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Home My WebLink AboutBP20-149PERMIT # SECTION /G TYPE OF WORK. JOB LOCATION/- OWNER SC F CONTRALTO ST. COST CO # 1 qQ DATE: q EX P. BLOCK LOT L Zi FE INSPECTION RECORD DAT FOOTING Z� FOUNDATION FRAMING r� RGH FRAMING INSULATION PLUMBING Zl RGH PLUMBING �('�!j�1 t GAS (�/� �+/11``,CC�..y��v SPRINKLER j5paC) "Q)&� ��eijo✓'Ise lPc- i l �'a,'aSu / •� �-s ELECTRIC ---_..__ msm 7) w seme,? f OTHER APPROVALS LOW -VOLT 0 �--------.._ ALARM AS BUILT FINAL -- 1,0771r67 j,,2o1,eo)W( AS-Bt11LT/FINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT THIS BUILDING MUST BE PO5TED WITH A PERMANENT GONSTRUGTION TYPE IDENTIFICATION SIGN; R PRIOR TO THE ISSUANCE OF A C/0, AS REQUIRED 11Y NY STATE LAW. KIN FIEL EVELOPMENT CLUSTER VV KK INTERNATIONAL DRIVE RYE BROOK, NEW YORK copy SC RYE BROOK PARTNERS, LLC 5 International Drive, Suite 114 Rye Brook, NY 10573 ... .............................................................. ._..---...-.--- . ---- _......_..................._......._......_................... -------------- .............. ......... .... _ .................... .................. .................................................... .. .................................................. NYS Uniform Fire Prevention & Uniform Building Code: ,, .._........_..--............... - --=------ ...........------...................._...........-----......... \\ ........_......_............................................. _..__...--...._............_..---- -........... - ...._ .._...._...._..- -- _...-._............._............_..._.......... --..-.._..-_--------_----------.----.-- ----- ----- - ----___---- --------._. _.... -......................_....................._. ............................._. _.. :..::..:..::::::.....:..:::.:::.:::::..:...:::::::........................................................................................................................... 2015 International Budding Code, 3rd printing ,- _......_........... - - _ -..........................-- -....._................ 2015 International Residential Code,2nd printing - _.... ................................. ..----:-:-::::-......:.- .--:.- -- - ...._ -- _a .............................. -- ................................. 1-F ---- - - 2015 International Fire Code, 3rd printing -�i 1 J i 2015 International Energy Conservation Code,2nd printing T .. �- >> _....._._..............._--------- WIN. ................... g --------- - ._.... ----- --...--------- -.. _ A ................................................................. _..... _ r i ( s - _ - --- - -, i ' ��yl 19Y i 2015 International Plumbing Code, 3rd printing _ -- ---- — = = --- — i -- _ — _ ..—--—-------———--. _.—....—........ _... _--_ _..—— -- — --...—....................� 1' — — — 2015 International Mechanical Code 3rd printing --= _=== _= =---== -- _::. ::.:.: a 2015 International Fuel Gas Code, 3rd printing 2014 National Electrical Code �� ►........-.i I I ZI E-E- Er rr= FF 2016 Uniform Code Supplement j i - - I -� - -- - � - T �7 ; t ' ` + 2016 Energy Conservation Code Supplement L--L---1- - --- --- 2009 ICC 117.1 Accessible & Usable Building and Facilities - Project Criteria: 15 PRIMROSE LANE 13 PRIMROSE LANE 11 PRIMROSE LANE Use Group: R-2 Construction Type: 513 THIS BUILDING MUST BE POSTED Area: 10,274 sq.ft. WiTN A PERMANENT CONSTRUCTION AS-BUILT/FINAL SURVEY FINISHED BASEMENT NOT Volume: 90,141 cu.ft. TYPE IDENTIFICATION SIGN; REQUIRED PRIOR TO APPROVED FOR USE AS A V FINAL INSPECTION SEPARATE APARTMENT OR FR DWELLING UNIT PRIOR TO THE ISSUANCE OF A C/09 AS REQUIRED BY NY STATE LAW. 7 Thurston Avenue Structural Consultant PERMIT#.. D EC qv [E Newport, RI 02840 Cameral O'neill Engineers SQL# ZS— LCordtsenDesign.com 117 Black Point Lane 1,Z . " Portsmouth RI 02871 AUG 1 3 2020JAN 2 3 2".'G20 40�.6�9.46s9 DATE APP E MEP&P ConsultantOOK VILLAGE OF RYE BIR R.W. Sullivan Engineering 6 1J ILDB OV G lNSP a of Weak MY BUILDING DEPARTMENT 529 Main Street#203 C O R D T S E N Boston, MA 02129 DESIGN ARCHITECTURE FL 313.17 G312..r2 G 311.25 r 311.63 O FLI 307.b7 G.i�5.9^ FL 1 297.17 FLl 301.67 G 30.9• G 3G5 75 G 3G6.:i' GO 53 C 7 FL 1 2_92.67 FLI'-9J:,7G 296.42 1 G 209.75 G 300.33 57 C2 A 58 SIr,NAGE F 56 C 1 23 25L1291.57 VIIO CZ XI- SALES OFFICE T %V/O G 291.92 A X2-SALES?ARMING 290.92 �1 00 S9 C 1 17 21 G_ 19 x-7•-SLLES PARKING_ O O DR C2 A CLUSTER W XL-SLLES PAP.KING<_ �� 15 tc ZZuj vo v' XS-SLLES PARY,Ih1G o- 64 BR 11 13 R x k c X6-DO NOT ENTER q CLUSTER c`��;��1`n Uj 'N u c° X7-DO NOT ENTER. BR 7 �N� >0 C a D L 5 CLUSTER Y LANE 0LuU Q� �'? 3 TEgt 12* o- mo CLUS rc U�KLE �je �� Gv N o , f s g YL '� - a 1 CLUSTER'6'A rl 1313.17 CLUSTER BB u s 3 PO ZR 3'- G312.42 �z o CLUSTER CC 50 FL 1 305.67 z Q U gate to be lenCe 15 p L r7 G 304.92 ked Icc at all Inci link D r C times Z L 22 c 15 31 FL1312.17 �� p A 31 1 42 once 18' FLI 294.67 J1 BR m G G m YR O `Iry d cnainlink t p A R 30 Cc n gate � 27 79 G 293.33 � � � 'U 20 c B L F 1 5.67 � �/ ? r" 70 92 13 49 G 305.92 L7 a T 8o B R 70 n FL1W/o,7 7 r C2 u L C I I ZL L9 FL 311.17 �8 r- G 292.92 � A�� a_ci - m 9 .�310.42 _M O 48 FL 1 306.67D ZR 25 81 G 294.33 '05.92O c 1 1 A G 305.92 CH2 r- H m t D 70 ` � m70 u 7_ YL 27 FL1 310.11 FLI294.67 pR 7W/o18 00 � 82 FLI 295.67 1306.67A r C 1 G 3G5.92 "� " G309.42 G 293.92 G 23 A G 294.33 305.92 `� y 47 A 5 ZR 20 rn 9fence Z 305.92 FLI 309 - C 183 G 294.92 -oo 12' n 3 Z L 25 G 308.4? N FLlV2/O67 86 DR 16 O Z 21 7 43 G304.42 gate _ 1 Yp 24 z G 294.92 O m a o. C Z A 1� N CD14 note: LU cCl FLI 296.67 m 40 42 FL 305.17 maintain entire length of c 19 G 295.92 C l n 5 A G 304.42 international drive free FL 296.17 gl 70 B L O n r from dirt&debris at all 85 304.92 r c A W/O 14 %) ,mo ,Gi, times e�' 87 70 G 295.42 12 %70 A G 303.83 Id a \o��a e+`�o� z r 1 305.67 OA / p C 1 O c° e+` e Q O 0 304.33 39 i► 41 note: .4o \`G o J r NO TRESPASSING ell, 0 o��`o C N G 88 G 297.42 3 3 C'! signs on all gates ,ea \�p� c� 9 I m G� c0 e�� \�C NOTE L.I..I FLI 2/o O DR A 17 C2 04.33 38 CZ 10 ® sales FF306.50 tiOG S �S`a r�G FOR DIAGRAMMATIC PURPOSES ~ I\ 4V/O 12 O g sc ocS ONLY. REFER TO CIVIL V) N G 296.92 FL 1 298.17 parkin G J _ s- DRAWINGS FOR ALL RELATED 89 G 297.42 G SITE WORK Q G S 15 A �� ✓J /+drectional U BL A �m Q FA const sign LEGEND FLI 298.1 J 10 G �, G 297.42 8 1 A- "A"UNIT I- 0 W/o qc G �' C 1 37 BL -A XI BR-"B RIGHT"UNIT U {- U G 297.42 90 FL 303.67 O BL-"B LEFT"UNIT LLJ -r- n 13 G 2.92 Cl- "C"UNIT.MASTER UP 1 0 Q) <G ° C2- 0 UNIT.MASTER DOWN 0 = Z Q 6 DR-"D RIGHT"UNIT f- �0 O DL-"D LEFT'UNIT a U D R L 9q G 296.42 p-3 Q. O F FF 302.50 G 302.42 YR-"Y RIGHT"UNIT w 93 8 C2 7i• 0> C 1 !!/'rI e YL-"Y LEFT"UNIT N Q Q LL' FLI 298.17 11 �� n° 36 Fp O FL1 303.11 e�G ZR-'Z RIGHT"UNIT w U Q W/O FLI 297 17 co 4 O ZL-"Z LEFT"UNIT H G 297.42 95 G 296.42 1> 301 42 A +stop sign C 1 G 302.42 p`C\`C� W/O-WALKOUT O 2 O97 C 1 Or OIGs�, 9 A G 295.83 FL 1 302.17 �� C 2 2 +stop sign flog man+ ! 2 G 302.42 G G�, F� G 300.83 -9 L A G 296.42 4 �� 4� C 1 96 34 © e4O C'! C 1 O FLI G 301292 A G 3G0.83 18 ie �'.!} gate for 98 7 F'P O7 emergency FLI 297.17 O 11 G 293.42 lGfl ! 