2. FOR VENTS THRU ROOF REFER TO FLOOR PLAN • FOR C NTIN, SEE PART SANITARY I RISER DIAGRAM T ON THIS DWG _j m"s ROOF 30- 3" 3s f�� - - - - - - - - - - - - - - - - - - 7�; - - ...... 4" - - - - ®- - - - -- N�4 \�4; - - - - - - - - - - - - - - - - _T _j r St --i f - - - - - - -- 2s - - - - -- rli; 1-2- 4*!,j 1 SHOWER F 3'$ 4" k4" f\ 3" 2"-J I 3" 2 - — —Z — -I 3" 2 __j 00 I 2"1 S DW W/D SHOWER F ri RECEPTOR L I 2" f-,\- RECEPTOR L F I 1 I cv, 3" 1 2" 1 1 - _1 2$# L-1 -4 r 1 3il- 2 DW W/D 2 0 3 -4 2!- 2" 1 WC-1 3�_ 1 2" 8T-1 L-3" W/D 3"-J 2" WC 2"SH DR _\SH P7� . WC 2"SH DR 3"-J 29 _\SH I I 1 .1 rl wc-1 8T-1 2" I 2" \1 -_ 1 2" f-2" 1 2" 2 3rd LEVEL 2" -4* -2" -4" -2" I 1 2 rj­­7 2 3rd LEVEL L L L_ 4 2" 1 __74- 2 Z3 2" 2*1 �!l :3 2S 2' 3" 3- 4" \1 2" CO2" CO 4 it Ij 4" - - - - - - WASHMACH -4" 2" 21' �j WASH MACH s; oo 1 3il- - - - - - - - - - 72;_ J-20 3"-J - - - - - - - - - - - - - ­ Vi�_ 1 j-2" 2-1 ^11 2" — 1-- 2" 3/4 1 UNIT 2" T1_ — K'T — — 2" 2" I F T­ -Ti; -1 3/, 21 S UNIT _3" -1-1 L 1_Z_q "_j L J j I St-1 L-1 1 1 2" Y­ -J 2" S DW 2"--4 ri W/D 2" 1 3t- -J DW 21-4 ri W/D 3 1 2 WC "tr- 3' 2" WC Tr_1 1 1--2" BT-1 1 1 1 ri WC- 1- _ ri WC -1 -!j' 2" 1 I ST-1 -7 _v_ I S H -2- SH 2" 2" 2" 1 1 2" 2-P N 2"-1 1 201 2 14 1 2nd LEVEL -t 2nd LEVEL r_= 4 - 7,_ 4" r 71- 2 4 2" ­1 4t- - -4- 1 1 2"\ L 2i! _2� 4 1 1 1 3" 4" '41 4"2"2" Ll 1 2' I �S 12" 1 ..... 7 3" 3" -T,i; WASH MACH 4t- 4 co =2 L - - - - - - !-L - - Z� 71 2 co L - - - -1 4"- L 2", 2" 1 -ii - - - - - - I L00 SMACH L2- UNIT L 3*1 -r"i; WASH MACH UNIT t--3" L UNIT 21 -4" -71 _172" -71 J-2" -4" L 4" — — __, \,2- 3"- -,3g 2" r-4" 2" 0 DW 2'�-A f W/D 3'1- 2" S k" DW2" W/D I— L 2$* 2$* .. . 4t-41- 2" L-1 Wc -1 �-2" BT-1 DW 211-4 w/D 26t WC-1 �-2- 6T-1 I-S Co WC S COVP coWP DP co Co WC Ifn It SH 2" co I WP 1 cwop" Y7� Co WP 2_ CO co, WP co CO IF-, 21- WP ICOWP MAIN LEVEL MAIN LEVEL 71 2- -2" WP WP 4 3"_ 2" 2" Z11 4 Y 4" 2" 4"- -4" L 2" 39 FU 4-\ 2" I 1 2" 1 _, 2 2" 33 FU -2 4*$ 2"11, 2" J -3" 3" _4r- 2 -4* 4" 2 2" 4 s N., 4, 2" � 4 3" L 71 - 2" 4 \-135 2" 4"' �Z4 4 4" 4" 99 FU \4" L 4" 3" 1L 21 FU - ------- 3" r 60 FU 6 FU 21 FU 2" 3 -3 2" S DW 2" W/D CO FU 117 FU DP LOWER LEVEL CO v co 2" WP 'CO 4" LOWER LEVEL 3"\ 3" 2",\ 2"-A 2",\ _n vj r T/S 10-10-01 T/S 09-04-01 T/S 08-16-01 T/S 08-09-01 T/S 03-14-01 CHK*D, P.M. P. A. PROJECT NO-,-00-000-00 �z 4z 0) 04 0 z tD tD w 0 ur) V) L;j < U) ac 0- cl- z < Z < cr- L_Lj 0 < 1 Z __j 0 I M oL-Li m < I I LLJ J Li LL_ o LLJ m 0 < LLJ (f) z 0 n U� P16C 4" \- 163 FU LY FOR CONTIN. SEE PART SANITARY RISER DIAGRAM `H' ON THIS DWG 135 FU PART SANITARY RISER DIAGRAM 'I' NO SCALE T/S 09-04-01 T/S 08-16-01 T/S 08-09-01 rw-1 ROOF - - - - — — — — — — — — — — X -\7 — — — — — — — — — — 4- 4" — — — — — — — — — — 7F — — — — — — — — — — j 4.--*1 r 4" -1 — — — — j 4-- — — — — — — — — — — — 17'F — — — — — ® f 3'-J - - - - - - 4 4 — 2" 00 1 2- 21� 3" 3/ 2" DW W/D 2" -')6- -1 301 21* 4 2 " I. -1 -1 LY 2" S 1 W/D I-4" 3" 2" 3 4" 1� 2*# 2 3" 2" SHOWER T� RECEPTOR L -2 (TYP) 300 SHOWER 2" F RECEPTOR L 2" T� (TYP) ID, 3" 2" 2" SHOWER RECEPTOR L (TYP) ct� SH 3'!- 1 2 -fl rj WC-1 BT-1 3 ri WC-1 11 BT-1 3--J WC 2"SH DR 2 wC -\SH 2" WIC 2"SH DR (TYP) -\SH �SH 3--J 2 ri w-2 DR YP) �SH T74- I 2" 2t- I 11 1 1,. \f-2- 1 2" 2-V 11 4" (TYP)3"-J 4" 61 -2717,;0�0 -4"I 1 4"-2 2nd LEVEL 2nd LEVEL 4"2" 2 j 2" 1 4..) 1L 1 2'74"2"2-41 2" 3 WASH MACH 0 1 4- 23�- I, 3 ------ �7 2�- T- -Ti; -I WASH MACH �s2 4"- 411 12T , 2 ,,4 co - - ---------k�2; e)" 2" 2" 3,-,r 2" ,$ ----7--------\�2; rj. 3" 22" 4"2p) 2"4 ---- ---------00 2 21* 2 j- L 3/ VUNIT I-- - T r 17F 2" L-1 L :YA VUNIT (TYP) T 2" L-1 2-1 30f --- L _r2" L2" L 0-4 L2" L 2 WC-1 DW BT-1 L2- W/D CHL 3--1 WC 2" 9T- 3t-1 4$* 2 w- 2" r-WC 1 3'-jW/D wCDW 2" I 2 21-12 I --I 2*# SH 1�771 ,-r2" SH 1 -2" SH2" 2" MAIN LEVEL F-=MAIN LI LEVEL I I 11 2" 4 4t.- -74-j- 2" 2 2" -74j' 2" 1\ :fr 4'1- 4 71 2- 2 2 4t-. L 4" 2" 2$* 4t- L 2'tri LO I 1 77 1 2- 2" Z.7- -- 2" 4�- I�T -6 FU �-2- 3" -6 FU 1 k2" J '0 \1 co 4 L 2" I -�, 2„ CO 4 L r 7-� L 2"—' 7� 7 FU - L L WASH MACH UNIT -4 2" 1 7 FU - WASH MACH UNIT -4" 2s -'r -T 1 2"--F -4" j- 2" 2" 200 -4" L -1 -71 j-2 4" "'1 4" L 31$- -3" 2 S IN 2" uw -7 FU DW W/D 6 FU - 4t- r- T2 2 L-1 -1 21-11 1 3- -3" 2 -11 sz) DW 2" 7 FU n W/D 6 FU- 4tv- r 2" 2 L-1 I 2" WC-1 2" BT-1 L 2 WC we 2" we Tr— ri 2" n lco e-j I cot 1 WC 1 r-2" BT-1 ell c 2 co cot DP WwP 2 "-21* CO WP SH co WP SH -2" COlf-I WP SH 2" LOWER LEVEL IL 1-7=1 LOWER LEVEL WP 2 WP ri 2" 2" 21$ L rl 3" 2" 2- 2" _r L - ---T— 4" 4" 2 2 4" :1 2" 2 2" I L- 2" L 2" vi-- L 3" 3" 1\ 4" S! - 1 /14" A" 4" 17 < 4,\ 4" Iz— -4" 2" 1\ 4"\ 2$� Y-- - ri z 4" 1\ 41# 2" rA n 1141* k13" L 4" \3" L 4"-J \,4" 3" - - -----K-- -- L 4- '- 4" 4" V 96 FU L 4 21 FU 4*# \1 4- \14" 4" \1 41' 21 FU 39 FU 4 79 FU PART SANITARY RISER DIAGRAM V 7, L2" 1 2" WASH MACH 2--1 UNIT (TYP) 2nd LEVEL 4*f 1 2"1 k I \11 3" -1 \13" 2 2" 4" 1 r 2" 2--J 2" I I— A" —I PART SANITARY RISER DIAGRAM Y \1 4" 114 FU 4" 4" 4" , 4-1 132 FU:J FOR CONTIN SEE SAN RISER DIAGRAM PART Y THIS DWG 92 T-- -4" 1 2" 20 �-2" 2" 311 4" it n ri WC-1 2" C-1 SH 4" \11211 �2- -c_-i - - 7;F - -4" L2- 2ft L-1 r -1 2+ I I m WC-1 _ I - 9" \1 4" 2" 2" 4" 2H 2"-" L 2nd LEVEL MAIN LEVEL LOWER LEVEL CHKD: P.M. P. A. PROJECT NO.-OO-000-00 w rl--3 00 C04 0, 0 z w 0 -1 < cn 0 z M:E < d Z cr- LL- z L-Lj M 0 0 w co L < Lij >- cr- L_Lj LL— b L.LJ Ltj M CD t 0 ROOF ROOF 30 j 74T 73* 7 ,73- ­737--= 7- 30 r __T r r __j r "j 171- r r 3- r r 4--1 4 L_ 2" 1-3" 1 2" 1 1 L_ 2" t-3" 2" 1 utvtTN{iMYAF�)N 2" WASH MACH 2!-lWASHMACH 2-1 -100 1 -11 k-4 2" 2" 2" 2'-'44" 1) 2" 2" UNIT (TYP) 2"J UNIT(TYP) 2 2" 2" 4" 1 SHOWER r I -y4" S S S 3z" 3" RECEPTOR 3" rL 1-2" 2" S 74 S 2"SH DR I— - W/D 3" 1 4 DW W/D W/D DW DW W/D I'l - (Typ) n 3" W/D DW 3n­ (TYP) 1 2" - 1 2" 1 SH wC_ F1 d*_2" 4r SH SH WC-1 rl WC-1 C_ I r—A.T SH /-1 0 -1 -2" 2nd LEVEL 0- -2- 2" r2l�l� _2" w w SH 14 w -2" 2 2-V I I L21- d*-2 1 2 2 AV 2" 2" r2" ;42" 1 1 r2 2nd LEVEL 2L- " I I I Z:7 2" 2 2 2- 7,_ r -7 4-- 2" lf­-�" �2" 4 2 2 " -1 Ly 3 2" 4 4 3�1 2 r 47 2 s�l Ll I � t 3" 3" 47 \I14- �12" 2" -- - - - - I�2" 2"SH DR 2" v r-.2 - - 0® WASH MACH 2 - 172`nL—j---77__L WASH MACH 2:7 r 3" 3ft- L UNIT (TYP) r= 3,!- r3" UNIT (TYP) 2t-r- - [--"j _r__l - - (TYP) 7:F ®_ -T - -L 1­-2" 1 1 — -T,2; — n*7__ F — 7,2; — — 1-71 L-1 2" 2" 3- 2 2" 2 L-1 L-1 2" 2" 4 1­2" 2 2" S 3/, W/D DW 3/4" S 3 1 2*0 DW 2" W/D W/D 3n­ 2!-4 S DW 2 W/D SHOWER rl W DW 2"-4 W/D n SH 't7 -2- 2" RECEPTOR 2- Fzq —1 ej (TYP) WC-1 #44-4, 2" rl WC-1 H SH cff __l Wc- �2 yjSH S MAIN LEVEL 2L- 1­-2" 2-1 1 1 X 1­_= r_vj_ it 2- 2" r MAIN LEVEL 2 -2" 2" 2!-_ 2t- 2" - - 11 11 r2" 14 Ep _n 41 2" 2" 2" -7� .-1 r J 2" 2 1% LIF, L — - 1) �7- I L "7 ? 3 2" 2 2" 4-- 2 4 2" 2" 2" 2- 4;; 3, 2" r 72",) - ti4 4 If L� ;E:�� --l" '1� I /� z 2-\ 2 _L _L_�nl 3" Ic Z. II 3" 3" \`12" 4"-/ 1 1 \I, 4" `," 5'" 9 1 7 :17 _1_\� ;f :r 7 2" 2" 4_�' 19 4" 2" 2" I�3" \Z-2 2" 2" F 2 2" 2.