9 23 construction W/O Z 100 +stop si C 1 e'P t' traffic only& G 295.83 C2 2 FLI 294.17 0 (D16 9 F locked at all -4-- 99 (y 5 C 2 G 293.42 A olockto p 21BL F 101 G 302.42 O 14 !G G 300.92 y W O \c', C' G 295.83 3 A G 292.83 C 2 'r�FPC 1 1 FLI 303.17 ^ Ill 7 102 G 302.42 12 19 C 1 FLI 301.67 >..L �A C 1 O ec°e O O G 30G.92 - 0 16'x50' AA w� G 302.42 C 1 lGIPA�� Al2 3 n` W anti-tracking 1 `c�(` V! G 289.42 pad ro Og p 17 G 300.33 z L G 10 Ce6. � nn>'' W FLI 290.17 103 18' �ecG past G 301.92 A F0 C 1 13 �[ W/O gate �.c� G 289.83 $roil/en 9 _ //1 O C 1 �� ce FL 3G2b- O 8 �/ G 289.42 8 o C 2 / IS ? 0 \ GC 78 FLI 291.17 G 30 1.33 G 268.83 104 A G 289.83 10 A blacktop c n` gate for construction C 1 14 G 298.42 FL 288.67 1G5 6 �� entrance&exit to be 15 77 G 289.83 G unlocked&open during 13 _ ( , W/O 2 01 construction activity only. CA FLI 291.67 C 1 v G 287.92 G�JS of all other times th s ga a FL l 299.17 13 76 G 290.92 L 298..1 C 109 4 must be closed&locked C 1 15 s D L C`l/SlFp 72 G 1 1 A - ` f f 1 1 G'1.83 G 297.83 Q BL FL 1 293.17 2 0lb� O 70 7 G 291.83 cis GJ PP 0 G'92.42 FLI 294.67 JS�ggP C2 blacktop,---- C/ C1 69 G293.92 9 x G� 5 106 USTFR/i 7 b8 a t J A 107 G 289.42 A 4�41 5 A C 1 66 block icl 17 G z97.83 x Nil3 FL1290.17 ROSF BR ' C2 r CMG C 1 W/o q Cl USTFR 3 FL 1 299.17 S1��G 108 G 289.42 12 CIUSTFRJj F GG l 9� ! A 18 G 297.83 G`J I G 288.83 C 1 10 C/USTE,? � J G 298.42 x D R 75 A 8 Cl USTFR tih 6 O C l 19 C2 1 10 74 6 ClUS7ER FF 3 FLI 288.67 G 290.33 CLUSTER DD Z W/o FLI 291.67 73 21 C 1 n FLI 299.67 _ G 287.92 W/O D D 4 G 298.42 iG O G 298.92 DID 2 G 290.02 G DR _90.9' A a �� O O DL 71 B R FL 1 299.1 7 , i I FL1293.67 W/O Y W/o 67 G 298.42 C 2 y G 292.92 2 b5 FLI 294.67 23 W/o FLI 295.67 G 298.42 G 293.92 W/o G 294.92 UNIT GI MD LEFT UNIT A _ UNIT GI MU RIGHT CAMERA-O'NEILL 36-7 CONSULTING ENGINEERS StructuralEngmeenng-Design PROVIDE#5 BARS AT 24'O.G. :ot Clock Tor,er Squaw VERTICALLY 4 HORIZONTALLY Pcrtsmcvth.Q1u767t I CENTERED ON WALL.PROVIDE I Camc�a/O'Neill ;og•7Sct 12•THICK GONG.FTC. Ertnearb #5 DOWELS INTO FT6.TO REINF.I V 05 BARS MATCH VERT.REINF. 12'O.G.EA,BOT. 15-4K• Of NEW PROVIDE ADDITIONAL PAIR OF 45 o d �� HORIZ. CE EXTEN51ON TWALL(4 TOTAL I BARS 0 COORDINATE 9'-4' WATERPROOFING BARS WITHIN 12'OF TOP OF WALL) AND DRAINAGE W/ f L w s twi Z 2'++,, °i t of EXTEND 5'MIN.INTO BUILDING WALL ARGH'L DWEf�. h. }^ sue.'��. , oe �v 36-7• T.O.WALL r-------- -- CC, 1j - I'-IdS' [GOORD.W/I 1 �lC n V H-> >a E O �\ ��Q t 1t1. t-y Q- ARC.HL] I I PROVIDE 4 INSTALL 1'-4' C ASV C W U o 5• I SIMPSON ABU44 OR ABUbb =fif SSfC,w. d'C� o`c p V 1'-4• 5• I TD.WALL I STANDOFF BASE 4 FASTEN 1,_4, 4 I,�. ""'- O - 5 a [GOORD.W/ I TO GONG.W/V DIA U U m o 50.1 12'-3' ARCHL] t^ EPDXIED THREADED 12'-3' S0.1 2'-3�S g_b• Q 5'-�' GONG.FT6.REINF.W/#4---� I I COORD.W/ARCHI- I I'-7K' GONG•FT6.REINF. 04 2,- .FT6.REINF.W#4 u BARS 0 12.O.G.EA,BOT. \ - I ;'. I eon I BARS o 12'OL.EK BOT. / RS 0 12'O.G.EA.BOT. I ` J 1 r - 12•THICK GONG.FT6. ° r O O 12'THICK GONG.FT6. REINF.W/#5 BARS O r _ ..'..•.. " 1 •, � REWHtJd.BOT. b L---J ---J 1 ---- L-- J L--- L---J REINF.W/#5BAR5o 10'VIA.REINFORCED 3'-2' 1 t^--------_ I 5 3'-y 3'-2' b 12'OL.Eyi.BOT. iS 50.1 3'-2' SONOTUBE PIER TYP. I I T.O.WALL a WINDOW I I 50I I � ISONOTUBE PIER. 50.1 3'-2• (BD.F.MIN.3'-6'BELOW I [ I O [GOORD.W/ARGHL]v T.O.WALL I I 'o- 5' S' f13.OF.MIN 3'-6'BELOW [BD.F.-10'-10] 6RADE) I [-0'-5►4'] --- - - --------- ------------------------ -------- J 1--- --------- - -- ------GRADE)- [B.- -10'-- I -... -- i� I ---- ---- -------- - --- 1 I r-------- -------- --------------- ---------� I PROVIDE#4x4b• -- ---- ----- �- -------- --------- ----- -------- -------� I DIAGONAL REBAR [B.OF.-10'-10'] 1 � I TA.WALL TD.WALL I I I AT RE-ENTRANT= I I [-0'_5y4•] 0 BEAM I I SLAB CORNERS. TD.WALL I I ADJACENT T®' T.O.WALL I I POCKET `D I I [-o'-z►4] '� I UNIT I POCKET o 1 T.O.WALL 0 WINDOW ' [-2'-39'4) O I I ELEV.EV T.O.WALL T.O.SLAB O I I FOUNDATION �e TD.WALL 0 WINDOW I [COORD.WJ 1\-T.O.WALL (COORD.W/ARGHL] ;- O I I e BEAM POCKET = I ` 1 [-2'-33'�l [�D,W/ARCHL] I , TD.WALL I T ir ARGHL] - [COORD.W/6L.] I I - I '. [COORO.W/ I I I .71 COORDINATE PROVIDE t INSTALL 1�' 10'WALL I i I SLAB DETAIL o1 I 10'WALL PROVIDE 4 INSTALL)4' _ COORDINATE I ARGW'L] I H WATERPROOFING r-- SLAB GAP AND 1'-10•FT6. 'SMIN6FIELD'GAP AND 1 I I AND DRAINAGE W/ I I �`` PLATES AT ALL `�I O 1 I-10 FT6. BASE PLATES AT ALL I I AND DRATERPRNI AGE W/ 1 1 LALLY GOURIJS,TYP. LALLY COLUMNS,TYP. ARGHL Dw65. I{ I I I QI I I v� ARCHL DW65. I - I i 4•NORMAL W.GONG. gl I i I w I 5 ' I I I 5LAB•ON-6RADE. PROVIDE 05 BARS AT 24'O.G v I I I 50.2 SEE DETAIL --- I 5 r-- PROVIDE#5 BARS AT 24'OL. VERTICALLY 4 HORIZONTALLY 0 5O'2 1 I' PROVIDE 4 INSTALL h,GAP AND 50.1 I^ VERTICALLY 4 HORIZONTALLY GENTERE•D ON WALL.PROVIDE O I I PROVIDE 4 INSTALL V GAP AND I I I'-10' 12'-69.' I I TD.WALL BASE PLATES AT ALL H55 1 I G13ITERID ON WALL.PROVIDE #5 DOWELS INTO FT6�T T.MATCH O 1 1 BASE PLATES AT ALL W55 TD.WALL 1 1 [-0'-Sys'] COLUMNS,TYP.BASE PLATES p- I p #5 DOWELS INTO FT6.TO GOLL"6,TYP.BASE PLATES I SHALL BE SUBMITTED W/STEEL ' I SHOP DRAWING; _ _-- TD.WALL ILL MATCH VERT.REINF. u► LL I TD.WALL 12•THICK GONG.FT6. r---BEAM SHALL BE BITTED W/STEEL in REINF.W/04 BARS 0 - m 1 pO(,ICET I 1 SHOP DRAWINGS I I I I - I 0 BEAMT I Q REINF.W/#4 BARS 0 C�J I n I ( 12•THICK GONG.FT6. Q 12'OL.EA,BOT. [-I'-M;] I I TD.SLAB. I• 1 'I I T.O.SLAB I _Irk.rt I - 12.OL.EA,BOT. Z O I I .• 19 I I I [ 41 I Q [BDF.MIN 3'-6' I SC I I SLAB DETAIL r , THICK SLAB. 1 HIV'�'�• I I I N I -J �y I CL- 1 0 I I 5ff DETAIL I I i 1 I I [BO.F.MIN 3'-b' � BELOW GRADE] I , I Lam----J / 50.) ' L I I I I I SLAB DETAIL g - - EA 1 •. I I BELOW 6RADE] Z �^ I Ib'-�O#.' 4 NORMAL WT.GONG I 1 4 I I ( 50.1 , I I I/ Q N 6'WALL I 1 5LAB-ON•6RADE. m I 4'NORMAL WT.GONG. Ib'•-CN': I SM DETAIL TD.WALL I I I`� I I TYP I TD.WALL SLAB-ON-RARE. I I b'WALL I- 7 e BEAM POCKET I I 1 1 3 I ;415 0 BEAM POCKET SEE DETAIL I I Q �- 0 :p [-I'd`4'] I I 50.1 T.O.WALL [444"1 I O TYP [-O'-9'4*1 � I Z Z DPROVIDE CONT.#4 BAR I 3 PROVIDE ELEVATOR PIT FT6.STEPS I I 6.STEPS W/ I PROVIDE ELEVATOR PIT 3 1 ' I cnCENTERED AT TOP OF I FOR ELEVATOR OPTION $'-0' H EVATOR PTION - 1=1 EV TOR OPTION I 'O� FOR ELEVATOR OPTION <�O I I •' Z 2'-5>:• 50.i 1 I I I W/ARCH PROVIDE GONT.#4 BAR WALL AND CONTINUOUS I GOORD.W/ .j ,,p� 1 1 2'-5+: �ANC� O O Q BEVELED 2x3 SHEAR KEY I O O I I TD.WALL 1.- AT WALL BASE I T.O.WALL '~ r I 2x3 SHEAR KEY AT WAIL CL I T.O.WALL r -- + 0 BEAM POCKET I' 20'-2' I I [ -Sy4] -10. i 0 BEAAMM POCKET + -- U L u; 26 [-I-�4] i T.O.WALL 15" I w U Q a BEAM I • 2b 1 I I o T.O WALL50.1 I 1 m _ a BEAM 1 •' I I I POCKET I o o I I T.O. _Q 50•I TD.WALL I I .1 1 1 [[POCiKEJ I I aBFAM b 3 I �---- 4--t- APP'L -�D.F._IO=1O•- ----- ---- I 4 6 eBEAM P PROVIDE(4)#4 VERT. I 1 --J POCKET 50.1 TD.BEV. I 1 -f e 1 TD. Y? 50.1 POCKET l-- [-by4 J I 1 PROVIDE#4x46' [-I'�'4�51M ''' [a' '� Q PIT PROVIDE#4x48' I PROVIDE(4)#4 VERT. - V.-10'-6' 1 ��1 L FJ E1/.10 [BDF.-10'-10'] DIAGONAL REBAR BARS AT PIER 1 L DIA60��AR [BD.F.-10'-10'] ------ ---- SIM [-I�4 r---- -- I AT RE-ENTRANT SLAB CAORNERS. ----------- ---- - --- - --------- -� -- ---- --------- m I I - - BARS AT PIER AT RE-ENTRANT - 1 1 I SIM C 1 I SLAB CORNERS. 10 I Ir - 1 r----------- - --- --- ------ 1 -- --- --- ---- ------- FT6.5 W/ [B.OF.-II'-10'] 50.1 O •I. I r 1 10 TD.WAIL I I ELEVATOR OPTION W/ ATOR o I 10'WALL I I TO.WALL I'-0' 1 I I! PROVIDE 4 INSTALL 1 50.1 50.1 1 I( PROVIDE 4 INSTALL I - I 0 BEAM 1 IN THE EVENT OF 5EP TE I FT6.5 W/ I W/ ATOR 1 e BEAM � I BEAM POGKE7 AND P.T. I FT6.STEPS W/ BEAM POCKET AND P.T. I I POCKET 1 BEARING PLATE TO POUR5,PROVIDE 4 IN5T 05 1 I B�VATOR OPTI I I'-10'FT6. ELEVATOR OPTION BEARING PLATE TO I POCKET I I I [-I'-by4'] I x 30'LONG DOWELS a 12' I i SLAB DETAIL I FT6.5 W/ 14�y4] I I I'-0'I I O I I I I ACCOMMODATE BEAM. WALL I I ELP/A OPTION ACCOMMODATE BEAM. I ( I I r Q PROTECT UNTREATED FDN W/b' I 50'1 I I VERT.DRILLED t EPDXI®I O 1 SIM TD.WALL 1 PROTECT UNTREATED b'WALL 1 I I 1 I 1 :• I LUMB�WITH BUILDING 1 I L kOER WITH BUILDING r t` FELT.TYP. 3 1 I' I I b 0 BEAM I I' I I b'WALL W 1 SLAB DETAIL 4'NORMAL WT.GONG. POST I I SLAB DETAIL FELT,TYP. I I I q O 1 b•FT6. I _ J l I I 1 ,, SO.I 50.2 1 I^ o SLAB-ON-GRADE. 1 so [-r-r�y]s, 1 r I I I - I I;. I'-b•FT -J _ I I �IM I �- SEE DETAIL PROVIDE 4 INSTALL 1 I 1 50.1 �+ I I L _-L 1.L BEAM POCKET AND P.T. 1 o I 5 I --=- _ BEARING PLATE TO r .WAIL :; x L --- --] I 50•I t•- L4'NORMAL Kr.GONG. �1 1 ACCOMMODATE BEAM. 1 e t I }}� 50.1 10'WALL 1 1 1 [ I m PROTECT UNTREATED I I O �'1 �' 1 4•SLAB-0N f�RADE. �i SIM I - --- J x rl W PROVIDE(4)#4 VERT. I I I 1 SEE DETAIL p N LUMBER WITH BUILDING I O 4 I op I 10'WALL i PROVIDE(4)#4 VERT. - 8 1 I I-1' 4 J In l SEE DETAIL B AT PIER 1 1 1 7 I u T.O.SLAB FELT 1 ; 1 : I 1'-10"FT6. 1 t3EV.-I'-0'® I I I 4 I I'-l0'FT6. I BARS AT PIER I I T.O.SLAB I 1 d Q GARAGE DOORS TD.WALL I Q N 1 2 TD. p 1 I 3 • 5 I ELEV.EV.-1'-0"O GARAGE DOORS 1 i [-0'-5y4] I 1 TD.WALL 1 I tom"-0"0 F 1 1 I 5 E O if I ] IN THE EVENT OF SEPARATE ( [-0'-51'4'] 1 GARAGE DOORS d I POURS,PROVIDE 4 INSTALL#5 I I 0 I 50.1 ? O I I 1 x 30'LONG DOWEL5 a 12"O.C. I I 0 1 I 1 I I I VERT.DRII 1 4 EPDXIED INTO I I I t o _� W �i I •, I i .:• 1 co IN THE EVENT OF SEPARATE I � FDN.W/6 EMBED. 1 - r I IN THE EVENT OF SEPARATE 'p I 10'WALL I POURS,PROVIDE 4 INSTALL 05 I TD.WALL LL - ----- I `Q O I I x 30'LONG DOWELS O 12'OL. POURS,PROVIDE 4 INSTALL#5 I 10'WALL 1 W m 1 I VERT.DRILLED 4 EPDXIED INTO �D 1 b O DOOR ;, I I I I 3 x 30'LONG DOWELS a 12'OL. f I I Q c 1 I'-IO'FT6. 1 .' I [-I'-8'1 ' b WALL N VERT.DRILL S7 4 EPDXIED INTO I l A - FDN W/b 13�. 50.1 1 .pl I 50.2 FDN.W/6'EMBED. 1 I'-10'FT6. I O 1 T.O.WALL TD.WALL 1 L ----- -- -- -------J tD `I•I SIM T io I^ NZ 1 I I [-O'-Sy41 4 0 DOOR 1 ------ - ---- ---- -- -- ----- ----- J LLI I T.O.WALL DOOR HALLTA.WALL 1 I m I o -o'-5y4 I I ° I I [-r-b•] T[ WALL I -- --- --- ---- - - I ml I [o'-Sy4'] [-r-b•] _ I I I b � o i 1 - -- --==--=- - _=-- --- -==L- r 4 [BDF.-4'��7 :; - 1=J ------ ----- - ---- ''� I I 1 r- f' I n Q I r I _--__-__ II I --- ------ -- -- - - I `-L--.- - --J I I-------- ------I m -Las• '-IOK• L - ro.wALl 4 I [-- _ -------- i I tr-lors• 4 `^ x ----------- -------- 8 50.1 I b'-0• 10 I 50.1 - ------ ---------- SIM Sib'-3'GOORD.W/ARCH'L 51M b 50.1 50.1 tl6'-3' tlb'-3' 14'-b' t4'-,"- GOORD.W/ARGHL tl'-105' !I'-IGyS' COORD.W/ARCHL t4'-4K' 14'-b' S'�' A FOUNDATION PLAN-CLUSTER Y-E&RE55 WINDOWS FOOTING 5GHEDULE SCALE:1/4'=1'-O' FOOTING FOOTING ID TAG, SIZE REINFORCING, x O.G. NOTE: FOUNDATION PLAN NOTES: 2'-0'x2'-0"xl2'THICK (3)#4 EA BOT. REFER TO INDIVIDUAL BU I LD I NC 1. T.O.FIRST FLOOR 5UB FLOOR SHALL BE GALLED ELEVATION O'-O• 6.G. NOTE: _ 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUTS,UNDERFRCUIND UTILITIES, F25 2'-b'x2'-b"xl2'THICK (4)#4 EA.BOT. REFER TO INDIVIDUAL BU I LD i N6 PIERS,FOOTINGS,SLABS,AND ALL OTHER ITEMS SHALL BE FULLY 000RDINATED WITH CIVIL, F3 3'-O•x3'-O"xl2'THICK (4)#4 Ell.WT. DRAWIN65 FOR DETAIL5 AND o°�TTiuAL.M GHANIGAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWIN65 PRIOR 4'-o'x4'-O"xI2'TWIuc (5)#5 E.W.BOT. DRAHIN65 FOR DETAILS AND INFORMATION 3. 'LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE CUT-OUTS,DIMENSIONS, ELEVATIONS, SHELVES,PIERS. T�ABS ADD'L INFORMATION V THICK'SPRINOFIELD•GAP AND BASE PLATES AT ALL LALLY COLUMNS. AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH 4. SEE GENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION 4 SPECIFICATIONS CIVIL,6EOTECHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRANN65 PRIOR TO CONSTRUCTION. i 1—� 1 � I ...............--•- ----_ - -- I ............- .................•-- __ I.......... - ------- Z v c a CC Ovj o ----------------- 0 GULJ ° v u y r� i ii• ; ' 1 u oI I iti.I i!\1 . ---- i I �, 1 I .�� Fa �. I I , `:' I''' ii'I' •t: ,,: - .....................-. .......-- i''� Itl �i'�IIII,I J I! 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NOTE: SEE/.%1'-0"SCALE DWG's ON'A' SEE 1'-0"SCALE DWG's ON"CI RIGHT' SEE P=1'-0'SCALE DWG's ON'CI LEFT' SEE I%0'SCALE DWG's ON A SEE%"=I'-0"SCALE DWG's ON'CI RIGHT"/_:I'-O"SCALE DWG's ON'CI LEFT' OZU SET FOR ADDITIONAL INFO SET FOR ADDITIONAL INFO SET FOR ADDITIONAL INFO SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO SET FOR ADDITIONAL INFO LL_ In � FIRST FLOOR PLAN ROOF PLAN w J2 SCALE:1/8'-I'-0' U wSCALE:I/8'=1'-O' Q � W UQ H 102-O <6-10 2?- ------------- ---------- ----------- ---- - e I I ___________________ - T.O.W.=290.73 'zoeIL ` zLLJ v^ , V\ ca L- � - ------------------------- +30134 +30134! u_ ill 177 El - ------------------- ,--------- -+ i UNIT TYPE LEFT' ( UNIT TYPE A 077 UNIT TYPE RIGHT- 076 UNIT TYPE'CI LEFT' 087 UNIT TYPE A 077 UNIT TYPE RIGHT) 076 NOTE: NOTE: OTE NOTE F1 I 9il "CI LEFT" SEE/' 1'-0"SCALE DWG's ON"A" SEE X%1'-0"SCALE DWG's ON"CI RIGHT- SEE XV=1'-0"SCALE DWG's ON Z NSEE Y A SEE/=1'-0"SCALE DWr,'s ON"CI RIGHT'SEE/=1'-J"SCALE DWG's ON NOTE: NyTE: F SSET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO SET FOR ADDITIONAL INFO. E OR , ADDITIONAL INFO SET FOR ADDITIONAL INFO. ry - Y BASEMENT FLOOR PLAN SECOND FLOOR PLAN SCALE:1/8'=1'-0' SCALE:1/8'=I'-0' Z Z I++ E T W(' iCC OJ ✓�-�' sn N N U Q N� >A COS 54 , o- 0 _ v a`+ u x u o --- -- -- ---- - - _... y r� — en .. EH m mH....._.................. law. - -..:.. .. I - -------- luM �H W . ........... 2 T.O.SUBFLOOR\ -- - - - TOO SUBFLOOR ......................... --------- -------- - --.._._. --I 2 ......................._....._ --------------- ® ® ® ® ® � ® ® i� ® ® �' iEER ' C) I....------. • MI. ®® •_. _ ._ r_--• _- z. Z T O SUBFLOOR i- TO SUBFLOOR I I I I I II i - I I I I 1 1 ----- ILr� 1 I_____________________ J__ I I IFT�Ir T� I I_______________________ _-__---___-_____-_-_ I 1 --------- T-r--------- - L_J I I IL�JIL LJI 1 `------------J I P-T'fL 1 S T.O.SLAB ——— i i T.O.SLAB r �.- _____________________ _________�. ___J___ v) O ----------- --------------------------------------------------- ---- UNIT TYPE'Cl LEFT' 079 UNIT TYPE•A• 077 UNIT TYP UNIT TYPE'CI LEFT 07B 7— 04 O � NOTE NOTE: NOTE: SEE'-=1'-0-SCALE DWG's ON"CI LEFT- SEE y 1'-0-SCALE DWG's ON W SEE Y,,-=1•-0'SC SEE NOTE: .%I'-0-SCALE DWG's ON"Cl LEFT- I Q N SET FOR ADDITIONAL INFO SET FOR ADDITIONAL INFO. SET FOR 4DD1T1 SET FOR ADDITIONAL INFO. >Lu �- W � � C FRONT ELEVATION {3 LEFT ELEVATION Q o SCALE 1/8•=1'-0' a SCALE 1/8' 1'-0" O 0 U EE N a) z w Q 0 O F— X w iLI J 6i W Q Q to C3 / 102-0' / , , _.. 1 s ® ® ® lpi M®® ul® - = o _.___ CL J - 1 I —--- , 2 v4lkT 0 SUBFLOOR - — --� 2 TO SUBFLOOR Z - ----- _ � � — — --- — - mim .-► F- 0 Cq El LJ H-1 1-1 1 HE. Ld Lj Lb E EE ------------ r— ——— T 0 SUBFLOOR — i ~— — — -" _--_--_ —_—_—_—.—.—_—.— T O SUBFLOOR 1 --- i i � I I I I r 1 1 , l i I �LY=fTr �i 1 U U l I I I r-rJ1�rr� 1 J f+��'L�I I ( L--_l f.1 L____ 1 1 `�IIL�.� ` L.L A ; I ,L-L J'-nl '' I Sri T.0 SLAB -----r'—•-----•—•-----—•---•—•—•—•------—-—•. -—---—- —-—•—- r �-------—-—-—-—-—-—-—-—-—-—-—-—-—------ T O SLAB -------------- ---------------------------- I_——-- ——. . .