-T 2" F 28 FU 3 -12 FU 21 _j rl 2nl 28 FU cl- 2' 2 3fl- 3!-- r - - - r=j 4" -12 FU L - --rD 4- L -14 FU 3 -3" 2t-4 S L 2" 2" 2" 2" 240 -311 S 4 2" --Jl W/D DW /4 S 14 FU - DW 2" W/D W/D 14 FU - DW W/D 2" 4# 2" _4 29" 3fl- "t-1 wc I WC C WC -T CO Co Co I I Co 0 CO CO, CO I CO 14 DP SH co WP SH 2" -2- ;� -, I i WP If-s -it SH WP LOWER LEVEL LOWER LEVEL 2n VVP rl Wp 2t- 2"p 21- WP r VVp 2" 2"-. r_ll�= 2"1 -2" WP Fl= 2" . WPI 2"- r-2" r,= 3/4" DW _pW L12 4" 2" 2'L- 3" 3" 4" 4" A2 4" 1 12 FL 3" 2- 2" 3" 3" 4" A2' 4" _j 6 FU 3" L 2$! FU 18 FU 2" I L-L--.,, 18 FU _\ - I - 4" 4 3" 4" ,4" 3* L_rj -7- \,4" 4" \,4" \14" 4-l' 3" N, 4" 5" 6" \16 lz 6" 5" L 2" 3- 5" 5" 4" 6" 6" 288 FU 330 FU 21 FU 21 FU 372 FU 390 FU 12 FU 440 FU FOR CONTIN SEE SAN RISER FOR CONTIN SEE SAN RISER DIAGRAM PART V ON DWG P-16E 0 C DIAGRAM T Y THIS DWG FORCONTIN PAR --------- PART SANITARY RISER DIAGRAM 'L' NO SCALE p p rp*_IP �_p p -y-pP 80 81 84 85 1 4" 1 4" L4" ROOF ROOF r- I 4" 1 4" 2" 4" 4" - j_ ZY ry 7-- 7Z IZ- L 7:1 Z I l .ter_j- - - 73 3 3" 4--1 r-4- 2 4­1 2- 1 3" 2" 1 WASH MACH k 2" WASH MACH L"x- - - - T_ 4" L "sI 1­-2" 2" UNIT F r UNIT (TYP) 41 2" 2" 3,/" r-1-1 4" S H DR 2'�J rL L 2 rt. L ____ V4 S 3 4 74 L-3- rW/D DW 2"S 4" W/D DW r SH RECEPTOR — -\\SH I I SH I 2nd LEVEL 1 2" 2" 1 2 2t- -2" 2nd LEVEL 1 2 DW W/D c0a-2- 3 'TOR I r-3" I I __%j (k (p b�j WC 2"--4 -IT WC I-T t I I r2 2" 2" 2" 1 i - I r2" 2n -. 4� I 4 _j -4" L 4 ICO 1 2" 2 4", K3 - - - - - - - - - - - 73" ._. . _ ._ _ ._ ,e - } _. -� 4'* 3 2 2" 7 2 12- 72" 4" 4 4" 3!-F 4" 4" 4" - ----- \13 Wc L r- - - - - -747 - - - - - - r 4nJ - - - - - - - - - - - - 2" 2" 1-3" ACTIVITY M. TOIL 2" 2" 2 2" 2" =_47 _j 41!.-1 r - - - - - - - - - �L _F r _ - - - - - 7,_ \1 2" 1 SHOWMER 7 FU 2� 00 2 27 - - - - 3" 1 4" 4" 2" @ F_ Fr I F -1 2- 2--1 WASH MACH 2 RECEPTOR L _j -Tk 7, 2 4" 3"- LL" I '� 2- T_:l r UNIT (TYP) r _T r-2"S-1 2" 7:Fl f-2" 2" 2" - f-2 UR r I ­ _. ­.. ,y4d 4- 1- 2 2" r7L..L-1 L-1 2--4 S V' 1 4" 1 1 2" 1 2"-J L-2 HK 2 L-2 L-2 -3" !-4 S DW r-2- 2" DW 2" n W/D C�43-2- I cr-P- 2 W/o TR�SH r 4 -1 4t-j I WC-1 a_m 2'�-j rl WC-3 Swc 3 -IT 1 1­-2" r---,J VVC-3 Co SH SH r-3 [ I I Ll "-i MR 1 -2" 1 __\ 2"--1 0'.41 WP -2" _2" 3" 2" 2 4"FI) Ty? -2" 2 2" MAIN LEVEL MAIN LEVEL I r2�; r -1 1 FV, VVC_ _j 2" _j L 4" L 4- 2" 2" -2" 2" 2" '1- L2 4 r 2 2" 4 1-4 - "1 1 3" �T L 6 FU 2" 2" _j 2" 3" n Z I, --' " 4 ll� 2" 4 4" 4" 4" 4" \1 2" 4" \12" 2" 2" 04 4" \1 4" 74 ­4 ca 2" r "�4" - 4" _j 2!!- -4" 3 00, 4" COFFESP& 7 FU 4 3�3/n TEA DPRIV 7 FU - 7 FU -3" 4" 6 FU 39 FU - S F K,_2" -4 DININQ 1.-2 SEDIMENT INTERCEPTOR -14 FU 2 n­ 41 Sz DW I W/D 6 FU 4" -3 " 4 Co CO, 1-3 CO, Co Co Co CO, /4 �_ 2" CO, .it CO, OHI co CO Co IF-N IFN -It If-s 41 '.41 DP Wp WP DP WP! LOWER LEVEL LOWER LEVEL WP WP I Cowp 2n­ WP WP VVp WP 4"FS pp I r wp 2 2A I 4" 4" 4f 4"\ 2"1\ 21 -, 4" 3 3" 20 FU It 4" 4" lon 3 OF-- 1�� 4 4" 1580 FU lon IN 6" IN lu2139 FU 4 -I, 3 6 76- 6" 6" L4- L4- 4" 6" 6" 6" L 3" 6 440 FU 26 FU 486 FU 492 FU 533 FU 539 FU 552 FU I On ion \1110" nN FOR CONTIN SEE SAN RISER 2132 FU DIAGRAM PART 'L* THIS DWG PART qANIITAPY pic,,P-p nlArPANA )NA) —1-1.1 --- -1- -­- UVr\ %,VIVIIIII .�L M1.) V rum Cummi JCS. .`TAN MIZ)LM — RISER DIAGRAM PART 'N DIAGRAM PART 'S' ON DWG P-16G NO SCALE I I j P 3" x 4" INCREASER ROOF 4"-1 ROOF r4' k/-3" 00 1 " * I 2"SH DR SS 0) -1 L 3 2­ 1 SHOWER n wc RECEPTOR 53A I SH 4. 2nd LEVEL 2nd LEVEL 2" 772" �2" r 3" TO STACK P- 59 2" 1 r -- ON DWG P-16B 2" 1 1 14" 4" L.._.. �L Ly 4 . I 00 1 X z 2" 2" /' , , 2" I r--1 -1 ICE CREAM AREA 2" 3'1- ss S S s P r-_,-EWC I I I 2" 1 4" 59A 2n&- 1 1 1 MAIN LEVEL 3" 1 1 .'" 2" 2"-4 1 1 4"FS 4"FD 4"FD 2" MAIN LEVEL 1 1 e 3" Ll L -4" 2 1 4"FS 2 24"4 " -L..- � = -_ - -- - =Tl_ _t2 4" 4" 4" 2" 3n 4" 4f!- 4" 6 FU 6 FU 4 r4" -2" Co CO, Co IF-, ell CO, r4j Co OHI Co CO CO, LOWER LEVEL WPDP WP Wp WP WP DP DP LOWER LEVEL i On FOR CONTIN SEE PART RISER 4" -4" 1580 FU DIAGRAM 'M* ON THIS DWG 1563 FU 4 3" 2" 3S 100 L lo" loi of I On los '11\ s i KW— KWKW— KW KVV____i f 4" 4"tt FOR CONTIN SEE SAN RISER DIAGRAM PART 'S' ON DWG P-16G FOR CONTIN SEE PART SAN RISER DIAGRAM 'D' ON DWG P-16B PART SANITARY RISER DIAGRAM '0 FOR CONTIN ------ CON TIN SEE PART SAN RISER NO SCALE DIAGRAM 'E* ON DWG P-16B MINIMUM FIXTURE CONNECTION SCHEDULE FIXTURE SYMBOL SOIL OR WASTE WNT CON. COLD WATER HOT WATER WATER CLOSET -APT (FLOOR OUTLET TANK) WC-1 T 4* 2# 1/20 WATER CLOSET -PUBLIC (FLOOR OUTLET FLUSH VALVE) 0 WC 0 4* # 2 1 1/4* - URINAL IZ3 UR 2* 2' 3/4* - LAVATORY 0 LAV 1 1/2' 1 1/2' 1/2' 1/2* SINK m S 2* 1 1/2' 1 1/2. 1/2* SERVICE SINK � SS 3' 3/4' 3/4' MOP RECEPTOR F-1 MR 3' 2* 3/4" 3/4* BATHTUB L=j BT 1 1/2' 1 1/2' 1/2' 1/2' WASHING MACHINE & ELEC. DRYER W/D 2% 2* 1/2# 1/2% SHOWER SH 2# 22 1/2# 1/2" REFRIGERATOR F-1 REF - I - 1/2" ~~- NOT ; FIXTURES W/SYMBOL (IC) REFER TO HANDICAPPED TYPE NOTE 1. FOR FIXTURE CONNECTION SCHEDULE & NOTES REFER TO DWG P-16A 2. FOR VENTS THRU ROOF REFER TO FLOOR PLANS — ---------- T/S 10-10-01 T/S 09-04-01 T/S 08-16-01 T/S 08-09-01 T/S 03-14-01 CHK'D: P. M. P. A. PROJECT NO.:00-000-00 LAJ- � — — �z < wcr) C14 0 z t7i LAJ 0 _j t= LAJ M LLJ LAJ Wo Lim..CL ca < m Z C:t cl z OTrym < < LLJ >- LL_ ED cr_ _j ry Ll- _j L_Lj o Ldry-) fn v j I LLI Lj_j < < CD I _j cr- LJ 5; 0 z (n V) P16E ROOFROOF 747 --T 4 . 4r - - - - - - - - - - - - - - - - - - - - - j- r 4"F - - - - - - - - - - - - - - - - - - - Fj \1 4" 1 r- - -\Z-3;-- C 73" r \12" 2�---3" F 4"- NI 2 2" 2--1 2" 3"I r 2--1 2" K 00 1 lm 1 2-1 r L W/D 2" SHOWER F F RECEPTOR L 2" SHOWER F RECEPTOR L r)"SH K — �L 171 S 31A 3" T 4 2" rL L-1 I DW W/D 1 Ep_n -1 _F 3 - 4 21s 1 21 1 1 WC- 3- 1 1 S 3,/ It I 1 Z4 1 DW W/D I WC 3"-J WC 2" t"SH DR 4"- 1 SH _\SH 1 3- 2s* WC DR \ASH _\SH Q\L� 0, rl 1 \112% 2" BT-1 of rl BT-1 2nd LEVEL 2 2 1 ;� _t 1 -4*1 1 1 1 12;;= -4" -2" 1 1 2"- 1 1 -4" 2" = IPA 2" 2nd LEVEL 1 2" _L�' L 4 �-Z I'-3 4 1 2 4" 71 F�A� I F-;:-Q 2" 2" - - - - - - -­ - - ____rl J4' r 2" 2" 2 1 00 1 2" 4" r 7iz Z. .4 it 2"-Z\Z2 4 - 2" a --I 3"--f- F -121-1 or- CO - - - - - - - - - - - - - - 72;_ J_ 2' -7— Ico 4" 2" co - - - - - - - - 3t- - _r 2" L --rF -1 1­-3" L 1 WASH M ACH 1 I UNIT (TYP) Tw 4" 2" 2" -1 1 -4" 2" 2" 2" 2 L-1 3"- L 2 -1 2"-4 L 3 WASH MACH I UNIT (TYP) /w L 2" 31t- I L 2 W/D L -TF n L _TIF 1­1 -1 3,!.. L"tx, 14, 2" S 3/1. 2" I DW W/D 2 2 0 2%f 2" 3-!- 2 S /4 2" DW I I m W/D WC 7) 3--1 .1 2" WC -b- 3t-1 I I 2 WC 1 I t­2" 3--J fl WC-1 L2" BT-1 3--1 rl WC-1 2" P_�r 1 BT-1 MAIN LEVEL 12-- N SH -2" N 1 1 SH 1 1 1 2" 2" 1 211- or 2" 2" ol 2- 2" -1 H_1 2** 00, 2 MAIN LEVEL 2 4" 2 1 L N. 21�1� L L 4" L 71 4" 2" 4 4" 2" LI :�T 41!_ 2- V 2" LI 2" 0 2 -'ZT r-'-'- it k2" K_l� -1 4'1- 2" 7- Atco 4" 2" L - - - - - . . .... 4- 2"� 0, Co - - - -1 - L 4 L I,-1 -6 FU L2" 4 -6 FU L L L 2 4"--c =3 2 2" I W/D 2" 4. a 2" 4" L L J-2" -4*$ L 7 FU- 2 " :a 3"- -L 21 FU s 6 FU - -3" 2s* DW 2" W/D 2" 2" 1 -4** - _T - ��_ -1 2" L-1 6 FU - 4 2'$ 2" 1 2" L-1 1 757 -L 21-4 1A 2 S 3 -3$ DW W/D 2" 411- 2*1 4$1 2$1 WC 2" 1 I wC Co 21- s COo l 0 *-s WP I WC co SH -2" rl WP co WP WC co Co SH WP -2" WP 0-1 co Co WP 'CO WP WC-1 1­-2" BT-1 co co 11-s DP IAP 2" BT-1 co IF-% WP Co e-3 eil WP ICOWP LOWER LEVEL LOWER LEVEL WP WP 2t- 2"" C2�2= ot 411 L-1 4" 4 4" L�� 4 4" - 2 2*0 4" /4% :14J 4"\ 2,\ J4/ 4:- 4 2" 2" 2 1'- 2" k.L\,4,, 21 L-1 4" 41# N" 2" r 4" 4" 4f* 2" 'L 4rj 4 4" 2" 2/' 2" 2 2" 21! 2" 4" 4" 2" 41�/ /4"// 3" 2" zz_- 4 \ *% 3" 3" i�L L3 d-e Is 42 FU 3" /4 3" 4" 4" �L138 �-114 4" 4$* 44" 4$* 4S 4"N �l je� jr�Y K4" 74' 3" 4 IS 3" 4" %'4 �_139 3" 3" FU FU FU 78 FU FU q8 FOR CONTIN. SEE SAN RISER I R DOIAGReMot DIAGRAM PART -P" THIS DWG. 1 PART SANITARY RISER DIAGRAM '0' NO SCALE ROOF ROOF 4 4 4 T -47 4"7 �3 _T 7,:y r r -T-7-1— —17j7 r r 1 4--1 I L2" 2" 1 WASH MACH 3" 2" 2" 2" 4"-4 3" L 2" 2'Ll 3" 2 2" 1 L F 4"-4 L 2" 2--1 1 3/" 1 U IT (TYP) S rw 2--1 I S 1/4 21# SHOWER :.�N_ - RECEPTOR ri L L n Fi S W/D DW 3" DW W/D 3" DW 3" f-3" -1 WC l"SH DR f. WC d*- 2" 2 BT rl W 1 Li— BT WC &*-2" 2 rl WC BT I-S 3--J \SH (�� S -4" 1 H 2nd LEVEL SH 11 2t- IZ-_7 ;7�2"-1 1 1 1 r2��� 2"- 2" 1 IL7 2"- -2" 21l- 1 1 I 1 -2" 2 I - F-= 2nd LEVEL 2 L iay 2" Z�j iz 2-\ 3 2 L 7, oo 2V 2",' 4�/ 2" --V4" 2V 2'y IZ2' 2' 2-77 4 2" ol 4-f 2" 2" 12 27 r3" 3' L lco co 4*0 2" - - - - - - - - *0) F - -27 - j 4" 3" 2-T - 2' 2:v '-'J 4t- 1­- 3" 2" 2 -T 2" 1-2- rl L 3"-f- 1- 3/ 2" L L 21f 2 F 2" L L 2to 2 rp F 2" FL L - s W/D DW 31!- ­4 1 2t-4 S DW 2' W/D 1 rL 3$t . ..... 1 2" S I DW 3--1 1 WC _-ZA SHOWER 1j, wC 1 9- RECEPTORSH 2 BT rl WC t.-L— BT WC f12" 1 2 wc BT ) I ll� ) 1 r2" 2 SH MAIN LEVEL Z- 2' 2"- 2$*- 1 V2" ;­�27 2 2'- -2" 1 2"- 21- 0( -2" 1-2 MAIN LEVEL 2" t IT, 7 LL, - - -71 40) 2" 2" 1 2" 21# 1,­ �, I - 2 3 2 -3" L % 2 4" 2" 0j 0� 4"7' 1- _"=4- 1 0" 2"ll 11 3" J__V=7-14 FU2" 4 1-2" -L '4" L 22V 7O - - 2, 4" IJ 7' 7 _4" "T — -1 2 4 31 -Z" 7F , -8 FU I r-2 -4 2 L 1-2" 4" 2" 2" DR T, z 2" L z L 2" 4t- 2" 2 L 2 _ J BT W/D DW 14 FU - __j 2" DW 2" W/D 2 DW 3" S L rl -----.Jl 2" 2" WC WC wep I COI, SH 21l.- 1--i ST BT �.col rl,,=W=.c 1 1�3;? I I Co 2-- WP Ifn Co n ILY OHI WP 21- I CO Co WP IF.% co 'HI WP 2" 21!- 1 - I co co CO0 WP IP I "s Co SH �' WP LOWER LEVEL LOWER LEVEL WP WP 2"-1 I I I 2"IEW 2t- -ft - - I_2 2" -4"1 2' L -4" 2" 4 F 4" L _4 Z_L Ij 2" _1 § 4" 2" 2" 3S 3" 2$0 3" 3 3" 2" 2" 1\ 4" 4- -4" L -2" 4" 4' - :j In 2 2" 4" n — If 3 N 3" 2" 4"\ 4S ,4 2- 117 1 /4" &4 lr_ 1 ,A XA 4$1 41 4" /_ I 4" _75 Is ----------------- ft 7, 1-- 3" I@ 5" 4"J 273 FU 5" 4"J 4" 2,37 FU 4"J 4 5 31, 5" 3" 2" 5" 3" 3" 187 FLI 166 FU 156 FU FOR CONTIN. SEE SAN RISER 138 FU "0" THIS D DIAGRAM PART THIS DWG. �wc- FOR CONTIN, SEE SAN RISER DIAGRAM PART "0" THIS DWG. PART SANITARY RISER DIAGRAM 'P' NOTES: NO SCALE 1, FOR FIXTURE CONNECTION SCHEDULE & NOTES RFFFR TO OWC, L2.'FOR VENTS P-16A THRU ROOF REFER TO FLOOR PLANS p P ROOF ROOF 7[- 4" U 7F -3 7,7 -3 -7j7 r r 3- r -77,7­1 r _j- 3- r r -j 7F -j -1� -3. 7:3 -7 _K� _3' r r 00 I 31' 2 �3" 2"_1 2" 2 1-2" 2" 1 -I 2" 1-3" 1 L 2--1 2 -_j I 2" 1 L WASH MACH U I T (TYP) -_j 2 I I 2' 2--1 20* WASH MACH U IT (TYP) I Z_ L I I S 4/4 " DW W/D 3 r2" 3"-1 4" C=:j 21$ W/D S DW W/D W/D DW 44 S Y2 4A/ W/D 2" WC 2"SH DR ! 1 1 2" 2!-. SH Ti— wc-117 SH-1 2 " I N2" 2 -2" SH-1 -2" 2 d- 2 2" 2nd LEVEL 2nd LEVEL 1$ 1-2 r= 2" 34, L — __Tl --i 3" 2 I 2" 2" r- 72�_ _[::�4 ta� L 74""`i� t�=C2 :I "s, 3"N 2" 2" 2"\ 2 49t4" 2" 2 3$$ 000� 391 00 4" Go 3'1- \,2" �12" 4 L DR 2"-4 WASH MACH. 2"SH 1 - L-3" 2 72r-5- 2;7 r7:"-T 3,,- 2 r 3" 2" 2,-r 311- r- Sp SHOWER 2" 21!- L RECEPTOR UNIT (TYP) 1- 1 L 3 1 2 /4 1 ", S 271 2 L-1 2" 2"-4 3---j -4" L2" 2'- L-1 1­-4 S 3�- -�A ­4 1 2'�-­l S S m -4 1 2"--1 S 2" 2" WC 3'1- DW W/D 2-N r 1 WC - C 1 W/D DW DW 2" W/D W/D � DW DW ) i W/D MAIN LEVEL 2 "- SH 2" 2t- SH-I 2 2-1 1 11 SH- 2" r2 2t- 2'�- 2'1- 2" 1 2" 2"-_ MAIN LEVEL 2" L 2" 2- 1\ 2" 2"4" 42" L 2" 2" 3" 2" 1 2 3" 2 0 'co -4 �2" L Z- 20* L 1 1 211 4" 20SH DR -1 1' 7 , " Z '" ­V�__ - ---I, 2" L 3" r— —T = — 7 — -1 \2 2" 2,-r- 2fl --I— 72: 14 FU — — — -1 2� r- 2" F - 2- -71 _r T_ — — -j \2" — —I— E—.— T— 2 727 -14 FU _1 _1 L 21,1# 2" 2" 3j)- 3 -3" 2 S 1A " DW W/D ey"4t- L 2" 2"� 2" 4" 2"--4 2 - L 2# $ rL_ 1 1 3"- 3/4 S 1 W,/b_ DW 14 FU- 3" 2"--4 S 3/4 DW 2" 1 S 1 W/D W/D DW 3 14 FU 1 3" 21-A S DW 2" 1 W/D Co WC 2"SH DR CO SH IF-, -It CO 2"SH DR WC WC 11 1 CO{f _LJ WC co _2" 2"SH DR SH CO, IF-, WP lco WP 2- I Co IF-, WP rii co WP 2 LOWER LEVEL LOWER LEVEL WP 2 WP WP COWP -2" 5:E7 I WP WP 2 2-- 4" 2$* "Tl- 71� 3S 2--A 3" 2 3" 3S 3" 2" 2'- - ----- —7, 41 AlT2� 2" 2 2" 1\ 2 3 4" 4S 3" 3" 2 2" 1\ 2$� 2 4" 4 \2 4" 3" 4S 4"� Lj -7 1,3 no 6" 7 6" \�432 6*t 76' 6#1 \�414 \�393 \1 6*t 5' L4" 5" L4" LY 5" L4" Ly 5" LY \-4- 5" 5" \1 5" 315 FU 7 5' 3„ 75 5$* 273 FU FU FU FU FOR CONTIN, SEE SAN RISER "P" FOR CONTIN. SEE PART SANITARY RISER DIAGRAM 'R' ON DWG P-16G. PART SANITARY RISER DIAGRAM DIAGRAM PART THIS DWG. NO SCALE T/S 10-10-01 T/S 09-04-01 T/S 08-16-01 T/S 08-09-01 T/S 03-14-01 CHK'D: LE P. M. P. A. PROJECT No.:00-000-00 Ham" 00 0 F- Cr) CINI 0 a P P �2 2 ROOF ROOF --------------- 4 4 - ---------- --- r- 7,7 T 4t- r-4 I L2" 2-i 1 2" F 4" L2' 2" r_3# 1 I -I 2 2" 1 r 3 21) 2-i 3" 1100 1 r 4" I - L 2--i 1 i f K -4" L i " i K S 3/1 "4 - -1.1 L R 3t-I R_ Li;�J WC e__j 2"SH DR W/D P n �Ti 3'-'J I R_Z_ - s DW 1 3" 2 WC 2"SH DR W/D 3" 4 DW DWI W/D 3" 2 WC 2"SH DR 2' SH SH 2", 2 SH 2nd LEVEL 2�- 2�- 2L- 2t- 2" 2nd LEVEL 4 LL ry 4" 2 -1 `,_% 2" �s 2' _3" 2" L%t _4" 2 2 3 4, 2" L =7 4t- F-3" 2 00 4 \12" k2" CO J7,77 7 4" 72" 3t- 2"•k, 2L4 WASH MACH L 3$$ 2"-4 L-3- WASH MACH 2" CO ^01) 2 �- 2 2" 2t 2,-r 1-2" _j= r-J L 2 L F - -2-7 1 I 2"-J UNIT (TYP) rw L I UNIT (TYP) rw 2" 2" rL_L -3- W/D q=4 2" -I k" S DW W/D DW _� S 2*1 R_ L 2" �l /3/4' ar 3" 2 s -4 2" 1­-2 DW 3" W/D S 3 2"1 S 14 1 Dw W/D 2" 2" 3t- 2!H WC 141 SH SHOWER M wc -4" 1 1 1 RECEPTOR I (p I I � N2- Ee I WC SHOWER WC_ I fj III 2t- SH RECEPTOR SH 2 2 1 2 3 I e-s 2"- 31 1 2 rl WC SHOWER 2"- SH RECEPTOR MAIN LEVEL MAIN LEVEL r-2" 2L- Fl= 2" -2 _IJ3 r-2 (TYP) If I 1 2 2 (TYP) IL 2 1 2" 1 2" 1 "*'Ti 2" 1 L Lb I 2" 2" 2 4" 2S T14 -1 P r 2 __�l 1� 2 L 4 2 27 " 2 3- 3-1 e Co 4" 2" \,2" 3" -4"1 Z_lkl� L 3 2" _'���2" \,2" Co 2 4" L - - - - --- 1 2" L - - - - -- 4t- CO r -44 r 7:�- L-2A 1 3t- a- 2" L 2 r 2 4�- L 2L 3�-7F I/A 4'1-R L L-2 4't- 2* 1 2t UR 2" 2f$ :.4 n=- A qi Li 2" I. 2" 3" 2 s V4 DW W/D f4 DW -Y 2 S DW W/D 2 2`1 2" --TI co WC-3 1 wc Col CO 1 WC 2'*SH DR CO co CO co if--, e4i SH 1, CO CO WC /- 2"SH DR CO I SH WP 4­, 0-41 1 LOWER LEVEL yip WP 1 2!