———- -. - J `--------_—_—_—_—_—_— _—_—_—_—__- __—_—_ L ______________ ---------------------------------------- L_________________-______-_______-__________-__-_______-___1_____-_--_--- UNIT t= TYPE'CI RIGHT' 076 \ UNIT TYPE'A' 0� UNIT TYPE'CI LEFT' UNIT TYPE'Cl RIGH 076 I x NOTE- NOTE. NOTE: ; NOTE: ! : SEE Y"=1'-0-SCALE DWG's ON"i_I RIGHT' SEE Y_'=1'-0`SCALE DWG's ON W SEE X%1'-0'SCALE DWG's ON'CI LEFT' SEEX'=I'-0-SCALE DWG's ON"Cl RIGHT' SET FOR ADDITIONAL INFO SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. z 2 REAR ELEVATION ARIGHT ELEVATION SCALE 1/8'=1'-0• 4/ SCALE:1/8'=1'-0' r Y t ' L i r t Y n Y rKIN FIEL EVELOPMENT DRAWING LIST �� A0.0 SPECIFICATIONS NIT ' 13 PRIMROSE LANE A0.1 ARCHITECTURAL SITE PLAN A1.0 FLOOR PLANS 1 29m25=1 =1 m92 Al A FLOOR PLANS A2.0 EXTERIOR ELEVATIONS INTERNATIONAL DRIVE A3.0 WALL SECTIONS & DETAILS RYE BROOK, NEW YORK A3.1 WALL SECTIONS & DETAILS Solo FOUNDATION PLAN SC RYE BROOK PARTNERS, LLC So.1 DETAILS 5 International Drive, Suite 114 So.2 DETAILS Rye Bro k NY 10573 S0.3 GENERAL NOTES S1.0 FIRST FLOOR FRAMING S1.1 DETAILS S2.0 SECOND FLOOR/ ROOF FRAMING NYS Uniform Fire Prevention & Uniform Building Code: S3.0 SHEARWALL PLANS 2015 International Building Code,3rd printing 2015 International Residential Code,2nd printing H0.0 HVAC LEGEND, GENERAL NOTES & DETAILS 2015 International Fire Code, 3rd printing H0.1 HVAC DETAILS 2015 International Energy Conservation Code, 2nd printing H0.2 HVAC SPECIFICATIONS ' 2015 International Plumbing Code, 3rd printing H1.0 HVAC BASEMENT FLOOR PLANS 2015 International Mechanical Code,3rd printing HI A HVAC FIRST & SECOND FLOOR PLANS 2015 International Fuel Gas Code,3rd printing H1.2 HVAC ROOF PLAN 2014 National Electrical Code 2016 Uniform Code Supplement E-0 ELECTRICAL LEGEND, NOTES, SCHEDULES, DIAGRAM 2016 Energy Conservation Code Supplement E-1 ELECTRICAL BASEMENT FLOOR PLANS 2009 ICC 117.1 Accessible & Usable Building and Facilities E-2 ELECTRICAL FIRST & SECOND FLOOR PLANS Project Criteria: P-0 PLUMBING LEGEND NOTES SCHEDULES DETAILS Use Group: R-2 � � � Construction type: 56 P-1 PLUMBING BASEMENT FLOOR PLANS P-2 PLUMBING FIRST & SECOND FLOOR PLANS Area: 3,200 sq.ft. Volume: 28,023 cu.ft. P-3 PLUMBING ROOF PLAN M-0 HVAC MECHANICAL, NOTES, SCHEDULES M-1 HVAC BASEMENT FLOOR PLANS M-2 HVAC FIRST & SECOND FLOOR PLANS 7 Thurston Avenue Structural Consultant M-3 HVAC MECHANICAL ROOF PLAN Newport, RI 02840 Camera/O'neill Engineers 117 Black Point Lane CordtsenDesign.com 401.619.4689 Portsmouth, RI 02871 MEP&P Consultant D ECEdWIEDI James A. Koppenhaver IRI 304 Logan Avenue JAN 2 3 00' 20 C O R D T S E N Wyomissing, PA 09610 DESIGN VILLAGE OF RYE BROOK ARCHITECTURE BUILDING DEPARTMENT GENERAL CONDITIONS CAST IN PLACE CONCRETE ROUGH CARPENTRY(CONTINUED) DOORS AND WINDOWS(CONTINUED) THERMAL SEALING GUIDELINES CONTIN!LED) AL_Cf1:=_S H4V V;..u.eis icT`4 SHALL B=)PSEk,ED STRICTLr IN THE!:OVSTRI:RT O\0=THE P?!)..EC-. 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(C-BENT.•PCRT-4UD C=M=NT ASTv C-I5v-r'E I CR 11. OESIGNI 4\D FABRIC4TI,^,N CF TF==5L SHALL BE A';MM.FArTIRED BY'AEYERHAE,.:ER ICE:'=_.rCdJN_rTr.RS CLJ3-CM y LL 4 RI'I.AT M L�'LC W rJ)01u; PRONGC SHO'7R4(V V3S-0 AtCFITCCT.-OR RCJICV.. 1181(iFt-III FAC-0`N F•IEv'()in?Y S-N i AIR I MD FR IXA.IS NOI A(.;.-P A-1- -EiHll OL=S,Oi Tl-==4_.R=:F TFE DJ LEER-0 Ca:f GJT TOE Norr,IN ACCO<DA'ICE Y,17H--= If'a'IF.'R:l:L-nN.CUTA31 F AVIi N,IK I)h I?I`1hNIN Iv;:CN::Rt'- GE ASTM A-35.PRIMED.GALVAN.Z=C AS-v A-23 0?COATED W-H ZINC:RICH?AINT AS NOTED In CGtITRAC- 01 i:RHL'1I)D(N1K: .4 1 1 C11 D i•'-ANI R. '?MI 3 I'AINI A-L SCI:S.-W';VIUL SHOT'PAAIN'sS IJ ARCH C1. DRAWINGS OR--E RECU:R=D CODES .I(;GRI:GATE.=1.VC AND COATS=,\ORiML ADGHT AGGREG4'=S.ASTM C-33. DRAWINGS.KEEP DRY ANU HANDLE W Ti CARE TO PREVENT DAMAGE 10 SCAMS.COORDINATE W!T-STRJC T FOR REVIEW GARn;F DOOR O=FNFR S-ECT-D 6Y CAIWE? ACOUSTIC SEALING GUIDELINES a�AR .4l)A11\7'C'Rl V.At?FNiPAINEC 1"'F,AS v:76J ANT;WAI=k R-IAA:IK:i'\{t A•AS-v C L9L AI ::2W-RF F DIY S. I. AIR BORNE Sd_ND /1ALLS.=ART'T:ONS ANC=_OCP,CEILING ASSEi'DLI=S^_�EP'ARLTINC:EAVEL_1VC-UVITS=R•_4' '� �. / OV IF'AC TJI?SHA L AP'Lv FOR C6I AIN,MD PAY-OR N L NECESSARY P=RMI I S HEOURFJ-J P=R=;Fl_HF EXPOSED TO=RE=Z\G&TFAW{VG.6a-8%.O-HER LCi.RRE7=:2.,-/.Q;. TINC tLEtTERIOR IV4LL 2x6 IVOCD ST,O`,i G 6'J ULESS 0-H=RIV'S=VU-=D FINISH CARPENTRY AND MILLWORK -A(f I,^,TIIE?GR FROM ItJ?IC GYi SERVICF AztAS y N L I IAV=A S:AJN1; ?ANSMI:SI:!n*,1_ASS(S C)kA LING 0- (��lb�(�Q�C �� WOR' SL6M_C.OF ES-0 OANER MD ARC-ITECT , " a"•I'v TT77CAL iVTERIOR FALL:2X4 WOOD STUDS 0 16'D.c.,UN_=_SS 0-HERWISE VOTED FL.RNISH AND INSTA__-F='CL_CA NO. 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THE=O__OI\\G S=ECIF CA-ION SHALL GOiERN W--MCDIFICAT CNS AS SP'ECIFI=D H=f'ERJ.4S-RAE HAND?x)r\ K1T(/Ih.'.\�8.1771 PLI:6/K/\(;Fl.\Tl A(k'S.E.4J'1'LL4NC't;S:SELECTED 3v OVINE? q SJPERV S=ALL COVSTRLCTIOV 4C-VITi'AND NSFECT ALL WORK CONSTP,LICTED FOR CCMPJ4NCE V,ITI-11= TICS.RUB W T-I CONCRETE BRICK TC S"00--4 PRCU=CTICIS ANC.;O.;GH SPOTS. OF 7UnCAM:NTA_S. ELF.C7RIC:41.F/\7'(�KFS:SF=CTED BY OWNER 3.OPENINGS AND PEKE-RATIONS N CONS-'RUCTION ASSEMBLIES FCR r1PN;.E_=I_TRICA_)EV CES.R='=SSE) N CONTRACT DCCUME\TS. FLOORSL4JAS(LV7ERIOR)FI.\LTII.SMOOTH,STEEL TROWEL FIN SF INSTALL CONTROL AND EXPANSION JOINTS INS-ALL FLASHING AlD SHEET META_IN COMELIANCE WITH'4RCHITEC-UPAL SHEET METAL MANUAL'BY iN)ORHARDUARF'.SELECTED 3v OWNED CABINETS.84THTLOS.SO==TS OR HEATING.VENTILATING QR EXI WUST DLC-S SHALL BE SEA_=D.LIKED AS REOJIRED. SMACNA MEDICL\E C,48L\IET.•"=D C I JE CAB[NET TO 3=L0:A-=D 11.EACH BATHROOM(vC) SELE�ED BY JWI._R. NS.,JI,EO OR O'iERWJSF-W.ATED TO VAINTNN TFt R=(.ILIR=D STD.RATING CF-I--AS SFMt?Y 9. COVTPACTC•'P SHA-L BEING ERPOPS AND CMISSIONS V,-C-MAv CCC_?IN CCNTRACT D(iZ-vCVTS TO THC .L\(110RBOL7S.Y�CIA.N V.)F-ACED i.'-C C.C.'MANE)I ITERM=CI4-E S=AC NG"INIYf V;21 BOLTS=ER=�4-= LVIL'RIOKS'7.4/1U.'PROV{L'_ALL k=0JIRLD S IR.0 IU�,AL AMA_`S S AN.)DESIGN FOR S=L--SLPP:+21 NG 11OGJ AT TEVFIOV OF THE ARCHITECT Ih WRITING AND WRI TTEN INSTRUCTIONS SHALL BE OBTAIN-D 3F.-OR- SEC'ION,12'MIN.FROM PLATE END. 3. GALVAN ZED SHEET FLASHING S-ALL CONFORM TO ASTM A 653/A 653v AITH Z NC COAT NG OF 1.25 OZ P=P S-A!RS.S-AIRS S-AL-3E SELF-SUP=GRTED FROM CNE=_OOR TO T"E NEXT.AJ_PAR-S OF--E STAIR SELECTED L FLOOR ASSEMBLIES THAT AR-CARPET;D GENERALLY MEET TFE MINIM_v C R-OJII<-MFN S.-LOCR PROCEED NG WITH THE WORK,.THC CONTRAC-OR WILL BE FOLD RCSPONISIB_E FO?--C RESLL-S 0=ANY SOFT.AND.20%COPPER BEAR KG.ZL GA.DESIGNATION G 90 HOT DIPPED GALVANIZ_C.MILL P-4OSf'-ATIZ=D By OWNER. STRUCTURAL STEEL DLL!£STOAF TER2ICE:EXTERIOR 11'.'B_,E�TON[.RANDOM.BCC-QVGIJLAR SH4'ED SLABS 4-AL_EXTERIOR 1` LIES WITH HAPJ S?FACE FINISHES SUCH AS TILE.WOJ>D i}R V VY_GEVERA_L"REOl11=E AGD TIOVAL E?kORS CISCCFI'MCIES OR OMISSIONS IN THE CONTACT CIJCUI`FNTS,OF M IU 111E CONTRACTOR FAII F� -- _ - _ 4. NCN R=1NF0?CED FLEXIBLE 3L4"K=1ASTIC SHEET F_4S-KG i0 TO 65 MILS'FICKVESS A "^MP f AITH L +I - - +,__ ACOUSTIC&!TREATMENT OR NSULATION TO Mf=T THE M VIM-v 11"R"O.n rmm-S. -0 JCi 1='THE LRC-ITEC-BEFORE COISTRI.CTIC4J AND/CR=AGRIr�T10 J CF-HE WORK r.ANIEH 4\D INS A_L -E rC_LOV,N3.A NEEDED,S=_ ;I1R RA_DRA'IANZS FOR M•OR=IN-ORMATION g - - ` - SF L_ _ -ERR CES AND_AN.,INCS.AS SHOWN ON TFE S TE..ND CP FLOOR PLANS&DETAILS STONE T„__SET IV- ` THE-O__OIV\G:S-C•RE A HARDALSS.ASTM D-22'.0.