-- WQL_� WP 2t- COWP Wp WPI WP WP I CPO WP r= lCOt4p WP WP I COWP Fl= LOWER LEVEL 5 FU 2" -2" 4" 4' rr -4 -_ - 7 z 4" 2„ 2,;2 2" 4 L 2- 1 2" 2" 2 21� 2"j 2 4" L n 2" 2" 4" .: 4 �L-y 2" -14-"--N\ 4" 4" 4" 3" 4" 4 4 �- 4" 4" 2" 2n 2" 2" L 14'�\ 4" 4" 4" 4" 6" 558 FU 6- 6- 537 FU 530 FU Z_ 6" 6" �16" \�498 FU \�471 FU 450FU 7 4632 FU FOR CONTIN SEE BEL THIS DWG PART SANITARY RISER DIAGRAM "R" FOR CONTIN, SEE SAN RISER DIAGRAM ON DWG. P-16C NO SCALE ROOF ROOF 00 in 2nd LEVEL 2nd LEVEL ao 4" FAI 5 FAI 414 MAIN LEVEL 5" MAIN LEVEL EXTEND MOUSETRAP HANDHOLES FOR CONTIN. SEE PART SAN 7r- FLUSH w/BOTT OF PIT RISER DIAGRAM 'R' THIS DWG. -j— CONC HOUSE TRAP PIT w/FRAME & COVER BY G.0 SECT TERMINATE 5'-0" BEYOND THE FOUNDATION WALL FOR EXTENSION BY SITE ENGINEER LOWER LEVEL CO CO DP DP co CO DP DP 1— 5" LOWER LEVEL 5 FU 558 FU S 6" 4" _1 2702 FU 17 10" SANITARY HOUSE SEWER FU 10. 100 SAN 0 lo" 4" 3 FL 2139 FU KIT W FOR Co OR CONTIN. SEE SAN RISER �4' 10 KIT W— 1/8" PPF MIN. 2,702 6" KIT WASTE HOUSE SEWER SAN 10" lo" loss DIAGRAM ON DWG, P-16E DIAGRAM KIT W 4 4" 76' —KIT W NOTES: FOR CONTIN. SEE PART SAN 0 Co 1, FOR FIXTURE CONNECTION SCHEDULE & NOTES RISER DIAGRAM 'N' ON DWG P-1]6E REFER TO DWG P-16A PART SANITARY RISER DIAGRAM 'IS" 2. FOR VENTS THRU ROOF REFER TO FLOOR PLANS NO SCALE T/S 11-02-01 T/S 10-10-01 T/S 09-04-01 T/S 08-16-01 T/S 08-09-01 T/S 03-14-01 CHK' P. M, P. A. PROJECT NO.* uj < tz 4!z t1l 00 0) z tz 0 65 V) IN _j 0 u.j OE z C3 z cl_ (f) ,5 < < LL_ cr� LW < __j z L.Lj M C) 0 ry (n < Ld >- cr_ CK L.Lj 0 L.Li M < LLJ 0 z 0 L LL_ cn< -Lj z 1— 0 ly- cl- V) P16G FOR CONTIN OF PIPING TO HW HTR. SEE DET ON DWG P-8A 4" HOLBY MIXING VALVE HW HORIZ STOR TANK, CAP 1040 GAL's CEMENT LINED & INSULATED. SIZE 54"DIA x 123"L °I DUPLEX GAS HW HTR's. HEAT 3200 GPH/EA, ids 40' TO 140' (100' RISE) 3000 CFH/EA, 26- DIA FLUE, TELEDYNE LAARS MODEL PW 3050, SIZE 54"W x 1031 26" DIA FLUE EXTENDED BY H&V SECT 1 st. FL. DUPLEX H&V EXPANS TANKS 6" 6" s 6" • s._. » 6" 2t! 6 APPROVED CW RPZ BFP f o FOR APPROVED LSTRANERSEE DWG. P-1A 3" 3" CURB VALVE IN C.I. BOX 1 6" WATER SERVICE n 6" . P, � Ts 6� 6 Lower EXIST 16 SITE WATER MAIN C 67 PSI ST PRESS. , <, „• 1 , i 6.. 3"CW P.O FOR IRRIG SECT-- f w/ 5"'x8PFP HUB DR. 880V. ---� 3/a" NON —FREEZE I _ _-_- WALL HYDRANT [_ EXTEND 5'-0" BEYOND FOUNDATION WALL 2"CW RPZ BACKFLOW PREVENTER FOR EXTENSION BY SITE ENGINEER FEBCO MODEL 860 SPILL DRAIN TO FD CWAPPROVED METER ASSEMBLIES 2"CW P.0 w/PRV SEE DET ON DWG P-8B & P--1 A METER SUPPORT WATER RISER DIAGRAM ---- PART I P 18 P 2 P 9 P Q5) P 6 P 2 15 74 73 14 ? 15 79 14 72 15 71 14 70 14 FOR CONTINUATION `"TT�` SEE RISER DIAGRAM " 11 11'�w 1 ' V4N 1% i ' �/4" 11/ 1 11f» 1» 1,�„ 11�w 1�fan 1" 2 2w 11,E" PART II THIS DWG ih" /„ 3/H 3/" 3a" » 1 " / ;` 3 2" 1 q��" 11ft" w 1 13 „ �„ 14 74» 3ln,I'hw.nl,hss �1 »» ��,+.„ •j/,a .,("' 7.`" ';�ro 3 » » .. „ » 9�4a . e . yej w 7a. . . pww 17 1 3" - 3 11 ++ 1 h&i... 1 m•#6-F3-,•®° 21 w 2 1 a 6'" C 3- 2" I 1,f,t , 6, _3» 1� • e---•-.^--- �i w 6„ 3„ �t w -a • 6, 3„ • 11 w r 11 „ » • 1i » 1 _Ti 40' . 140 ._ .. 140` _ 140° • 14O' .. --140 . . e • • 140` --------' e .. „ 140' „`a I s�•- „ 14Q�• .. _ „ 144p� = ♦ e . 140 1 I ♦ .� 140 1 1 » - 3 ,3 • 2' 1 w 21� Z%-L-2 2n ,�`4"' 2 2h 3 °_ 3/" 1, w 1 01LW— p p� V •'.'e _.. "►w 11 " „.» ( >, xj» 4,�n H� T — , » 3 „ a]F1N » R Q1EE 3- - 3„ q� a I 4 �y� t L" 2 >• L—_ LUNGE » 1 "i14 V+C UR/»/a» I" N 11 a EWC L 1" 1h"$}{-1A SN-1A LT M.R. 2 11fi h SS N. ° SSA " °11 w11­1+. °» • ' s/ 3/4 O iLi 74 3/4"HB f� I 1A --- — - - lA"Ll'A" 1 W TO COOLING 3/4nNONFREEZE 3/4w COMB H& W 3/4" COMB H&CW Y�¢ TOWERS WALL HYDRANT H.B w/VAC BRKR H.B w/VAC BRKR BLDG HWC 130'F PUMP 3/4" CW HB BLDG HWC 140`F PUMP w/VAC BRKR 11h" RPZ BACLFLOW PREVENTER FEBCO 260 P 3/4"DRAIN w/HOSE END 11h" WATER METER ASSEMBLY 53 Roof 3/4n HB 3/4" NONFREEZE WALL HYDRANT AC AC -44 MR 2nd. FL. q,4 to FOR CONTINUATION SEE RISER DIAGRAM SEE RISER DIAGRAM PART III PART I 1 ao i� P 20 P 19 P 12 P 12 P 13 P 17 P 1� P 2 P 2 P 2 P 20 P 14 P 11 P 2 (1)/22 (kl 3 P 17 P 22 P 1 P 20 P 20 68A 15 69 15 68 14 66 14 67 15 65 15 61 15 64 14 60 14 63 14 58 15 62 15 57 15 56 14 15 14 54 15 55A 15 52 14 49 15 48 15 1�n 1„ 2" 1 „ 1 „ 1 „ 2„ 11„ 11,n 1N ,N 1w 11„ 11»'ff 1,AN 11" 1w 2" 1t" 11 a" „ 11,�' 1'A 1n /„ 14 % 11,E 11/a N 1 �: P :' 1 ' 1 1 1 ' ' EXPAN ' 1' `�-" -'i-b' 11hn 1 < 1,, " 1 11h" 1 +T 11h" „ p EXPAND 1�J` FL. 3/"" �/"1 ""1 „"t4 'V4" °, ''!1 "�", H„1 „ 3/"„/a" „ 7Ps" LOOP 3»"/„H 3/„ 3/ 1hn/"„ 2» a N a,„ 1 h LOOP (?YP) l h a, i, a» _ 1 1 h 1 1 N 3" " w " 3" 3" 3" 3n 3" 3n 2n 2n 2n 2n 2" 6 3 3j,> 6n 6» „ 6" 6 6 666 3 6„ „ -( ,t „ 4w 4" 4 4w 4" SA Nam• .'' ®° „ „ „ „ ,i > .. n „ 1 .._ ... 3 H N 2 1 4 )! - 1 �h„ - - 11 11h " 1 h 2 _ " 2 11h .. 1" . 1„ 3� 1 1 3! '' 1 e , �.�.. 140' - 140° 1h ..-140` f 140• a - „ • 140° .. 140° , 14O` _ 140° .. . , . 14 • _ 140° ... 1404 - 140 21hN �N -- 21h„ 140 2h„- - 14D 3/4„ 140 ryn - 140 2 0 2w _ • - / n`\ H KITCHEN � 14O° 140 SA H. � ...� „ 4 a a WC MP Y " ,; HAND 3 n n ,3/" /4" 3/H ` 1 w _ 11>�„ " " s LOUNGE 4n n 3f 3yf N SINK , 11,E �" 1, w a 3jH 1 AL UNDRY a/N ,...' S 3�" 5 2 2N L-2A L-2A L-2A L-2A; WC-2 LIR WC-2 S < 3/H S L-2A • ° WC ^3 KS S -2A . WC-3 KS S S S RM. „ LOUNGE 5 a 1 nW- 1 1 L T L .3 L Lower FL. [� �Y/ 3 )4"fS/4"HR aN 11�w f�,H -F>9. ," 1,NTnNH a" 1 1'H 1 a,! aH �H 4H w/VAC BRKR w/VAC BRKR 3/4 HB FOR CONTINUATION HAND SINK SEE RISER DIAGRAM \�1h" MIXING VA (CP) PAR? It ON DWG P` 18 WATER RISER DIAGRAM PART II LAMER GENES 9700CP NO SCALE 1 st. FL. Lower FL. 2nd. FL. 00 I 1 st. FL. FOR CONTINUATION SEE RISER DIAGRAM PART It THIS DWG 20 2A f 7A 1 A P 10 10)/lA i A Ate% A ,a � Arev> / fi A �,a x---7 4 A A A 4 A n 1 '� }'' `� 1 1 " t `1 " I' 1 1 4 1-3/4. "� EXPAN + Nw "461h„ 2), filhn LOOP (TYP) w 2w24P„ {'�[N 2NN 14h It 1� 4 4 4" 4 4„ 1.1hn 7$.%a " " " -1,h„ 3" 11h» " 2" 11 n 11h" 4 • 34" " a l 43/ s� rUri 11hN 11 „ 2N h 11i9 1h„",hN 3/"r e • ...- BARBER/BEAUTY 3/" WC-3 . L-2A S V4" S.• S S WATER RISER DIAGRAM - PART III NO SCALE P 9 27 15 / 4 •1 IY..'" 11�" 4 21Z" 21h,e iii 9 2" 1" 1" 1 14 ,. 3/1 l l_ 11111111=9 ROM! FOR CONTINUATION SEE RISER DIAGRAM PART III WATER RISER DIAGRAM- DART Ill ►��[wen��1 f A) 6 P 15 P 13 11h" s• • • I i F� ea 11hw �,1 11f N t1t e . 3 +� 1h 1 n •. 4" , . e . 11,�" • 3j N �-� • 11�.N L-2A • 5A WC-3 . ' a t a` r ��aa I�R1i1♦ I�M���. is ate r r l IA A7 14 v; 7 11 is EXPAN IT /4" *P � a, M. � is �- � ° � ■ ' a � � r a r r a WATER 1. INSTALLATION SHALL BR INSTALLED IN STRICT CONFORMITY WITH ALL REQUIREMENTS OF THE NEW YORK STATE PLUMBING CODE AND ALL PERTINENT REFERENCE STANDARDS GOVERNING WATER WORK INCLUDING M HEALTH■ A r 2. WATER INSTALLATION SHALL BE STRICT ACCORDANCE THE LOCAL AUTHORITIES REQUIREMENTS INCLUDING THE .. INSTALLATION AND r SERVICE ASSEMBLIES. 3. ALL WATER SUPPLIES SHALL it r THE ■SUPPLY OR SHALL t•. PROVIDED APPROVED i:-. VACUUM BREAKERS INCLUDING ALL WATER VALVES, ".: CONNECTIONS. i t ALL WATER PIPING SHALL BE PRODUCE VELOCITIES NOT IN EXCESS OF M FEET ■ r SECOND AND SHALL HAVE A MINIMUM OF 15 P. AT EVERY FUNLESS IXTUREOTHERWISE REQUIRED. 5. EXPANSION PS AND ANCHORS SHALL BE PROVIDED FOR EXPANSION I A RAND HOT RECIRCULATING 6. ALL CONNECTIONS TO TO EQUIPMENTDISSIMILAR MATERIAL UNIONS.SHALL BE PROVIDED WITH DIELECTRIC 7. PROVIDE R VALVES ALL BRANCH EACH FIXTURE .:TIE 1 EQUIPMENT i BRANCH FROMAND FROM RISERS. ALL RISERS rS AND D MAINS SHALL PROVIDED VALVES. 8. WHERE BRANCH SUPPLIES ARE TRAPPED, AT LOW POINTS, AND WHERE BRANCH OR MAINS SUPPLY FIXTURES OR EQUIPMENT ARE LOCATED HIGHER THAN SUPPLY MAIN, PROVIDE DRAIN BIBBS ON 9. PRESSURE ri REDUCING VALVES SHALL PROVIDED i/ DIE (] ALL WATER LINES WHERE t THE PRESSURE 10. ALL VALVES, SHABSORBERS, EXPANSION LOOPS AND OTHER ITEMS CONCEALED SHALL BE PROVIDED WITH ACCESS DOORS FOR ACCESSIBILITY FOR SAME. 11. FOR ALL EQUIPMENT AND FIXTURES FURNISHED BY OTHERS, THIS CONTRACTOR SHALL VERIFY EXACT LOCATION AND PIPE SIZES PRIOR TO FABRICATION OR INSTALLATION OF SAME. 12. ALL ATIER BRANCHES SHALL BE OFFSET SUFFICIENTLY TO CLEAR ALL RECESSED CABINETS AND EQUIPMENT LOCATED PARTITIONS ALL PLUMBING FIXTURES 1COMPLY TO LOCAL WATER COMPANY. LOCAL14. BACKFLOW PREVENTION INSTALLATION SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE BUREAU OF CONNECTION CONTROL. 15. WATER METER INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE 1 ■ ■ 1 f■ WATER RISERS, i BRANCH i, PIPES ,■ AND MAINS RISER DIAGRAM, REFER TO FLOOR PLANS. 17. ANY RISER BRANCH MAIN NOT WITH A PIPE SIZE SHALL SIMILAR TO OTHER RISERS i SIMILARFIXTURES. NQTE 1. FOR CONTINUATION OF y '+ TO UNIT RISER DIAGRAMSI ON DWG P-14 & P-15, INCLUDING ADDITIONAL PART. RISER DIAGRAMS P-16A & FLOOR PLANS. REFERS AND THE(D HEXAGON TOP NUMBER REFERS r TO DETAIL • • • II< THE BOTTOMNUMBER r • TO THE DWG NUMBER. 11h»�•4" RELATED1. REFER TO THE UNIT PLUMBING FLOOR PLAN PIPING DETAILS FOR EXACT PIPING TURES MAY BE OPPOSITE HAND OR,; SIMILAR, INCLUDING ALL PIPING. 2. THE •A• RISER DIAGRAM y a.y. DETAILS ARE BASICALLY i....l ALL KITCHEN AND BATH UNITS WITH MINOR MODIFICATIONS AS Os MAY BE PROVIDED IN LIEU OF A BATHTUB AND VICE —VERSA TOILET3. EACH KITCHEN & GROUP • CW BRANCH SUPPLYING THE FIXTURES SHALL BE PROVIDED WITH A CONTROL VALVE FOR EACH APARTMENT IN HUNG CLG. WITH ACCESS DOOR. MINIMUM FIXTURE CONNECTION SCHEDULE FIXTURE SYMBOL SOIL OR WASTE VENT CONK. COLD WATER HOT WATER WATER CLOSET -APT (FLOOR OUTLET TANK) MSC-1 �,� 4" 2" 1/2' - WATER OOSET-PUBLIC (fta OUTLET FLUSH VALVE} �. V 2 f 1/4' - URINAL UR 2" 20 3/4" - LAVATORY ® LAV 1 1/2" 1 1/2" 1/2" 1/f SINK ❑ S 2" 11/2" 1/2" 1/2" SERVICE SINK [-] SS 3" 2" 3/4" 3/4" LAUNDRY TRAY ❑ LT 2" 2" 1/2" MOP RECEPTOR MR 3" 2" 3/4" 3/4" BATHTUB BT 1 1/2" 1 1/2' 1/2' 1/2" WASHING MACHINE do ELEC. DRYER oo W/D 2" 2" 1/2" 1/2" SHOWER ED sH 2" 2" 1/211 1/2° REFRIGERATOR REF -- -- 1/2" NZ: FIXTURES W/SYMBOL. (HC) REFER TO HANDICAPPED TYPE T/S 10-10-01 T/S 09-24-01 T/S 09-04-01 T/S 08-16-01 T/S 08-09-01 T/S 03-14-01 j LU 0 '9 _'4 Qn Y/�' .���M1 .�.i. 1 CV z (ium Nv: CMK'D; _ P.M. , P. A. . PROJECT NO.:00--00 -00 <t n. 4z Q e-cm V± Uj V' E :6 e yJ V Ui C.? z M v C� z ca iLi .�.-7 z ......1 L-.L._! �i �} - o l r O f� LL m Q W L.- .W_1 0 Q L.LJ < < ry jtjt W Z 0 P17' 00 1 st. FL♦ Lower FL. FOR CONTINUATION SEE RISER DIAGRAM PART II THIS DWG P 12 P 4 P 16 16 i5 19 14 14 15 1 i4" 444 4" _ 3/" 44 1" t�1 11,/ 11�"' 2 " 2 3f» :44» 7 3/4"NONFREEZE--J WALL HYDRANT WATER RISER DIAGRAM -- DART I NO SCALE P 86 3rd. FL♦ 1 st. FL. Lower FL. 1 st. FL. BACK TO BACK BATHROOM P 16 P P °i` 89 15 $6A $$ 11h„ 1" ri %" 11 " a{t�� 4f91'h" 1'H 4" - L. Q 1;, 11h>; EXPAN LOOP (TYP) FOR CONTINUATION SEE RISER DIAGRAM PART III THIS DWG P 8 15 14 IT 11�" 11�N 11�» 3" ♦ ♦ 3/ 3✓" 3/» 2" 2" . Sw 11h" 1" 3" -7 11�; P 8 P 8 12 14 11 i4 7 11fi" 11�» 3"Y ♦♦ m,» 11f " 3" to -Ni- 3/4» 2» 2n � H 2„ 2„ IT 1" 3/4 to 1" 1 1/4" "" .. 11 to 2H ')n EXPAN LOOP (TYP) TM �... 2%" �l ��■rr��#11#Irllr �r� wn MOW IT to IT to 1, mulmilkiremm mammam " i P p P 82 80 21 AC J�( AC C AC AC AC (-AC AC AC 1/J3 H 3» f, • • ♦ " �44 3`" » 1»1``» ��» 1f y 4 2 TM BT i�„ „ BT ♦ 1f" ��" �t9 ♦ITT" N 3`» 1» e '/„ t/„ 1/2» BT 1� �» 9H 11,E 1" 1u3/4 „ 1�se /2 WC L /2 1/2" WC L Ref WM + r DW „ S 1 DW 1 N S Ref L WC DW 1h" S { WM ( (� 1� " ' 1'f " Li 3/H P T P T P 3/ H 4 P P R_A i_H V 1 1 g 1„ f" 3/„ 85 83 84 „ P PRiVAT ° " " AC AC 3/4"COMB ! 54A 3/4 H.B 1 11�H » 11, BT , » AC (:W H.B AC AC 1 P AC i RAM A1VAA BRKR iNIN AC AG 1Bf 3/•° ♦ 3/4" P 7A 1'" 7A P 4 " " " " �; "`1 �" C 81 4 PARLOR AC AC A_ Y Y H�KT . , 23 14 18 141%„ 1�" 1" 3/"19 3/" 3r» 1 ,f ®}fl{ 1„ 1 q 1 t' L WC 1 WC , WC L-2 1 S U" WM 1i 1 1" S S S S WC-3 UR ; , L UR MR L L WM r S 3jN� 11 " `�" "' 1f " ; (C«.t3 Red L " » '4N ff 3f» ;e„ 3/H1�" • 1 :•• ." " l•y + " 1" EXPAN 4 3/ n 44 /4 /4 4 " ,} Bf 3r H 1 „ „" 4f, " H 4" 1 3/4 1 11» 4„ 1 n 4 1 „ LO£1P TYP 1,�" 11" 11„ 11j" 1„ 4 4 4 13 4 tr ,r _A 99 » N 11hn 1%n 11�„ _ _ _ ♦ 2 2 2 4 2 2 erase - 1-3- 1N 3 11 3�" 4" ` ♦♦♦ 3 1 • 3 " 3 fH . •3,, ♦ `.e. ', 11h" 3/" 11�„" 4 1„ 11h„'" 1" 3„ 1„ 11 fr" 1., 1 tfi" 1" 1'," » H 't " 1 ♦ .. *, 11 H N 3 4 3 1 3 °"---14 /" 140 5 4& 1 1 4 1 `� 1" 4 4 4 4 4 4" 4" a 4" 444 ♦ ♦ O 140' ♦ "• 140' «re 4 2" 12E• 3/" ♦ 1" '�". • ♦. N ♦°♦ a . •♦ [j 11""" 11f H 8H 11,n 11,n 11H S 4 N 4f PRI / DINING 4 1 " Af H 3l , 3/ 4 3jN 5 2 5 2 TEA & ' �--ti. S : 2 5 2 L— LA UR WC WC L—A L--2A f» 1l„ S1 WC 4H [DW S 1 4, 4e, COFFEE 1 A % 1h" DISP 3/ N 3/» 140' (t((j 3/4"NONFREEZE �----------HH WALL HYDRANT FOR CONTINUATION SEE RISER DIAGRAM PART II ON DWG P— WATER RISER DIAGRAM - PART i► NO SCALE � `^ PROVIDE PRESSURE GAUGES & THERMOMETERS FOR CW, HW, HWC PIPING FOR FUTURE MAINTENANCE. 00 1 1-p��—i 21I�2%� 12 P 12f 12 \ 2'1j Ia tUL ! C V 7T 11/ " r.a rarrt!!ie II c oil Bin man w- " ��uuwl�lr�,■ i uullll "A 1 A WATER RISER DIAGRAM - PART III No SCALE 3/ I---�---1 8 \ `a1' Cl / \L4 `� H 11f 3/4 ro » 2X" 3� „ w3i . _.. . ♦ 2 1% 1,� 2 ♦. ,. H if 11"`— 2 11,�" LOOPN(TYP) -" Lam* III�I.� s ram` xea�e WATER NOTES 1. INSTALLATION SHALL BR INSTALLED IN STRICT CONFORMITY WITH ALL REQUIREMENTS OF THE NEW YORK STATE PLUMBING. CODE AND ALL PERTINENT REFERENCE STANDARDS GOVERNING WATER WORK INCLUDING WESTCHESTER HEALTH DEPARTMENT. 2. WATER INSTALLATION SHALL: BE IN STRICT ACCORDANCE WITH THE LOCAL AUTHORITIES REQUIREMENTS INCLUDING THE RPZ INSTALLATION AND FIRE SERVICE ASSEMBLIES. 3. ALL WATER SUPPLIES SHALL BE OVER THE RIM SUPPLY OR SHALL BE PROVIDED WITH APPROVED TYPE VACUUM BREAKERS INCLUDING ALL WATER CLOSET FLUSH VALVES, INCLUDING, HOSE BIBB CONNECTIONS. 4♦ ALL WATER PIPING SHALL BE SIZED TO PRODUCE VELOCITIES NOT IN EXCESS OF 8 FEET PER SECOND AND SHALL HAVE A MINIMUM OF 15 P. Se I, AT EVERY FIXTURE UNLESS OTHERWISE REQUIRED. 5. EXPANSION LOOPS AND ANCHORS SHALL BE PROVIDED FOR EXPANSION IN HW AND HOT RECIRCULATING PIPING LINES. 6. ALL CONNECTIONS TO TO EQUIPMENT OF DISSIMILAR MATERIAL SHALL BE PROVIDED WITH DIELECTRIC UNIONS. 7. PROVIDE VALVES ON ALL BRANCH LINES TO EACH FIXTURE AND EQUIPMENT INCLUDING BRANCH FROM MAINS, AND FROM RISERS. ALL RISERS AND MAINS SHALL BE PROVIDED WITH VALVES. 