-CNS J STRENG7H:AS"M C-'.2.TEAR R--SISTAVr_= MOR"AR BCU CA CURED.SLOP=D COKCP_TC SLAB.v_R rY`STOVE TvP:AND=ATTCRN NITH ARCHI-ECT=RIOR TO THEY SHALL QVERRI7E 4V'f pJ=_I:A IMF MQT C4J P i0V17E7 4f I ARCHI-ECTIfAL DRAVJIhJGS) ASTM D-62L,D E C-ULTIMATE t ONIGATIC\.ASTM D-411.LOW TEMP.HRI-T,_EKr>:nS-"D-{I49.O/O`,L 5.THE FIRST ESSENTIA_FOR(A RBOR\IE-SOLq\0 ISCLQT ON USING 4W SYST_M IS-0 CLOSE Cr-AIR LEAK:ANU/03 cii ORDERI`4.PROV CE CONSISTC\JTA'MORTA3 OIN-S.CC_OR 8 TEXTl.4C TO 3E APPROVED BY ARCHI TCCT NSTALL Z D -F=CON-RACTOR AVD SUBCONTRACTOR SH4J_VER=f ALL D vENS ONS AND vC3 CONDIT DNS AT TFE vCG AGING.ASTM C-IIL9,HEAT AGING.ASTM C•573. C c ' -vc " c SITE SJFFICIFVTLV IV ADVANCE OF WO3K TO RE P=R=GRMED TO ASSURE GP,%ERI_Y??CG?ESS OF T-E WC4RK .STEli_SIIAPES PIsITF.SA,\D BARS:ASTM A 992 ASTM A-3b .OV I k:)I.nN;-X1 ANiI:)IN JLIV I.,AS?-OI.IR-D =LAVKIh,,ATHS BY WI'IC�NOISE CAN GO TFROIJGIi OR ARdDVD TI E:,�_TEA SAL_CR4CKD OR IOlES A L_ O FA7*ER/OR DOOR 4\'I)fillVO011'C4.SING.CF1 LUNAR W'.AZ=K OIi FOJAL.5/_i6 JAMHS 31 HEADS rl//%'SCO IA NCP.EASE THE SOUI•.D TRANSMISSICM AT T-E HIGHER FREOUENCI_S THIS CAI I-AVE A D=TR MENTAL EFFECT 01. RE(T.4LVGUL4RSTEEL TUBE(I)LUA1!\S;STR,CTJRAL COLD-=ORE ED STEEL.ASTM 4-:,CD.GRAD=D 5. 16 CZ.COLD ROLLED.RED COPPER AT SCU'PERS.R=CESS=D ROCF FANS. \STALL P=D CCPPCR IVHCR= &`,IL S_O:TU CAP.2' ISIUkIC SI-L FIELD CUI TO-II IIIE R-OUIR-U SIZ=.Rt--k 10 EX--kION E_=VAI0'%S A\D TIIF OVERA_�4CCUS-IC=FRF0RM4VCE AND Ttl=STC VA.•IF PA;TICU,�AR1 Y FOR IIGl FR A:'-(ISTICA I Y RATE N 1 II. CONiPACIORS SHA L MAINTAIN H-PR-ANISES CLEAN MD FREE 0=AI_L FIR/\SJ..DEBRIS AND SHA_1 F-,IFC.'I COLD-f(1R1fE0A1f.T.4L FR4A1L\II;C SHAPED SiFEt SIJ)S.E GA ASIv A•Li.6. SOLDER D JOINTS 8 SEAMS ARE REOU.RLD.INSTALL RED CO11'ER FLASHING Ai ALI Di1P CAPS.DR r'EDGE'S AI D=TAILS FVR S=ECI=IC LOCAThAaS CF EXTERIOR TR v'. SYSTEMS.FAILUi<E TO OBSERI'E SPECIAL CON_TRJCT Drl PRECAUTIO,IS C4V REDUCE T-E=FFEC-JEN_SS OF w ALL ADJACENT V1ORK FROM DAMAGE.SOILING,PAINT OVERS?RAY,ETC.ALL FIXTURES,EQUIPMENT,GLAZ\G. ,87EEL PIPE:ASTM 4-53 TYPE E OR S.GRADE B. RAKES AND EAVES,STEPPED AT ROOF INTERSECTIONS WITH WALLS.ABOVE EXTERIOR RUNNING iF9M•BENDS CF AfLtG FXTF.RIOR TR1:1I,•IR C<'.EL_JLA4 PVC,AZEK OR EQUAL.Ix CELLULAR RC S�r"ET WHEN REQU RED-RIFT THE PLANNED SCLKD CONTROL METHODS. w I I OARS. I-,ms\I'. I r I CI AK AKI:RP:A 1'=Ck(},;CU II'ANZY U'CK CC4 F'1(I ION CI -H I'?RJ..I C:1. .1\'('NOR 1JUL7S:ASTM A-3D7. W,NDOWIS AND COO?CAS NGS.SILL P44S UNDER ALL DOORS AND&'lY•011 ER REQ,.fREL_')C:A I INNS AS I S ICI DER--AI1 II_.5.THICK F'IJ'SELL_BE U1SED A-LOCATIO.1r TH4T ARE AWACEI IT-O L f`WA-L S DII.G ROLM"-ASTM A-323.-Y,CIA. R=OUIRCD TO PROVIDE WAT=FcTIG-IT/'AEAT:iERPP,OO=PERFORMANCE. FIELD CU�IC-I I k=ilURFJ SI/F.y 6 SYSTEMS SIIA L Bc ANIIGII.RECESSED WAIL FIX-LRES SjZ,,.AS M=INCINIF CANINE-S,(kR ht tCIHICAI 12. S•JOP V,WWIKGS AR=?EQIJIREO-OR STRUCTURAL.MECHANICAL.ELECTRICAL ANC SIC=CIALIZ=D IV,ST4L1_4TIO.V:COM=LY W TH CUFRFK-/JSi'CODES AND SP=CIFICATIONS MID AITII/.WS STRL.CTIJRN WELDING NOTF•ALL FLASHINGS SHALL LAv SUCH THAT ALL LAPS SHI D WATER,WIT=PROFr?OVi RI A'S.ALWAvzi I•:\7F.R10R RA/I.1VQVA.'IO941 kiTi:R.S•SEI-C-=D BY OVINEk _ _ WORK FROM LOW POINT TO HIGH POINT.WATER_11GH T,V/EATHERPRUUF FER-O?MMCF G-FLAS ITN:AKI) I TELE?HOVE,AND TCLEV SION DIA ICES,WIRING.SFR:NAL=R P PCS,ETC..'NHICH PENETRATE THC G\PS-v BOARD, 01 CONSTR CTIO'1.SHOE DRAWINGS SHALL BE SL13MIiII ED TO THE ARCHIT=CT FOR REVIEW FCR COiJFORi4WICE CCDE'AVD CODE CF STANDARD PRACT C=.4-L CONNECTIONS SHALL BE DOUBLE SH=AR CONNECTIONS DETAILED IN I-VIF'ER/OR iY)RCHCf;%1.1nC.VE41 CSOth17S ,t6 BE4D6OA?7 CEJ_l1LAR PVC•4ZEK OP,EOLAL SHE=T METAL WORrc IS PEOURED,WITIMIT RELYING C4J SEALANTS. ,. SHALL NOT 8=LOCATT D BACK-TO BACK OR IV THE SAME STUD C4V IY AVY q'ENIVG F OR SLCF EIXiL1RE5 AKC W TH TH=DESIGN INTENT DF T-C V/GPJL.:N AREAS WH_RC TH=DRAV/IVGS)0 NOT aCPRCSS t iCTF JC1:L0,v AC::C:R:)MCh NI IH NSC RF:11I:EMENIS FO?SUMP E:GKNT::I ICKS.C::NNFi:I I:)hS SHN 11.F 3J Ih !JFR WEI;h: E\TF.R/(1R L'(N.(•If\'COITRS:FFBG'rRMe_AS-=1Rr?GLASS rC?LEAD 3r4?IVG HF?5G I'rRM4VlReP C(LLJLAR Q I'V"FOR NOW t:;&,*A?ING,S-E EX i-1 EVA IONS FOR SIZE 8 SIY E =CP P;PIIN„C{TJ=TS S1JA1 O=CL1T TG--=FRJPER IZ=BIND>=ACED ELE:-;ICQL DEiICES S114LL GE 'H= OK-RACTORS S:4/>_L 8E SOUND TO FE3FORM N ST2 C-COMFLuwCE WITH-H="ANI.=ACTl11RER5 N'ELII/:\GF,LECTK(lU1tS:COMPLY W'iTH AWS DI.CLASS E 70 ELECTF.ODES. ` N BACKPAINF METAL FLASH NGS W TH BITU',INOUS PAINT WH=R=XPECTED TO 6E IN CONTACT WITI FUi'NIS"AND INS-A 1 iH-FO U OWING VSTALLED IN FULL BOYS AND SEAL=D WITH 4 NCN-HARDEN NG S:ALA\T,SUCH AS 3M BRAND FIRE BARRIER S=ECT=CA-INKS AND/Ore RECOMMENDATIONS PRIMI:'R P4/\7; N1Fvrc 99 OR FARR CAi'R'S SIANUNR RFD OXIDE. CFMENTITIO:IS MATERIA S OR DISSIMILAR META S. vPPA.S MOLDABLE=UT-Y PAD OR=OCTAL V7 (;A1.1,A.\'f/.l,\G:ASTM A 123. !;Ifs(:I/11 4//.K(►AR/1: - - S. AI MANJ-ACTURr3S PRINTED WARNINGS FCR HAN71'I G Oi'r RODJCTS MUS-HC STRIC-Y CHSERVLD.--- (ROi.IT.KOK-SHZIK V NON-`'CTALLIC rrcCVIX_D GRO_TWC COMPOI,VD. W.4Tt.R-Rt 1LST L\T:Yz NP=R A_GYPSUM BOAT:SASE OK INTCRtGR SLRCACES Of AL_CEILINGS AN7 WALLS -- - - - - rI 6 ALL4-IINUM GUTTERS AND COI'MSPCUTS P[R 5M4CN4.SE.DRAVINGS-OR LOCATIONS oUT7_R,:COAT tIRER4TEO717't':1". ..Y=SLM BOARD DV WALLS S CEILINGS CF GARAGE 7 TF4E ENTIF.=rEDIM=TER C-4N 4(:OUSTI(AL 4SSE`!BLY SHALL BE"ACE AI;TIi HT J PR=VENT SOLN7 O WORDS'OR EOLAL'AP.E TO BE ASSUMED WHENEVER A S'ECI-IC MANUFAC I L,?ER IS VO tD.P?OV:L't L\2:C[•71OA:'ROVIUE =M•O RAIRY SFIORIKG MC BRACING AS R=O!:IRLV.NO yU3NINFG OF HCLLS.DO NCI JSt 'OG�'S 7 YL_.4j',,'HIGH X 6 W DE W/BRACKET HANGERS&19 c.C.DOWNSPOUTS.CONS.2X-1.I,: FE\L•'L•R 1IL437IR:C,'N=CO41 VtNt-R M.ASIER ON IK'=RIOR Sl,?FACtS O-AL_'EILINGS ANO WALLS tK TRANSMISSON THROJG-1 Tl E ASSEMBLY AND=P=%EMIT SO"=_e\K NG 4RO..N7 THE ASSEMBLY AND THROUGH Q� N PRODUCTS Or 4CCE=TABLE M4NJILFAC T URERS WH CH HAVE BCCN IN SAT SFACTCRv USED K SIMILAR.SE:V1•RC :JTTIING TORCHES IN T-E-{OLD FOR CO•xPECTING FABRICATICN ERRORS 114 TFE STR_CT_RAL rRA`'IIJG CONNECTED TO EVC D7ANS:RF=-R TO CIVII DRAWINGS FOR MORF INFO ON PVC CRNINS, ACCORDANCE I'll-•AS-M C SA/C 7�L,C 944.FINISII OF PLAS'=R ON WA_LS ANC CEIL NGS S-IALL BE S\'OOT I ASSEMBLY PENETRATICNIS -EXIHLE SEN ANT CR M'ACOUS WIN EASY-f SHIA 1 PF I.S=D 10 S=AI HE 1WF-\ f- >` FOR 11?FE fl-A?S.USE EXPERIENCED INSTA-1_Eir-Wlft MINIM-N;HREF Y-ARS INSHAI IN,SAID I'R;JCCX:I. TOL'C1I-LPPAI\T.•IMMEDIATELY AFTER EREC-ION.CJ 4V FIELD WELDS.60--=D C',KNECTIOVS MID ABRADED &•:CAD! rRP P.111,- TFE STC RATE)ASSCv6LY AND ALL DISSIM_AR S-R-AC=S AND ALSO BET/ICON T-C ASSEM?Lv AN7 Stv LAR Q 0 (D DELIVER•HAi.DLC.STORE.AND INS-41 vAT:RIALS IN ACCORIDA ICE WITH r'AKL-ACTURCRS IASTRL'CTIOIJS. AREAS 0=TFE SHOP PAINT'.APPLY PANT-0 EXPOSED AREAS WITF--H S4vE MATEr21A_AS LISEC FOR S-'O= 7 ROOF SHINGLES SHALL BE ASPHALTf19=RG.ASS COMPOSIT ON THREE TAB,CONFORMING TO U.L.CLASS A ;ICCECSOR/FS:=BCRG_4a511CS-JOINT RCN'TO1<CE''�.-.G4_V4NIZED STEEL CORIN_R BEADS.VIIJYL $URFACFS WHERE F'E?IvkTE?RELIEF IS 3f0L'IRID. TH-SPACING M?N_P4i-N Q-vhLI4ANICAL-AS-ALBS 1S U -0 'A NI ING .JSF GA VA\I/ING R-PN R'A NI IC C(jW(,i)AMn;,h)A if-A,D-vA VAN/El:M-M4-Ry AN', C COVER FIR=RESISTANCE.U.L.WIND RESISTANCE ASTM C3/.62 8 ASTM D30 5"Y=E I W'TF A vIK.3C'YEAR MA\.F CI ILNKEL.CAS NG LADS.C�4.