8. WHERE BRANCH SUPPLIES ARE TRAPPED, AT LOW POINTS, AND WHERE BRANCH OR MAINS SUPPLY FIXTURES OR EQUIPMENT ARE LOCATED HIGHER THAN SUPPLY MAIN, PROVIDE DRAIN BIBBS ON LINE. 9. PRESSURE REDUCING VALVES SHALL BE PROVIDED ON ALL WATER LINES WHERE THE PRESSURE EXCEEDS 80 P.S.I. 10. ALL VALVES, SHOCK ABSORBERS, EXPANSION LOOPS AND OTHER ITEMS CONCEALED SHALL BE PROVIDED WITH ACCESS DOORS FOR ACCESSIBILITY FOR SAME. • n 3/„ 31," m m „ n 18 ry qq 4» 3 i II .mow s g` f� et• !d "2„ r-2HtA u-2» U-2» A �N A N . � A • A,.� . . FOR CONTINUATION SEE RISER DIAGRAM PART I THIS DWG DVV12 3� N 1" r FOR CONTINUATION SEE RISER DIAGRAM P 16 PART If THIS DWG 4" 3 „ 4" _3" _ �3" ;e f• i 9 t 1 4 y • � A • , � N N • y q • 111 • . ■ l : A A • � A ( • � � •. A tIN IMI r� • �• A AN y N 1 ��l� MINIMUM FIXTURE CONNECTION SCHEDULE FIXTURE SYMBOL WASTE R CONK W TER WATER WATER CLOSET -APT (FLOOR OUTLET TANK) o WC-1 4" 2" 1/2" m 4 WATER CLOSET -PUBLIC (FLOOR OUTLET FLUSH VALVE)WC � 4" z"" 1 i /4" m URINAL Q UR 2" 2" 3/4" LAVATORY 17-1 LAV 1 1/2" 1 1/2" 1/2" 1/2" SNK ❑ S 2" 11/2" 1/2" 1/2" S010E SINK ❑ SS 3" 21' 3/4' 3/4" LAUNDRY TRAY LT 2" 2" 1/2" 1/2" MOP RECEPTOR MR 3" 2" 3/4" 3/4" BATHTUB — = BT 1 1/2" 1 i/2" 1/2" 1/2" WASHMlG MACHINE & ELEC. DRYER W/D 2" 2" SHOWER E] SH 2' 2" 1/2" 1/2" REFRIGERATOR E] REF -•- — 1/2" — T/S A 11-02-01 T/S 10-10-01 T/S 09-24-01 T/S 09-04-01 T/S 08-16-01 T/S 08-09-01 T/S 03-14-01 PROJECT NO.:00-m000-00 Ca t�o 00 0 t-i�`` r C1' I 0 o 4n va r- � � < 0 €x Qtn iJ W � w n.. � fJ to z m� r Qv Z¢caw W I I I ,j z _j Li,.,.I M 0 m Ll- Q t _.. 1 Lt .I i ry 0 L1J> < - 1 cl, Lj_j Li— ry Lij I•_ j��^31 NOTE: FIXTURES W/SYMBOL (HC) REFER TO HANDICAPPED TYPE Em PUME! aPp� UL STAIR BULKHEAD , AUTOMATIC FIRE PUMP PUMP ST PRESSURE BY-PMWIO.S.bt Y.-- 2 DISCHARGE GAUGE VALVES INCL TAMPER SWITCH TS TS 3 5UCRON GAUGE VALVES INCL TAMPER SWITCH 4 CASING REUEF VALVE PIPE DISCHARGE TO F.D. $" . 8 . -- SUCTION SUPPLY F"� 5 AIR RELEASE VALVE DISCHARGE9 WFA Q MAIN RELIEF VALVE TO SYSTEM 7 SIGHT CONE & GLASS NOT LESS THAN 1/2" (A)TEST VALVES BRASS PIPE OR HARD - -- - -�---- WIN 5 DIAMETERS 6 VERTIC%�L FSP 1 1` 1,�" Ty CHECK VALVE DRAWN COOPER OF STRM PIPE ROOF MANIFOLD SP CONCRETE BASE (min 12" high) " GROUND FACE UNION fl SUPPORT ELBOW 1 1/2 NON -CO RROS " _ rF 6"x24%"X2%"X2%"DIAP" . - iIyyEE O.S.& Y. GATE VALVE W/TAMPER SWITCH - B" ORIFIIDiAfYJ 5/32 �j - ORIFICE BY PLBG. SECTION STAIR ,{ CONCENTRIC =HARGE INCREASER �" 65 PSI RESIDUAL PRESSURE ECCENTRIC SUCTION REDUCER RAJ-TS CONTROL PANEL � " HEATED +� SPK. FL. CONTROL 2 7'-0" PRESSURE SWITCH MAIN ROOF , PLUG OR PETCOCK , ,/4• ' VA. ASSEMBLY w/WFA 2" TS 10, GRAND FACE UNION -NON CORROSIVE DDAPHRAGM 3/32" ORIFICE -� _ DR & CONTROL VA. TEMP RTCONCf RE SENSING W/PURGING LINEN FURNISHED BUT NOT SHOWN 5 BASE# yPE Ta y TYP DISCHARGE TO SYSTEM _ DRAIN t3 0 6h WFA SUCTION SUPPLY !t H.C. COPPER OR BRASS 1/2" PIPE SIZE •�' H.C. ® JOCKEY PUMP p CMP� TS k 9 JOCKEY PUMP CONTROL PANEL TS 3" SP 3" TO SPK. LOOP Q, 1-1/2" x ,/�" k tXkiPLING 00 ` MECH. RM. 12 Ij . T.: , ': , - , -� FLOOR STAIR (HEATED) "mil y IEA5ER DISCHARGE REDUCER LION% COMB. FSP CONCRETE PAD BY OTHERS CONCRETE PAD AUTOMATIC ELECTRIC 6 TS STAIR 4" FSP RISER 4" HIGH BY 2'-0" x 2'-0" BY O.C. SECTDON FIRE PUMP. SEE FLOOR & SPK RISER PLANS FOR PUMP CAPACITY AUTOMATIC FIRE PUMP DETAIL "E �- - U 3rd. FL. NO SCALE 4% 5'_0% 2" WFA 54-0 4t 6" 3%10 39a TO SPK. LOOP SP FIRE PUMP ST. PRESSURE BY-PASS LINE FHC w/FE 2" t 21/" ANGLE VA. 1 3/4" ABD 4"FSP RISER IDO'-1%" HOSE STAIR FHC w/FE STAIR j S 2 h" ANGLE VA. SPRINKLER ELEC. � % TS 1 % ALARM GONG BY ELCT SECT 3 100 -1 % HOSE (TYP) 2nd. FL. 6"X3"X3"COMB FSP & SPK 5 _0 r.� a % 2"SPK DRAIN L�.. U WFA - 5'-0" FLU 5HTYP TYP SIAMESE CONN. 4aa 3" 3" TO SPK, LOOP BY PLBG SECT SPK ANNUNCIATOR PANEL """""-"--�- SP CAPS PAINTED YELLOW TO A CENTRAL STATION 00 BY ELEC. SECT. STAIR (HEATED) STAIR (HEATED) RISER CONTROL RISER CONTROL340 TS RISER CONTROL ---- 649 VA. w/TS VA. w/TS 2" VA. w/TS MIN. 18" CHECK VA. 4" 4 % 10 1 St. FL. MAX. 36" 6" WFA TS 5' - 09a J. T5 6" WFA 5 -• O % " 4" 6" 4" I 4" TO SPK. LOOP 6" 6 F WFA 6" 6" 6" 84. F 8% 8„ " SP. 4% 1 F F F F wm.L."� F F .f • ...r .. F 8 / 4 F EXTEND 5'-0" BEYOND FOUNDATION WALL F 1 ' „ " c5 FOR EXTENSION BY SITE ENGINEER $" 8'a 8„ 1 4% $ 1 % $ H.C. F H.C. % WFA CURB VALVE IN G.I. BOX 8" CL 8" COMB FSP &SPK 8" STEEL - 4" STAIR STEEL 2" % TS STAIR 11/" STEEL SERVICE BY PLBG SECT. TS TS % c Ts 8" LADDER (HEATED) LADDER (HEATED) (HEATED) LADDER BY G.C. BY G.C. BY G.C. EXIST 16" WATER MAIN TS Ts SECT. SECT. SECT. U Lower FL. 67 PSI ST PRESS. ELEV. PIT i / 7, 1 - �., ..I IN 2' r ELEV. PIT 8" 8" 8" F JOCKEY PUMP 10 GPMp 185' TDH ST -�--- - PEERLESS CR 2-50, 185' TDH 1 % HP, 464V, 3PH, 3500 RPM SHUT OFF 196' (140 PSI) 8" DOUBLE DETECTOR CHECK JOCKEY PUMP CONTROLLER BY PLBG. BACKFLOW PREVENTER FIRETROL FTA--500L SECT. FEBCO 856 AUTO FIRE BOOSTER PUMP INCL.TAMPER COIN. TO 8"P.O. CAP 1000 GPM 162' TDH (70 PSI) BY PLBG PROVIDED BY PLBG. SECT. 50 HP, S46 V. 3 PH, 1750 RPM SWITCHES SECTION FIRE PUMP TEST STATION MODEL 5AEF--8N PUMP SHUT OFF FIRE PUMP CONTROLLER 0 80 PSI, 185'PROVIDE 3'-Q" CLEARANCE FIRETROL FTA 1350 REDUCED VOLTAGE AROUND PUMP SP STARTER FIRETROL FTA 900 TRANSFER SWITCH CONIC. PAD 12" HIGH _ 3/4" DRAIN VALVE 3' W' PLUGGED ELBOW COMB. FSP & _SPK RISER DIAGRAM - PART I T NO SCALE STAIR BULKHEAD KT ye WFA 44" Vitt i' iC;AL I- SP ROOF MANIFOLD 119a SP 1% 4"x21h"x2M"x21fr" BY PLBG. SECTION 65 PSI RESIDUAL PRESSUREF SPILL TO ROOF HEATED t� � I i' . 0"LJ SPK. FL. CONTROL 2 2" ITS VA. ASSEMBLY w/WFA MAIN ROOF, DR & CONTROL VA. R TRAPPED LINES NO SCALE T° CONTR. HAS THE OPTION TO USE COMBINED FSP & SPRINKLER RISER F-1 & F-4 AS THE PRIMARY SPRINKLER SOURCE OF SUPPLY I"� s i"v of FLvvn � viweKvL VIAL`VL k VI'4NE.i IIUNS TO LAUN Z) IAIK, FSP RISER LOCATED IN EACH STAIR AS INDICATED ON THE FLOOR PLANS. O DRAIN PROVIDED BYww r - - ---- -}---- 1" DROP NIPPLE sad .I�aa RREDUCER R C E PIPI � BRANCH N _ SPRINKLER HEAD (SEE SkCIFICATION SUSPENDED CEILING & DWG. FOR TYPE & LOCATION) CONCEALED FLUSH TYPE. DETAIL OF SPRINKLER HEAD TNRU SUSPENDED CEILING NO SCALE 4a9 WFA H.C. H.C. H.G. 3" 3" TO SPK. LOOP 4"COMB. FSP SP & SPK RISER00 FHC w/FE 2" FHC w FE i 2%" ANGLE VA. 2%" ANGLE VA, 2h" ANGLE VA. `) 100'-11h" HOSE 100'-1 M" HOSE 1 QQ'- i %" HOSE STAIR (TYP} n 3" TS STAIR (TYP)„ r-i 4" STAIR (TYP) 6"COMB. FSP 4" FSP RISER 10 & SPK RISER 6 a _ 7a_0" -Ott 2"SPK DRAIN D,., 2nd. FL. 5 WFA 5a --094 50_0" 4,a i I 4' TO SPK. LOOP SP 4sa " �2" 64aa «a STAIR STAIR STAIR HEATED HEATED HEATED °' RISER CONTROL RISER CONTROL TS ___ _ T1 494 RISER CONTROL ----� VA. w/TS VA. w/TS 2" VA. w/TS BY ` PLBG. SECT. Q - - 4" jJ 1 st. FL. T, 59_0% TS 6" WFA 5'_O19 494 54_0" 4" TS - 4" r" O SPK. LOOP 4" SP � I 4" " F F 8 11 4" F 8 4„ H.C. F H.C. - " WFA H.C. FOR CONTIN. SEE 6" STAIR STEEL 4„ STAIR DIAGRAM PART I 2% `�' 4" HEATED 11 % Ts STEEL 4 U- STAIR LADDER HEATED " BY G.C. STEEL TS � LADDER HEATED SECT. LJ LADDER BY G.C. I BY G.C. T % 84 SECT. 1 Lower FL. SECT. LEV. PIT 1 1 ---- SPILL DRAIN ST TO DRAIN PROVIDED BY PLBG. SECT. p COMB. FSP & SPK R[SER DIAGRAM PART 11 NO SCALE APPROVED TYPE HEAT SENSORY DEVICE SET 0 149 F FLOOR N COUNR SHALL REFER TO FLOOR PLANS FOR EXACT SPRINKLER HEAD COUNT FOR EACH CONTROL VALVE ASSEMBLY F 5 In STAIR t5'-O' EXTEND 5'-O", 1 FOUNDATION WA EXTENSION BY 6"x2Yt x2" CO FSP& SPK FLU'. TYPE SIAMESE CURB. WS, IN C.I. BOX EXIST FIRE HYDI 8" FIRE SERVICI 6" DOM CW SE8 16" WATER MAID naa7y a uy.