-kU_ 0 N S,-IC 4a KEEDED. ALSO 0=GREAT I"=ORTANC=V ACFIEV VG A LAST=C•STC Cot C R-TIN G II- C IL. AL_CODES.TnA7E STANDARDS AID MAnJFACTURERS I'1ST2,,C-IU•S REFEREI ICED III TH=CONTRACT AND PRO-ECT FIELD AE_DS K GALVANIZED MEMBERS WARIZAN TY.Ccl_OR AS S=LECIED By AI&411E,'r.S=hat ES SEAL-iF INSTA-1_EO P-t M.AK;;F•ACIU<Fle`_' Cf:RA.11IC'7'ILL•'-CERAMIC ILL,vNR3LE II_t&ACi-ESSCRIES'_CMILYI\Fo WI H:TILE COUNCIL 0-\C?IH Ahtt?K.A - O DCCLMEK-S SHALL BE THE LA-EST EDITION Q(.,41J7-f'CY)JVTROL:INSPECTION GF F ELD IVE DS SHA-L BE IN ACCORDANCE AITH 4WS STRCTU<AL WEJ�iIG INSPRUCTIONS.PRIOR TO INSTALLING SHINGLES.INSTAI-L GRACE"ICE&WATER SHI=LIY OR A=PROVEL'FRJUAI INC.IV COLORS AND PATTERNS SELECTED BY TIE OWNER=ROM STANDARD COLORS AND PATTERNS OF-J= _ _ , _ _ _ __ _- _ _ U _q' ^, ^ ^ SELF-ADH=RED.RUBBERIZED ASPHALT SHEET LNI)=RLAYMENT AT ALL RIDGES,EAVES,RAKES,VAL_tvS.HIPS• AP=ROICU MAIJU1r4CTLR=R `'AkLrACTUWR TO B=Av:R CAN GLEAN.O2 CERAMIC TILE AND NAPBLE-=CFI.I'S 8 =CRIMETER SEALS 114 WALE ASSEMBLIES IIJ ORDER 1 O BE=FT•CC IV_OCR TFC L_Or TH_BUILDIIG SCALA)ITS _+_ U .CIF IKS=FCiICV,^,F-1-t U'ASS-MB FD POI-=D,.DKVECTIONS S-AL EL In ACCORi:AVC-WITH SFCTI..N 6.4/SC ROOF-TO V!4 L INTERSECTIONS,AROUND ALL PROOF P?O,EC'!Ona AKD ENTIRE ROOFS"H4'APE F_4--=R . r . vUST BE RESILIENT ANC VON-'•ARDENNIS.STANDARD WEA-PER CAU KING IS LNSATIS=4C-ORY A$AV O Q) 15. THE COK'RAC f OR SHALL MAKE NO SrRUC'JRAL Cr'ANGES WI[HOOT WRIT IEV A-P?OVA OF TEE ARi.HI I EZ I/ LTC.rO•R.ARB__TILE_R=DEAL INS-QJ_I J CO PLIAIKE W-H PER-\E'•IT cRECOMi-1Ei.DAT1O'JS COIJTAINCD IF. Z a- z Q TH101 A 3:12 SLOPE,DIRECTLY TO ROOF SHEATHING.INSTALL'ICE 8 WATER SHIE!D*FROM THE EDGE OF TFE TF-?UC8 1 LE CD',VCIL 0 AM_R C4'f-ANDBO'JK TOR CERAMIC-LE INSTALLATION'AND HAW AC TURLRS AVCUSTIC4L S=ALA\-S KCE IT TENDS TO HARDEN1 ONE?TIME z-ACEMENT CF"11_SEALA`IT IS CRI-CAL TIE O ENGINEER ROUGH CARPENTRY ROOF TO MINIMUM 2::INSIDE THE EXTERIOR WALL LIiNE.INSTALL PER MANUF.INSTRUCFICNS. v PURPOSE OF THE SEAL IS TO PROVIDE A RESILIENT CLOSURE 6ETVI-EN 0\-SIT-OF eN ASSFNHLY AND T-E 4-_WOODS AND WOOD COIJS"R_JCT ON SHALL CONPLv WITH SPEC r CATIONS AND COD=MOCIrICA-ONS Ac INSTALLATION INS-Rl1CT CKS.AL._WAN-&CEILING TILE"0 BE INSTALLED ONJI REIN.CEI C:NTIFIOJS BOARD. I-- SFFCIFIF.;HFRFIK HAROItIN)I)FLOOR.-PRE-FINISFfEC ANC INSTALLED P=R MAN FACTURERS INISTRLICTIONS.MA=RAL TO BE T&G OTHER,NHICH R=CUD:=S TH=POfEN11AL FOR FLANKING\NOISE TRANSMISSION -E PR_FERR=L'-POCEDUR-S � 15. CONIPAC FOR SHALL PROVIDE.PAY FOR AND MAINTAIN.BL I NO t ELL LIMITED 10.THE FOL-OW KG zo_IN LLS „_ r S 8 WALLS O NG S.-M L BE HORIZONTAL*HARDIE PLANK'LAP SIU'NG W:-H SvL'tXPCSURE.COLOR AND FYP=SHA! I'X2'OR 4S SE CC-=D 3Y C'NN=R. TO IK�AL_THE GYPSJI WALE 3OARQ WITH A MINIMU4/-G4=3=TNEEK THE AC.IACEVT CE_NJG,YFSl1M'ANEL w � A 4=R CAN INS71-UTE CF-MGER CONS-RUCT CN TA�NDARDS�IANLAL DLJR114G CONSTRUCTION:POWER.METER NO.T LEPHGNE,FAX.CONSTRUCTION EQUIPMENT•DEAATERING AN7 =� r n BC SELECTED BY ARCHITECT.114STALL OVER 15#BUILDING PAPER OR TYVEK HOLSCWRAP NS-ALL PER r � AND ALSO QT TFE SUBFLOCR SEALANT SHOULD BE AFR.IFD TC FU L THE PFRIvETER GA=?=TWE=n ThE tin Q I- e. NJ4TIOhLL�CREST RI,DUCTS ASSOCIATION NAT OIJAL O�SIGh SPECIFI,.ATIgJS FOR W"00 COtJSTRJCTIGN VJh'rL.SHFF.T/•%(TOR:CCM'L 5 WITH hLDCRAL STANDARD:�5 L'475.TYPE II,oIRAC(-'A'.T.:CKNESS.C80. PUMPING.HEAT NG.LIGHTING AND ACCESS.CONTRACTOR SHALL PROVIDE.BUT NOT BE LIMITED TO THE c SOUTFFRK FINE NSPECTION BU�REAU.SIFAN7ARD GRADING RULES FOR SOUTIERN PINE LUMBER MANLUACTU;ERS INSTRUCTIONS. SH=ET WIDTH 6-O' INSTALLED PER MANFACTURERS INSTRUCTIONS.MATERIAL TO BE TSG I'X2'QR AS SELECTED GYPSUM WALL BOARD AND THE SlR1ROUN'DING FLOOR.WALL AND CEDING COM=OPENTS CAULKING,S4^ULD NOT 0 N 0 FOLLOWING SECLRITv ANC PROTEC-IDEA FIRE=XTIKGIJIS ERS.6UIL)IN G=NCLOS:,R=ANC_O_K_U=. D TR,S_F-A-E INJSTITIJ-= DESIGN SPEC FICATIOKS FCR L'G-IT METAL P_4-=C)NN=C-EL WOOD TRUSSES Ev()W'4E;. BE'LACFD 6FVFAI-i 1H-SI I P-A TE OR RIMFR IRAC<OF A NMI AS Sh"-il f ENVIRONMEN�TAL PROTECTION.PEST CONTROL.SNOW AND IC.E REMOVAL.CONTRACTOR SEAL_PROV CE (11'1-'4), 9. INSTALL WATERPROOFING&PROTECTION BOARD TO ALL BELOW-GRADE,EXTERIOR SURFACES OF CONCRETE R1S1L1,VVT FL(X)R.INSTALLED PER MANU-AC-URERS INSTRUCTIONS.AS SELECTED BY OWNER. SANITARY EACILITIFS.DRI%lgN,G WATER..CLEANING AND 3UTiISH DISPOSAL. E A"7R CA14 PL rWOCD ASSCCIA-Cl..GUIDE-0=L'NIOOD FOR FLOORS.PLYWOOD SF:=ATH NG=0R WALLS AVD FOUNDATION WALLS THAT SUPROUND BASEMENT FLOOR AND ARE ABOVE THE BASEMENT$_AB AST"D-5585 C4RPF;T FL(N)R:INS I AI_LEO P-P,MAN1U AC JR RCS INSTRUCT O N'S AS SELECTED BY OWNER. 0 PLETE.=,P CC!NTINUDI__EQ_ v 9.INS\n71OK IKDICATh.TO H=PROVIDED IN A WN I_ASShV31 V SFin I HF Ttt SAM-D-f' I AS it-WN I STC: R'J::rS INS ALL ONLY AFTER ALL SUBSTRATE AND-ENETRATIC\WIDP.4 S C" c /AI\%:INSDN -1)'h; AKL-AC'URFH INSiR-COIGNS.AI EX-MC4R AN)INTERIOR SURFACES SFAI R-C-1V- =RAIN,IG.U.L.ESS OTFE:\YS=REQU;EC B'f CG}_.PEGU_AR IJN-FA-ED vLAaS FID=R^Z M I.E2A_V/0O_ 1 Av-Rl,:AN WOOJ ODES-RVE4S ASSOLIAfION S-ANDARUS. INSTALL PER MAVl1F4CTURERS INS-RUCTIONS. (1)PRIMER COAT AND(2)FIr1:S-1 COA-S.EXCE'T COLOR COORDI\4'EC FACTORY FINISH SURFACES.TO=&6O-TCM " 17. CONJfPACTOP SHALL PROVIDE THE FOLLOWING.PRIOR TO SIJBSTAVTIAL COMPLETION 'UN F l 1ST. NSUfAT:Oh IS ADC=PiABLE DO NOT OVERSTUFF TF=IVSU_A ON.AS IRIS WI__REDUCE(FL ACOUi�ICA_ SUFPCRTI\^,DOCUMENTATION.NAPRANTIES.CERTIFICATIONS.OCCUPANCY PERM-,ST4?--U=AND T=STINZ OF 2. 4-_S`:RUC IU:RA-LU"6E?SI IALL B_STWIEC IN 4CCO?DMit W{Ili T E AME?ICAN INSH ICI+`E OF TIMBER 13. SINGLE PLY EPDM MEMBRANE ROOF NG,60 MILS THECA,!ILLY ADHERED.SURC-SLAL DES GV 31 CA tL SL O? s-m-DOORS TO BE PAINTER.ALL A NT SFO=4CEs SHA1 BE CLEAN PRIOR T1 PAINTING APr'_I_4-ION MAY 8- PE;FORMANCE OF-HE ASSEMBLY. O BUUILDING SYSTEMS,CHANGE OVER OF LOCKS AND RELEASE OF LIENS.CONTRACTOR SHALL PROVIDE THE CONSTRUCTIONS'CONSTRUCTION MAN°JAL. A -" B G3.OR.ROLLER,OR BY L.R i-°4 VT S ANT S1LT_D OT SPRAY ARP_XCVIT.IK'ER CR P4 N THE of APPROVED EQUAL.INSTALL PER MANUFACTURERS INSTRUCTIONS M.A.S.OR APPROVED CQl 4L.READY 41 XED PA tJT SMALL KOT BE TH NtNED EXCE'T AS PERM TIED I,THC S FOLL(rW NG,PRIOR TO=IV4L AZCEPTANOE:FINAL PAY'M=N-RECJEST W TF SUPPOR-IVG e==DAVITS AND IC.3ESILIENT MEAL COM=0hENT5:RES LIENT OhA\N3S SHA L D=D ETRICF iC D=LJ!(=RC`D RES LIENT ' =NGINJt_k-U L1T113FJR IKCICAfEC Fi11j BEEN SELtC TtD?AS-D(JN MICRO AM LV_AND PAR4J1tM('SL FSROCUCFS AP=:CA-C4J II•AiTR�C-ICJI.S 'DOLQRS TO 6=SC1:7CC 3Y- OWIJ_R ;i)I.SI_T dlTh PAT.-MAIJUFACTIR_R FCAR COMT'LETED PLAJCH L ST -' - - - E II. FLEXIBLE•1009E WATER-BLOWN.OPcN&CLOSED CELL FOLYISOCYANATE SPRAY FOAM INSU.ATIO\ FIBERGLASS PROPER PAINT ANC r'RE-ER TO BE USED ON CELLULAR PVC.ALL NAIL HOLES 8 ROUGH FINISHED WOOD TO ICE FILLED CHANNELS POSSESS A SPR,'NG ACTION TO DECOR E AND ISOLATE THE COvPONJENTS--FY CCN*J LT.WHI F i 3Y W=YER4AUSER.P.ODUCTS 3Y OTHER MANUFACTURES MAY BE SUBST TUTED FROUIDEC ALLOWABLE - - 3 SITE WORK STPESSES AN7 SECT ON PROPERTIES MEET 1R VC_ED THOSE=ZOCUC-S N7CATED 64TT IKSIJLAT10K,DEPTH D=TERh1 VED BY STIR DR,!GIST INS-ALL US_BEFORE SY_SIM BOARD AVD AFTER AKC SANDED 3EFCRE Ai'PLYING EP,IMER UDR PC_vLR=THANE.LIGI{1LY SAID 6ETV1�V COATS PPO'VIDING-=E STRENGTH-O FI?rLY S..PP^.P TFES_CDMPDKENTS.4 C.Oi.C=kN V=E NSTeLLA"ION 0- :� ROUGH ELECTRICAL AND PLU•iBMI .INTERIOR WALLS REOU RING SPRAY FOAM NIL_NEED ONE S DC TO"AiC SPL:CI.4LTiL'S.�I-:rt=N ACCESSORIES,3ATI1 ACCESSORIES.=RZE'LACE HARDWARE 8 MISC.ITEMS PER OWNERS GYPSUM WALL BOARD ON RESILIENT CFiAKNELS S THC ENGTH Cr T-E rAS-_K_R AND--iC rLAC-MEVT cr THE � ") I. PERFORv A 1 WORK N-•S SFC-ION IN CONFOP.MANCE WITH:TGIF FINK SO1 S COMPACT CN G=CI.O,',ICAL /.. 7CS GV.T-ABRICATION AND INSTALLATION GF TR;!SS_S AVD SFE:T METAL CON\CC-ORS SFALL BE IN GYPSUM BOARD INSTALLED PRIOR-0 SPRAYING.INSTALL--E FOLLOWING PER vANUFACTLIRERS INSTRUCT 111N, SCHECIJLC AIID S==cnu-IOI•.S AL_ITEMS TO 3C i S74-LED PER MAI LFACTURERS 1'ISTRUCTIO'JS. FASTENER.TFE FASTE14FR SHOULD Nl•O'EXTEND I\f0 THE SFU)(n,!OIS I i-llF S-CPTIN,CO IHF ' REPORTS ANC A--PROV=D S TE GRADING PLANTS AS ACCEPTED GY ONNEP.AND 2JLCIM DEPARTME\T.'V T-1= A::CJIRJANC=NI'H IFE=O1_LC'NING STANDN'1:S AND SPK F(AII0% E\TER/ORWALLT:R-21 OPEN CE.t SPRAY FOAM. - Z ABSENCE 0=TiE NECESSARY SU!'SURFA.CE SURVEY.THE CONTRACTOR SHALL HIRE A LICENSED SOILS A.SU'-LEMENT TO=_\GINEERING EULLE-I\#5E-266.DATED -19-6C CF 4 S CIVISICN FIIA 1-L-61. ROOF.i,EJU'P(ASF.00EIiJ.\'"CaNTILEIIF_R.V.OFERHA\UV.R SS CP-N C-I 'X'SPRAY FOAv W/I/JVI i ICK THERMAL SEALING GUIDELINES ?=SILtEKCv 0=THC S STEM M Err_c-YE 1ns-AIJ11rI�N rECHN Ol.=5 TG=LA_SC:CVr;C4J r BETA=CV B. NITERIJAT04AL CONFEREir-E CF 3J1LD{M OFFICIALS REPCRT rrl7/.14.5•Da-EL 9-6-96. 84RR ER. STUDS OR JOISTS.THE CHANNEL MUST ALSO BE FREE TO FLOAT_PON INSTALLATION AND--US A M NIMJMY, e ENGINEER TO'NVESTIGATE THE SITE AND S,BMIT a REPORT OF THIS WORK FO THE ARCHITECT.IF A I. THE BUILDIN;:TFC17MA__NVELOPIE SHALL BE DURABLY SEALED TO LIMIT AIR INFILTRATION.THE SEALING CLEARANCE BETWEEN IT AND THE ADJACENT ASSEMBLY IS REQUIRED.THE RESI_IEK-C-MVEL SHALL BE c iFSIGN SPEC FICATICVS FDR LIGHT M=TAU PLATE CONNECTFf'A'OCD'RIk;SES.T.O.I."0. R4\?)JOUSTS R-ZI O'--_N CELL SPRAY LOAN 'DS BE-WI:EN UISSI ILAR MA-DIALS SHALE ALLOW FOR DIFFt4EN IUAL�PANSION AND CONTRCC iIUV. ., O DISC;C'AN�v PROM THE PRESIJNI=D SOIL SEARING CAPAC-`!EXISTS.CONTR4C-OP STALL NGT PLACE ME i-t, v _ I r c• r' V$TALI.�D 1'ER�MILFACTUtERS!rriT4Lt.A-ION IUSTRJCTION3. FOUNDATIONS WITHOUT WRITTEN iNSTRUIC TIONS FROM THE ARCHITECT/ENGINEER. R1AfJ0IST3::R-38 CLOSED CELL SPRAY rOAM _ _ O IN 5 FOR"BLISS CHORD AtJD WEB MEMBERS PROVIDE GIMENSIOIJ LIJMDER Of AiJY SPE.TES,GRADED VISUALLY OR GARAGECEILIA'G:R-30 OPEN CELL SPRAY FOAM � _ `V MCCHANICA.1 Y AND CAPA31_E OF SUPPORTING REQUIRED LOADS WITwCUT,XCEEDING ALLOWARI E DESIGN PARTr.SEPAR47T0A'II1I 3Y'FIBERGLASS GATT 4TTENLJAf1OV 2. OP=NIfIGS ANQ'ENETRATIOK'S IN T4E Bll LDING T\'ELO'E SHA.J BE SEALED WITH CAULKING MATERIALS CP, 11.PIPES AW ELECTRICAL CONDUITS SHALL BE CONCENTRI04L LY PLACED W I'IK iFL WAL AND 1 LOOR/CCI_I`IG Z L 2. PRESLMP'IVE SOIL BEAF ING CAQACITY IS 2000 PS=IJN L WDISTUP3EO SOIL.ALL:.C\(:kE iF FOO PINGS S AI IA_UES ACCORD NG-0 4=9,PA'S'NA-DNAL DESIGN S=ECIFIZAT CNS FOi WOOD CONSTRt CTION'AND ITS FlRESTOI ROCK WOOL OR THfRM4 FIB'R TO ACHI[VC RATING CLOSED WITH GAS ETIKG S(STEiiS COM=ATIBLE WITH THE CONSTRUCTION MATERIALS AND LOCATIONS ASSEMBLIES,LID ESS OTF{ERWIS=REOUIIR=D PER F 4E ANC OTHER C(>DES. � + B=AP 0'J LND S-I f'fiED SOIL OR ENJGII:ECRED PILL.64"TChIS OF FOO-TAGS SH ALL D=3 6"B=LC'N=11JISH Sl'P-E"EI,' G4R4GESEP.4RA770NW.4L[-R-21 FIBERGASS BATT ►Jw fS ANG S-Ar5 SFnu BF SFALFD N,-IE SAME MANNER OR TAP-C^R COVERED WIT-^M•OISTURE ''? � �- GRA7E(MIN.) (•,VF!-VLSIIED/FINLSi/ED8,4SE,NG\TSLY!4R4TiU\IIALL:R-l5 FIBERGLASS BATT VLPCf(-PC3M=ABLE ARA=PING MA-_P,AL.SCALING MATERIALS S'4N\IN1G JOINTS BET NE=N CUJS-R,:Z-ION 12,?==3c TO OT1=R DRAWINGS.7ET4!LS AKD SP=CIFICATIO'{S FCR ADDITIO`lAL IVFO;t14-Cn P=R-4`I1NG TO WAL_ W 1 6 =CR DESIGN LOADS REFER TO STP.UCTURAL DRAW NGS. - - - E r. GNFLVISIIEDiL4SAEMFJITCELL G:rR-33 FIBERGLASS BATT. MATFRIN S S-n N 1 OW rO;FY'ANS!CN ANC CONTRACT ON OF Thr CONS'RLC'OK MATFRIA S. AVD=Ci R/CFI ING ASSEMBLIES. e. 3. NO_XCAVATIONIS SHAD_BL MARL WFOS_DEPTH BELCIV,THE.I DOTING IS GPL&T_R THAN FIALI"HL / L.tSS O LMISL NOit0,FLOOR SYS IEv SIIALI COl,1S S 10-Pit LNGIN=L1LC OOR IRS`LS CES GNEU BY FEWS1iM- R4SL11EATCELLiN'G.R-3D OPEN CC_L SPRAY=OA" I..L '-) 3 `+ HC?ZO\T4_U S(ANCE FROM THt N-AR-SF-DOE OF THE FO0 M. 4 REGISTERED=?O=ESSICVAL ENGINEER EMPLOfE7 Dv T1$Ti?USS=43?C4-OP TO CARf<Y TFE LOBES FI\7S//EDP£RMETER 8ASE1fE1VT R!4LL:R-14 CLOSED CELL SPRAY FOAM. 3 (.l OOJ?AIR In AK-n\T)tX lolls CP-nfvGS INTEGRN f0 TINE oU OIKG ENV-LEI'-SHN L H-EOUIf7tD I!.TFt FO t OW NG ITEMS SHIA.-L BE CAL1 RFD•GASK-TF7 ON OTicRWISh ACOL S'CA Y IRFA1hD.Wh-k- IN ND C:ATCD ON D2APII\GS V/--K'ARAM=T=RS LISTED .IIL-D&I.L.FD4v SILL SEALER BETWEEN A_L EXTERIOR WALL vLDSILLS AVD CCNCRE-=FOUNDATION W4_- IVI--1 i.OT LEA T•iAJ%A CLASS i4D-ORI=EC,LEAKAGE RATED DA"=ER VI--A MAX i•iU4 LEA<4GE RAT=OF/. `V DOORS.i\D 11 f.\DONS:CONTINLO-S• OIN EXPANSION F.AM=EA-ANNT A-ALL FE;IMETERS,AC:.ACENT OCCl1FRIVG A-DWE.LIAR:IJN T SEPARATION V14_LS ()RR17a??W4_La AN)FLi:,^,R/iEl_I'I.4;,EMBLIES z nn ll L. AL_DACYFIL_AT sTr(UCTIFcES.=LADS ='S 4\D PA\'EP iENT�,A__?=C_"cAR vRLVLtLR FILL =L.Y:E n "M PCfi OVA:C rCDT hFfC`l--;TCD IN A•_CQRCgVCE Ii TH 4i'CA Srr U.GRAN 1"D4"P_w ARC PCRvITTC7 = W 3 SHOP DRAW KV'-.SIGN=C AND SEA2D 3v A='R!;fCSS(JAL CNv NCCR RCGI�-CRCD\1--C STATE 0-PROrOSCC FRA,vII IG AUTE.DO NOT FILL ENTIRE VOID.TO PREVENT FPAI 1E D STCR-17•..APF_i i11NI11L"AMCIU JT DF d LAYERS AVD CQN'=ACT TO 9596 MAX MUM DRY DEUSITY CE-FRN NED IV 4CCOR iAN:F NI"H ASTM D-1557 = v TO D=I =C JK SU L)NGS LESS TI AN Ti�REE STORIES IN I E C-T ABOVE GRADE. S-ROGER&OVER�t=JD[INTS I 1'l1LT-A'fS GWD WALLS 8 CC_IIJGS � � N CON-RC-CK.S A E S URM-TED TO TH=ARCI I-=CT FOR APPROVN PRIOR TC FARR CA-IGK 51.O' rO41 REQUIRE)TO AIR SEAL GAP. HJII DINE SITE SHN.L HE KEPT CttY SO THA'FFiQSi,^,V V111 V{i'CCCIIR IV i=F-X1N;AI I.^.\S. 7PAAIhSS S AL_INCLl17=--E Fu^LLOV111J,T_MS I,S=ALAI'JOIN.-AT GVi3 TO SIB=_OOR S C=1L I:u AT DW=L_IIIG UI 11T S�AZ:T101,BALLS A.DRAT--=D PLAN LA\OLTS ID=NT OWING AL_-PUSSES. v- V=STIMI-E DCOR.:THAT SEPARA-E COVDI-OnED S?ACE FROM T-E EXTEP.OR SHALL BE SCUP==D/,ITN = ,., 12. JO NT S=Af.ERS TO CO�rLY WI-F MANLF4CTU?ERS I\STT<LICTIO IS APPLICABJ=TO PRODUCTS AJ,D /c S-A M JUNK-Ai GW_T�0 SIH=LOJR 8 C-II IK'i,GYJH TO LK,,,?-?/WhS AI C!tiKIGOR WN I S J 5 BACKFI_L 4-_4VJNS AVD UNPAVED AREAS SIiA_L BE FREE OF C-Av.ROC<OR 3RAiEL LA�RG=R TIIAN 2'N b CA_CU_AF CiS-Ok LOAD DEIL3M NAIIC\CN IRUSSES.GIV NG UNIFORM LOADS(F'ARIIAL OR OTIIE?IVIS=) r SELF-CLOSING UWIC=S. _ APPLIC4T CNS INDICATED AND TO'i=FCJ_OVANG SPECIE_4T ONS ELAS-OMERIC SEALANT:ASTM C-92C. Fl EXI31_-GAJCE-(SMOKE SEA)nT DO^.RS IN CCRRI`OR WA,LS P?FAIL AT 30--,^,M OF DDOR ANv D RCC-CN.DEBRIS.ORGANIC MATERIAL•WASTE AND rROZCN MATERIALS.'LACE n 12'LAYERS AND A VD/UR-'G N I LOA"S SOLVEN--PELEASE-CURIFIG SEALANT:ASTM C-90L.LA"EX S_ALAiN.-:AS-v C--90.ACO!STICA_S=ALAI J- c n ,I: v v . c C TRUSS CONFIGURATION DRAWING GIVING STRESSES ON AL_MEMBERS.R=ACTIONS AT SUPPORTS AND fLECTRICA.PAVE SHNL NOT BE COCA-CQ CN IJ..T rPAPATI_V DR CGR2DCR lV/+I S CO PACT TC 909E MN(I lM CE,SI"Y IN ACCOfRDnVC=WI"H ASTM D•1.57. ASTM C-919 U.INCLUDE BACKER ROD AS NEEDED.SEALANT&A�PRONTO='EP,MeK=N 41R-IG Z• REC=SS=D I.U9 NIAIRLS INSUA LD IV TH HJILDJKG THERMAL ENV LOPE SHIN I B S AIL D TO LIM T A R SEAL EXF•'Al1ST 1ENJTILATIOV DUCT JO NTS AJNl)SEAMS WI-H MASTIC F STRESSES CI.AL vC"BEDS I'JCLLCI JG PEA'=5. - - V) WA-ERPROOF SEALS WITHOUT FAILURE. L=AKAGE 3E-IV=_E N(040-OILED A\D UNRCN_'ITIO1IED SPACES RECESSED_..vINA RES 9fA_L DE C RATED SEfiL NIP KG=EVE-:iATIC\S THROUGH-OP AND BOTTLYI PLATES CF;D uAL _ O 6 AL_SLABS ON GRAD=SI1A_L:EAR ON vECF14VICALLY CCM=ACTED CRUS'ED STOVE CAP43_=0=SUPP'ORT{NC _ _ AND LABELED AS MCETIN;ASTM_293-OR AIR TIGH-AESS.RC'-=SCD LLM114AIREES S'iA_L BC SEALED NITH 9 ANG=RS.FRAM VG 4VCi1O?S 4\D FASTENERS =PRO\ID=AND INS 4_L S-AM'ED AND-ABF,ICATED STEEL OF DOORS AND WINDOWS v - - SF-AL E-_EZfRICAL CASL-/PFCKE BOX-S°O GWH NITH-CUI iY=ADS Di A4'ROV-D-DUN = 3CDD PS=. THE TY==\D CAT=D AS RCOIJ:CD LAILS TO 3C THOSE r_n I SFE)Cv I IL JLg-A=-_R=R-UDR THC SP=GFIC 4 GASKET OR CAU_K BE i WFE4 1 f= CUSIM 4\10 IK-=RIC'R WAL OR CEILING COV_RINC c � 3^ c �cc r O G _ {. R-hH�hMF S'AKDARDS FOR;OORS MD NIN;iriV3 SI AI I Fih AS-::I ..