& f SITE PLAN NO SCALE " FHC w/FE 4 2T ANGLE VA. 100'-11,�" HOSE STAIR (TYP) SPRINKLER_\ LL U v a % DRAINJTECT_ SPRINKLER DRAIN 5 -0 - CONNEC TO INDI WASTE AIR GAP FITTING 4>a STAIR ­4t_ j HEATED WELDED 8" STEE - PIPE I 4" 5.-Q9> WELDED � FLOOR INCREASER AS REQ'D F 4" y �LEEVE „ " NT. F % 8 8 IS CONNECTED 4 STORM SYSTEM u_ STAIR DELETE TRAP 4% HEATED FOR CONTIN. SEE DIAGRAM PART It Q TYPICAL SPRINKLER DRAIN NO SCALE fC1 I SPRINKLER HEAD MAINTAIN MIN 7'-0" HEADROOM(TYP.) DUCT OR BEAM ALTERNATE SPRINKLER INSTALLATION NO SCALE WATER FLOW ALARM (WFA) PRESS. GAUGE GLOBE VALVE CONNECT TO PLUGGED OUTLET (P.O.) PROVIDED BY PLBG. SECT. O.S. & Y VALVE BY ---------, PLBG. SECT. W/T.S. SPRINKLER DRAIN �. BY SPK. SECT. i 6" COMB. FSP & TS SPK RISER } BY PLBG. SECT. I I IF CONTROL VALVE I HANDLE IS GREATER THAN 7'-0" ABOVE FLOOR, THEN A STEEL LADDER SHALL BE PROVIDED FOR VALVE ACCESS TYPICAL SPRINKLER FLOOR CONTROL. VA. ASSEMBLY NO SCALE 3/4" SOLENOID VALVE U.L. APPROVED N.Y.C. APPROVED VACUUM BREAKER T.S 1" SPRINKLER SUPPLY SP 1 1" O.S.&Y. VALVE W/ T.S. BY SPK SECT. 1" CHECK VALVE 1/2" OPEN TYPE BRONZE SPRINKLER HEAD COMPACTOR HOOPER �TO SPK. SYSTEM NO�rEpp RERI% ? . AUXILIARY DRAIN VALVE INSPECTORS TEST VALVE INSPECTORS SIGHT GLASS CHECK VALVE r• NG r • *« MBINE SPRINKLER HEAD (UPRIGHT TYPE) SPRINKLER 4% (CONCEALEDTYPE) SIDEWALL TYPE SPRINKLER HEAD SIDEWALL EXTENDED TYPE SPRINKLER HEAD DRY VALVE ON DROP OUTSIDE 1 YOKE .; ORBALL VALVE CHECK VALVE r PLUGGED D AUTOMATIC BALL DRIP i' DRAIN SPK SPRINKLER 11 HEAD FEC r EXTINGUISHER CABINET FE FIRE EXTINGUISHER (F.E.) a FLOOR Uri. : ■SERVICE r VALVE TAMPER 1. THE SPRINKLER SYSTEM SHALL CONFORM WITH NFP r.*i f 13-1991 & THE VILLAGE OF RYE BROOK LOCAL r • y r INSTALLATION,2. THE OrOSPACING, CLEARANCES, POSITION ; TYPE OF SYSTEMS SHALLI CONFORM. 3. ONLY APPROVED SPRINKLER DEVICES SHALL BE USED. 4. SPRINKLERS SHALL BE PROTECTED AGAINST FREEZING & INJURY. 5. INSPECTIONS & TESTS OF SPRINKLER SYSTEMS SHALL BE CONDUCTED. 6. tOCCUPANCIES •. i AREAS r 4 SHALL .. R.. 7. WATER SUPPLY TEST PIPES & GAUGES SHALL BE PROVIDED. 8. SPACING, LOCATION & POSITION OF SPRINKLER SHALL BE AS REQUIRED. 0 ALL •• PASSING THROUGH WALLS SHALL BE r'. STOPPED. STORAGE.10. THERE IS NO HIGH PILED 11, DISTANCE OF .. r .O i SOURCE 4 REQUIRED. 12. ALL VALVES SHALL IDENTIFIED AND PROVIDED ,.. • r. SHALL13, DRAINAGE SHALL CONFORM 14. FITTINGS r APPROVED lir rO f}. TYPE. ► R 15. VALVES SHALL BE APPROVED TYPE. 6 PIPE r HANGERS ... SHALL PROVIDED M.D REQUIRED. 17. PROVISIONS SHALL BE MADE TO FACILITATE FLUSHING SYSTEM PIPING. 18. SPRINKLER HEADS SHALL BE APPROVED TYPE. • TEMPERATURE RATING OF SPRINKLERS APPROVED TYPE. 20. MINIMUM CLEARANCE OF 18" BELOW SPRINKLER DEFLECTORS SHALL BE MAINTAINED. 21. CONCEALED PIPING IS TO BE INSPEC I TED PRIOR TO BEING COVERED. 22. SPRINKLER r • ALARMS i t SHALL PROVIDED. r • R • r 42 V. St HEADS AND WRENCH T V BE IN PREMISEZi. 24. SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE •a 13-1991. 25 F SPRINKLER SHALL COMPLY NTH CODES. 26 STANDARDS #•# FOR STANDPIPE • INSTALLATION SHALL COMPLY WITH OD 27 INSPECTIONS AND TESTS SHALL COMPLYCODES. S FIRE PUMP AND ROOM SHALLi i1 . FIRE « TEST EQUIPMENT SHALL COMPLY WITH it 30 ■ PUMP TEST SHALLIr 31. SIAMESE ON.. THREADS ADS SHALL MATCH d LOCAL • DEPARTMENT REQUIREMENTS. NOTES: 1.- TAMPER SWITCHES MILWAUKEE VALVE COMPANY MODEL B B-SC-100, MODEL 13BHSC502 & SYSTEM SENSOR MODEL OSY2 2.- TEST & DRAIN VALVE CROKER MODEL 1000 3.- PRESSURE REGULATING VALVE CROKER MODEL 5620 4.- WATERFLOW ALARM SYSTEM SENSOR WFP 5.- CONTR. SHALL PROVIDE ALL SPRINKLER FLOOR CONTROL VALVES & TAMPER SWITCHES UNLESS OTHERWISE NOTED. T/S / i S 11-02-01 T/S 10-10-01 T/S 10-05-01 T/S 09-24-01 T/S 08-16-01 T/S 07-27-01 T/S 03-14-01 ron i W Cy C ! M a" - " a. U) CHK'D: W P. M. . P. A. 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".. , -�, I � � � -_ - ___� � i I I I I I I I I I I I I ! � _���_��������������_��_�_����� I- DESIGN 2- AREA OF APPLICATION = ROOM DESIGN METHOD &1500SO, FT. N.FP.& #13.14/91 J- COVERAGE PER SPRINKLER=__±M!PS_SO,F[ 4- No. OF SPRINKLERS CALCU@J[D=__-5 ---- HEADS. 5- ^K" RV3OR=_LkA8-Z_ C = 120 8- OCCUPxNCYCLASSIFICATION=lLC»I/IRDU!��,1i@MUI PROVIDE SPRINKLER PROTECTION f IN ALL CLOSETS AND PANTRIES ' i WHETHER INDICATED OR NOT. i ] T/S 10-10-01 Im 20 °u MEW tn ' � � o�� �� � �� _ ����� i - ��f7 � .�_CA �� () � � ���-� ~ � �,�� =-� ",_ � us I Lj_ u� __j z - _l u| . | � ~ __j ' /-Y-1 4�0 ry L__ __ (� ��^ -� 7-/ �� ~� �� -~� ^~ ' k h| __. �1 U� ) [l ^� ' ' �� ` -] ' __ (� / �__L'i �� `�� ~~� -^u� 1 ~�_, - � | . | y r� \~_~/ _I __ � --/ | . | ___ �� h - ~- � ~ ��� -�� ���' . �LLJ �_�� `~_� �=~ ��' L__ / ^-~ | //� | ;IGN DENSITY=--AA--G.P.M./SQ,FT. A OF APPLICATION = ROOM DESIGN METW & 1500 SO. FT. V.P.A. #13,14/91 IERAGE PER SPRtNKLER=--!fiffS--SQ.FT, OF SPRINKLERS CALCULATED= --- 5---- FACTOR= A&A-91-- C = 120 .t]PANCY CLASSIFICATION= LIGHT, HAZARI W3 W4 W5 D6 W7 W8 W9 W10 ---------- q OPEN TO BED 3 # T/S /F\ 01-25-02 T/S AE 11-02-01 T/S 10-10-01 T/S 10-05-01 T/S 09-24-01 T/S 08-16-01 T/S 07-27-01 T/S 03-14-01 RE CHK'D: P. M. P. A. PROJECT NO.: — C-4 ro CIO00 cn tz cn 0 tz cr a'- W41M 1 as B uj Ua cr- d m uj u- LLJ --j _j z LLJ � M 0 o C L < L ct Li o L CD Li L z 0 50 50 13 14 5 16 17 18 19 )K DR. N. TO 3"P. 0. VIDE SPK FL TROL VA. Ass W/FE ANGLE VA. -I%- HOSE "7. 7 UNIT X. SEt..SHT 0 ------- --- 5< 11 S 1/4 ELEV. #2 NiFut 3 1/4. \1 I CAFE • 3PK L y 3 - 1/4" 4 WA*� CURT —1 VA So n" 91IMP-70 no] 961 7 18 wi 3 W1 4 W15 W1 W17 w 8 wi 9 W20 W21 W22 t6 41 DESIGN- CRHRIA INEQN-ATILN 1- DESIGN DENSITY=--!-1Q--G.P.M./SQ,FT, 2- AREA OF APPLICATION = ROOM DESIGN METHOD & 1500 SO, FT. N.F.P.A, #13,14/91 3- COVERAGE PER SPRINKLER=--!A?IP--S0.FT. 4- No, OF SPRINKLERS CALCULATED= --- 5----HEADS. 5- "K" FACTOR=-aA-8i-Z-- C = 120 6- OCCUPANCY CLASSIFICATION= ... UGHT HAZARD NOTE PROMDE SPRINKLER PROTECTION IN ALL CLOSETS AND PANTRIES WHETHER INDICATED OR NOT. I on Em Efl MEN mmi TS Af 01-25-02 T/S I 1 -02-01 T/S 10-10-01 T/S 10-05-01 T/S 09-24-01 T/S 08-16-01 T/S 03-14-01 0 n 8 V) 0 cr 00 Lli u') 0 04 Z < 0, Z LLJ 6 < .2 z < < 0- V) Q' 0 LJJ z F— < cf) LLJ 0 cj) cj < cf) ts z des CHK'D: P. A. PROJECT NO.: 4�z cs 0) j N L'i CL Q. tz m m V) 00 m < Q (y- Z Li —J __j Z _j LJ � —i M 0 0 cy— < Z LL- < Lj-j 0 L-Li L'j m 0 < > 0 L-ti LJ z 0 7�Z cf) SP3B Kc ME 0 1- DESIGN 2- AREA OF APPLICATION = ROOM DESIGN W[THDD- &1500 F[ NT.�A, #13,14/91 3- COVERAGE PER 3PRNKLER=__-wowP_-S0.F[ 4- No, OF SPRINKLERS CALCUUT[Q=___�---- HEADS. 5- "K^ FACDJR=_5.6 & 8.2 C = 120 8- OCCUPANCY CLAGSIF|CATION= LIGHT HAZARD NQTE PROVIDE SPRINKLER PROTECTION 1 IN ALL CLOSETS AND PANTRIES WHETHER INDICATED OR NOT. 1111 Elm 1=11 Iwo row, 9 IS all Arm __1 1 ilium From NIM I MEW 10 J, u so PEN lmw� Imp | . . . | | | | i i i | | | | | | | ! | | | | | | | | | | | | | | | | | | | | | | ' | | | | | | | | | | | | | | [ | | | | } | | | | 2"SPK DR. o / °` MIN o Im uj 1 9 � � ~~� *� 6 PROJECT NO.: Lu O M �2 |� |4 4� |� |� 1�3 18 � � � � � /r / 50 H 901 We OEM m 22 1K DR.II N. TO 3"P. 0. It MDE SPK FL. TROL VA. ASS w/FE ANGLE A. ml=lmic "1" 1 ----\ \ F. ASSEMBLY F 1 1 rmit c 1/4" 1 _-I 1 ELEV. It A 0 DRY SPK SIDEWALL HEAD �` i iI i I I ` � � � � � E13 E14 E5D DESIGN MEM-INED&M 1- DESIGN DENSITY=--!-1--G.P.M./S0,FT. 2- AREA OF APPLICATION = ROOM DESIGN METHOD & 1500 SO. FT. N.F.P,A, #13,14/91 3- COVERAGE PER SPRINKLER= -- VARIES------ SOYT. 4- No. OF SPRINKLERS CALCULATED= --- 5 ---- HEADS. 5- "K" FACTOR= C = 120 6- OCCUPANCY CLASSIFICATION=ILGHj_ HAZARD LO —TE PROVIDE SPRINKLER PROTECTION IN ALL CLOSETS AND PANTRIES WHETHER INDICATED OR NOT. Minn# mmi 1.4 99 am T/S T/S T/S T/S T/S T/S T/S T/S ui 0 ai Z m FIEWE CHK'D: P. M, P. A. PROJECT NO.: C14 < Irl, C-4 C Ea Lu C> I--cn < 04 Z: C z 0 cx "ft M V) uj uj. 5; aj m m < US! uj a- cr Qz' cn -:C i= LAJ L- Z __j z Lj-J Y ca 0 0 z < w m < L- -i <CAL' Ld - J L-Li 0 Lj LLJ UJ M > < 0 > z Z 0 0 C) Li (7) cf) SP4B 011011 0 11 12 13 14 *5 16 17 18 50 DESIGN CRITLRIA ff0RMATIQN 1 - DESIGN DENSITY=__j.j� __G,P.M,/SQ.FT, 2- AREA OF APPLICATION = ROOM DESIGN METHOD- & 1500 SQ. FT. N.F.P.A, W13,14191 3- COVERAGE PER SPRINKLER= __jMPS_SO.FT. 4- No. OF SPRINKLERS CALCULATED=__5 ---- HEADS. 5- "K" FACTOR=_M_A_9-L_ C = 120 6- OCCUPANCY CLASSIFICATION= ---- LIGHT HAZARD O NTE: PROVIDE SPRINKLER PROTECTION IN ALL CLOSETS AND PANTRIES WHETHER INDICATED OR NOT. assm 6"x2%"x2%"x2lh" VERTICAL ROOF MANIFOLD LWAWAlga3 MIA CONN. TO 3"P.0, PROVIDE SPK. FL. CONTROL VA. ASSEMBLY 2"SPK DR. T I T rw-9 ^"e%mti mm 01m T/S 10-10-01 T/S 10-05-01 T/S 10-04-01 T/S 09-24-01 T/S 08-16-01 T/S 07-27-01 T/S 07-18-01 iftl Kq uj 0 0 U) U) F- �llrq &no CHK'D- P, M, P. A. PROJECT NO.: < rwl 00 L 0) cq 0 z t Z 'CL 0 Ln cm I LLJ < UJ U J CL L515 (.)t (n 00 F- 0 Z 09 z Lj M 0 < tom._ LLJ < CL L_Lj 0 Lu M Ld > LL_ 0 cr 'SP5A1 | � | | \ / ``\k ,' , . ,� 2"SPNDR. CONN T8��O.--- PROVIDE SPK. FL. CONTROL WA. ASSEMBLY FHC W/FE 2%-ANGLE \4\ 100'-1%°H0SE | --- ( 0q, . . | | | | | | i | | ( | | | | | | | | | | | ! ' ' (r ' FHC W/tE | -ANGLE \8\ | 100'-116" HOSE 'F 6"C0WB FSP & | SPN RISER CON . TDYP.O. PROVIDE SPK, FL. | | ' � / / | | | | / | | / | | / | | ^ | | / | | / | | / | | | | / \ | / ` . | | / | | / | | , | | ' | | / | | / | | | | / | | | | | | | | / \ > | | | i | | / | | / | | ' | | ! | / | | / 1- DESIGN 2- AREA OF APPLICATION = ROOM DESIGN METHOD & 1500 8l F[ N.F,P.& '14/91 3- COVERAGE PER SPR|NKL[R=__lAPPL0OY[ 4- No. OF SPRINKLERS ---- HEADS, 5- ^K" FACT0R=_{-&-A-9l-_ C = 120 O- OCCUPANCY CLAGS|RCAT|0N=__-LIG14T HAZARDL___ � NOTE PROVIDE SPRINKLER PROTECTION IN ALL CLOSETS AND PANTRIES WHETHER INDICATED OR NOT. I 10 40 � � '�� � � � to A C'l � r-- --- - PROJECT NO.: 11000 04 Li ry W I 7 18 19 10 no K% EEO wl W2 W3 W4 W5 W6 W7 W8 w woo i 1 ----------- ------ -------- I DS DS— — — — — — — — — — — — — DS C i DS — — — — — — — — — — 1 I---------- DS co — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 4 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - z t _1 0. 0. cq U- 0 14" ro: 12 0 11/4" q 2"P OR — — — — — — — — — — — — — — — — --- — CT. DS _N� 00 2$'S R. DS 04 — — — RD Fs "x "TTICAL R( 0" 0" /4"/l'—O IFOLD lj/4"/,I'— V_ 1/4' z 6"COW—.F RD 1/4t'/l*— 1/4"/1 0" rF C14 — I �� SPK RIS�R _0" j . . . . . . . �T r ---------- 7 r--- — — — — _1 1 D w (TYP. U.N.O.) I S -CIO G: PROVIDEI STEEL LADDER. AT c*1 ZT 12 R s o, ELEV. 0 v`ERRUZN !bI H YAQ -- _1A BUILD UP TO It M ATC1­ I TOP OF Z't MANSARD OD OD OD OD OD OD 7— L ----------- (o RD :12 Z 0. Q. 6:1 04 wl II FIRES----------------- --------- i L ----------------------- ------- ------------------ L L --------------------------------------- TOPPING DS _2 li RD f±L12 1/4" — — — — — — — ——— BUILD UP TO MATCH TOP 0 DS i MANSARD 0 \-CHIMNEY FOR HVAC EXHAUST. TOP OF FLUE TO BE 2'-0" ABOVE TOP OF ALL PROJECTIONS WITHIN 10'-0" Ii - S(o - - - - - - - - - - - - - - - - - - - - - - - - - - - - , - - IDS -- - - - - - - - - - - - - - - - - - -DS -- ---- REFER TO SHEET A2,12 FOR TYPICAL ROOF NOTES. GC TO COORDINATE EQUIPMENT LOCATIONS WITH CHASE LOCATIONS SHOWN ON MEP, STRUCT. & ARCH DRAWINGS. I "LINK" RQOE-NQILS, NO MECHANICAL EQUIPMENT TO BE LOCATED ON THIS ROOF. VENT STACKS TO BE KEPT TO A MINIMUM AND RE-ROUTED WHERE POSSIBLE. ROOF TO BE BALASTED. PAIS SKYLIGHT RD CIO OVERFLOW SCUPPER (1 MEN mml mo =us] T/S 01-25-02 T/S 10-10-01 T/S 10-05-01 T/S 09-24-01 T/S 08-16-01 T/S 08-09-01 T/S 03-14-01 < m CHK'D: P. M. P. A. PROJECT NO.: C14 Lo 00 171 Lr) V) z 0 btt V) _j < UJ cr cr- CL W a:: ot (n 00 M:2 d Z -ct C3 LL_ LLJ z LLJ M 0 o < Ld Ld _j o LJ L J1 M z < 0 < < 0 I LLJ LL- CL z I 1 0 0 0 ry SP6A go] wi W2 W3 W4 E6 10 11 12 13 14 E7 E8 *5 16 17 18 MKO 10 12 13 14 45 wi 1 W1 2 W1 3 W1 4 W1 5 W1 6 W1 7 -- ----- ------------------- - - - - - - - - - - - - - DS DS DS- - - - - - - - - - - - - - - - - - - DS - - - - - - - - - - -------------- ---------- - - - - - - - - - - - - - - - - - - - - - - - II - - - - - - - - - - - - fill C4 �T z 7 L ;T EL co 0 z 6T �5 0 H 25 V) cr- cn 04 V) u- W 0� 2 6. fill (67 Pi 0 II 0 GiWR 2"P.t FORII ca ZZ, SPK ;5E CT. ii 2"Sp!� R. I I If WFA V 6" %"x 2'A'!"xw=j1IiIRD TICAL FSP ROOF 1/411/11A ANIFOLD fill 6"CO b I11 s 1/4"/11-0 1 1/4-_/- RD f MIN. (TR. U. N, I II bo, fill 7 it i1 I :12 6:11 101 OD 0 OD OD OD J Z 7 EZi co L 00 10- a I I fo- I I (AlIf I! V) II w % I III I I I m uj I I ii U. II II I I - — — — — — — — — — — — — — — — — — — — — — — — — — — 20 1 1 t DS- - - - - - - - - LL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DS - - - - - - DS® M.1�11 M �OVERFLOW SCUPPER (TYP.) V I I 1\4 TT --------------- ------------- FI --------- it -------------- ------------ li CI a. i Chi ----------- 11 OD OD — — — — — — — — — — — — — — L-+4— 6:12 i— cr 0 W1 8 17 18 19 I -F/s AF 01-25-02 w 9 :W20 DS if P W21 W22 6 12 ky 110 �mm -4 11 3c am T/S 10-10-01 T/S 10-05-01 T/S 09-24-01 T/S 08-16-01 T/S 08-09-01 T/S 03-14-01 cn A-� uj 7�5 CA iz do esc) 0cu z CHK'D: P. M. P. A. PROJECT NO.: W cr) c� o M z co CIL uj cr cr- W CL m (n 00 < c; Z ¢ CM LA.- ry LL- __j z M 0 o ch-, < z < >- Lli —j CL I I LLJ Li- 0 —i ILLJI Lij m Li 0 > 0 Li LL-1 0 o 0 cy- 10 f1 12 13 14 16 17 18 19 0