^.A; .,CAL hIPKG V-„C CCTRF.eL .,><_ 8 RC.E CC LIFT J-OUSNC.T,DA6 J,J• NA N N H ,1 Y 1'kIVFN N AI I' S N 11I-ANU(,? I•IA\ILI-AC U-P ID F;h'61"1'SJN O? c E - _ _-- - ` I'?C,'•V.Ch FIPE FS SIANJ-F HAI-D CJVF?ARLUN ?F'_1-35 D I.:: I N; KA.j\, E BACKFI-L SHALL BE BROJGHT UP EQUALLY ON EACH SIDE OF WALLS.DO NOT 3ACKFI-L,1r1T1_V14-LS HAVE 4=PROVEL=DUAL COVFOR"1\G-0-HE REQUIREMENTS INDICATED SHAD_B==ROVID_D AJ_HANGERS AND A UJDERWPI fERS LABORATORIES.INC.:3UIWING MATERIALS U?=CICP\. 6. Ttl=FOLLOW NO SI IALL BE CADLKED.CA.,K_TED,W=A71=RS RIPPED CR CTIIERNIS=SEALED W TH AN A R v 3 QVCFkYRS S-ALL 3C CA_V4 11ZE0. B. NATIONAL FIRE PROTECTIO14 ASSOCIATION:PAMPHJ_T K60 STANDARD FOR F RE DOORS 4tJD W KDONS SEAL PLU"31KG PIPES AD VENTS THROLCF TO=AND BOTTOM PLATES OF S-JC WA_LS t +L CURED AVD ARE PRO=ERL. RACED SARRER MATERIAL.SUITABLE FIL"OR SOLID MATER14_ ROCK WOOL AVD=1BERGLASS BAT-IiSULATIOV ARE [ c. N4TI(N.AL WOODWO3K M4*III4CT'JRFRS ASSOCIA`ON S.1478:WCA:=Ll1SH DOORS SFN PLU`!3ING PIPE P[NCiRATIOVS THROUGH GAP Nf:l AC'rF'IAF;I F A`,AV AID;APR-k MA FRIN x i, 4-_-EADERS Ar DEARiJR;Jf,DITJONS S-A__=E S Z=D AS SHOV.•J,,_.i.CPAMN:S I:. AIR t AKAGI ASIM L2°3• Pfi:'V CE•-11>5A.\1 BASED I1._-E;LA'I.1_JT_ENEA- T:JO i LrN7::11',AER' 9. rcCNOVE AL_EXISTIIJG POUNDAL qN WALLS AtJ7=OOTI'JGS PRIOR TO CCNSTTRLICTIO:N Gf'JCIV-OUJGATIOIJS - E. WATER RESISTANCE:ASTM E331. a M SEAL TUB AnC SHOWER DRA NS SID_rLOOR S S-OWER ENC_OSJR: SU3rLCOR AID AAL_ C. t-J 1 A-_•EAD=IRS AT NON SEARING CONDITIONS SEAL_3E SIZED AS,Z CATED N-E FOLLOWING TABLE.aJLESS 2. ALL M/LNUFACiIJIRED'NINDOWS A,, D003S S114LL M=E1 11 E AIR IiJF LIBATION STANDARD'OF Itt 19 2 ^IR St/J HJE FOIL OWING 1 C(A{)nS SEE^kE NSU nn x\ SEAL SI'OW=R FE4:TC TILE OR SHOWER SURROUND r--- 9 E►'CAVA-ICI.S LINT SEEP SLOPE D4 IK a,E4 TO DE I!',3REL-E%TF-:d.!'-('PEYO'ID LEN FOOT I JG L 11: OTH:RIV SD NI;•TCD. AMERICAN I IATIOJAL STANDARDS KST17UTE A5-`'E283-73 W-H A=PRESSURE CIFF=-REIITI-_CF 1 57 LUS.FIER "LIDS LL TCI rc-JNUATIOf J h,R"_0 TO vUDS L_6 TCP P_LTC TO R v_0 ST c _ r- PZvV CE SEL_LN7 AT E RE„F;I TRUE. EAC ESC.Ti:-EO`,S_J GAD SQ.FT.&SnAL�3=CERTIFIED AND LABELLED. SUP-1(J',;R S1ftA11 IN:a 0?IM JJISi iE i W-EN C(}NDI WAEL'i ACFS -�- . r r r OPEN tJCi S ZE H=A)-�R SIZE ,E c SIAL ATTIC 4ND CRAWLSPACE ACCESS CCV=RS TO GWS O?SLRFLOOR ;, 0 -F=G NERAL CON'<ACTOV,,GT T4'(E M=ASLRES-O CC\TROL SO L EROSION O=STEE=BANKS D,PING - 3 GLA71NO IN DOORS AND WINDOWS SHALL BE TEMP EP,ED SN CTV GLASS AS LOCATED 1'1:1 I F 3UI D NG CODI SUD-LOOR SHCATF ING-3G A►C SQUARE EDGE 0 NTS c UF'r0 L'0' ,2)lx6 SEAL P_CESSEr:HEATERS('TAGS)-0 GNB roNsrR,JCnnV WH-K NIFW C01N1S?..K:K IS::^,i•9P F--.iFF GFN=kN CONTRCC-CR SFN R-C,?ADP 4. EGRESS WINDOWS ON SECOND FLOOR MAY NEED LIMITING DEVICES THAT HAVE RELEASE MECHANISMS 'AR-TON We_L STUDS A- XTCP OR IVA-L INTCR--CCTIO\S ;: L" :)6'O' ,'i:(d II.S_LAT=CUCTAO-,K,LOCa-_D vll"F-11,rLCK'fif CC L 1G LSSC`'DLICS 4 DIS-_R3CD BANE ARCAy 3ACY TG nA..RA_STATE AND PCP-4VT SU-ABLE V=GCT4T C4J TO PRCV_NT TO ALLOW FOR EMERGENCY ESCAPE.S=E 7FAWING3-Uk LLOAT CIJS. TOP P!A-ES O=EXTERIOR STUC IYA-LS B=TWE=N CCINCITICN1ED SPACES 5-0'10 9'H7 (2)2x1O SEAL IIVAC AND VENTILATION GRIL=c IN-.E-S AND D FFISERS T O GIVE EROSION. 5. BUILDING ENVELOPE FENESTRAT ON MAXIMLM U-FACTOR•&ShGC REQ REMENTS. QROPP=D C=ILINGS.SOFF TS A V:GASES FIXED FEM-_STPATION LLFACTOR,0 39.OPERABLE FENESTRA-ION UL-ACTO;,0 45 CVTPANCC DOORS SEAL KITCHEN AND BATH EY,IA,ST=4V I OUS VG TO GPS 2. =ROvICE MEMBER!,`DER ALL INTERIOR PAR--ICKS R_NN11NG=ARALLEL TO=RA"ING.FRGVID=SOL D B_CCKIVG n-TI Y.VF=NAY S MD.TOTS-CAV ITIFS INCFR ATTIC KN=EIYn_L U F AC I OR:0.77.SHGC PF<0.?-0 L0.SHGC 0.2<F'F<0.5=C.L9 SFGC Pr>D 0 6L SFN_CLOTFES WAShER VN_V=/DRAIN BEY,8 1)'2Y=Z EXHAUST 3Or,SFAI FD TC C•W' If. FURKIS-AND INS ALL ERCSICN CONTROL As St•-1m ON IIE SI IE ItAN.11401EC I LMNSIJJt I IEMS,1 iA I J,_C3 ALL POINT LOADS AND RDLL"NS. TLIB/S-CAER ENCLCIS.,7_TO SLOF-OCR B4--ANC SHCAER DZA`S-O S._FLOOR x SKYLIGHTS:U-=ACTOR 0.50 3 S1-GC 0.40 SIN 6U"_--IN CAB\E-3 TO CWB AR=NOT SCF ELL4..ED=0R CLEARING=.=RfA�B_IrJG DAN4G=D.C_E4R A__V=GETAT CN FROM TI IE AR=A Dh "ASLYJ?Y FIk=P AEt IO SL16F J(ik T c 3 FURNISH ANC INSTALL Tr{E FOLLOWING: 6. CONTRACTOR MUST INSTALL ALL WINDOWS ANC DOORS PE?MARV\SFEC-1-C4-IMS.W^,C'D•LLTREY, FASTEM CEILING MOLDING TO WAL_ON_v.PROV CE SE&I ANJT JOINT AT CE LING ^ TH:S-_PLAN Wi=1tC-i__UILDIVG IS TO 3[(LACRD AKC Al ARC4S SHOVM TO 8=RCGRACCC. CRAPE :L=CTRCA_S=P,I/ICC FAN=L ON_^TCRICP,NALL OR-EKANT S='ARATIONI U',A__S TEN VJIL! AS=.CY_DIVG ICI WN I(NNLY,F'RJVII:F SF:N.ANf UINr A(hIQOR INSTALLATION FOR N=W WOOD FRAME CONSTRUCTION DA.T=C 5-22-7 IK"EC,R-(OLTSWING FRENCH DOOR FAS � M MC STOCKP_=AJ-TO=SO_T TAT IPA.i BEEN REMOVED FROM AREAS O=CONSTR,.CTIOV ANC STORE CAN SITE r WOOD-ULTREX SERIES INSTALLA-ON INSTRUCTICNS CAT EC--25-7 AINPOW ROUGH OPENNG P-CP&='_ASH KG "{I/^C DU(: JOIVUS AVD S AMS SI ALI,WITH MAST C a RI GISIr?RC-01S SI N LD-0 SU3 I COR PROVIDE\IBRATIOV ISCtATIOV Cr-HC CJERHC4D:,4RAGE DO`R TRAC<S.C=CfJCR w/R_SILICVT H4Rp1'l4RC Y 1IC;HTFR•(.Il1V(;1.b1fKF.R:N I_iOF AND-^i IOM P A-=S.W'AI_I SI,US S-AI I Bt L'O,.0 FIR I ARC-SIUD GRATE - Iv n*IeOVFD I•JCA JK Or:D=TTE c ALL FEADE.RS AND BE4vS SHALL BE HEM=1:�O.2 GR BETTER(.=1`JISHE7 L SIDE=.199E MAXIMJM MITT=CD A-I MCMRRnNE DRAINAG SYSTEM nf[D 12-22.14 E/iA.r-T VEi% _LTION DC,Z-JOINTS AN7 SEAMS S=LLED/11TI I`'ASTIR � i MOISiLRE CONFENF.2'NOMINAL 1N1 THICKNESS ANU 4'NOMINAL(OR GREATER)IV WIDTi.COvPLY WITH INCUS'RY 7. FURNISH AND INSTALL THE FOLLOWING: /,IR KG i P_UM31NG PI'C-CNC-RATIJ\S TF?OJGH TCP AND BOTTOM-LATCS C4'�_D VIA_S I7. FIJFtiNIS-ANT)INS"N I.IK N L AFRFAS DISTIkF,F17 Hv CONSfRIX iIC4J ACI'IVI iIES A\U MV nihAS INDICATED 0V S nlTt IDS. hIkIKG INTO ELECTRICAL BOXES 5<U`D COIJTROL M4TNIlJLS:115E A COM3uJATIO.G=THC FGLLOvlIWG. TMDARDS. r -}=S-_ELAN.'C_CAV LOOM AND GRess SCCD.CGCRD MAT=IV TH ALL OTH_P,SITE AC4<K. 7'KF.A7'1:/)/.L(I1Kl:K:S,^.11lll-RV YELL RN PIS,31 CIRN)-tYlTtl I'RESSLR P?FS-k11A11VH.1 3-.AFU FGR A I PRE-H(.l'(;//VTER/OR/XNIR:SEAL_3E`!AN FACTl1RED IN ACC0=U4NCC WITH BASIC H4RD3O4J�=R!C{1CT NON-HARD�NIVCi CAL^_t-S=eLS GAPS LESS T i4VY•W 7C a =REPOSED=RAN h^,A\D ITEMS IN:"OVTA:"T W--OAS{N;'f,R!`VER_TE?P GR AIVL.TC B_IS=G=(R EXT WG , R .. e- , SPR, Pea`-__ LLRG_�aPs LN1c S`'ALE-C�CS r - .c r L I- SIANDARL ANS 14-A 3a._G82 AVD NWWt)AI 6.SEC.5./3;6; MANAJFA;' •RE? A-(YN It CIR+iP Oi Al<CHI I....1 I1 SC..L THC rci-LowP'IG L:CA-ID4.S ArTCZ GYPSLi I AA LL_OA:D IGISD!IS-A_L^r1O, r ..A _„c I I c r _ ^ M- a ..E_i SLEEPERS.SLAB=-CCC,SLEEPERS A•D E,T A L_`iLC>__S. A'PRWED EQUA!S ZF5 AS ND CATED ON THE ITRNNINGS.CCLCR AND L vl-SF FZ--r•;Y AR:H T-CT AN'/CC B,ZKLR RO,' CLOS=D C=__ .AM I.{(KIA'E___\I IR_,,,t_IN I :\S 3. f,fil,,,-4JD INS-ALL PCff_t'ATCD PVC 1 AIJU rITTI1JG5 AR,L'JG=CBI_TER Cr rc.1.7-TI•){=00-'FG ;0. c I 1.. - c..FA AVI A'Gw3 ;!Sll?-1 Clfi A I-X I TVA S MID I-NM S-PARA LION NAI > „ _ KL(X'K1\l;:tA'D.\:•(ILEILV. G FIN LARCF•_T_ID GRADE_R 8=1 IE;.i ROVIDE B I)CKIKG FC•?A_L LIRE _, r GASKETS-NEOPRENE.RU D-L#ER.FOLs' OIYNFR F/RFR.4TF.0:FU?KISF MlD I ISTN I nT,ARnGF•O C,ISF)C-.3 T^V,H FVF 2 MIN=I*PANN: ' _JR;OAK)PILE AITII CR'_611=C ST'�N=AND=IL-=P,FAB;IC 4V0 A1.^.'1;FOR,R-.P=R INS-RELATION VilTl M c + ^c v c - - - - =v _ _ _ :+_(ii R.\MI='A WIN}J!V iA"=";;1,W8 AT /,i UVn I,AN`,.;)�'RII�Yt,NAI I a _ _I _ _= O VTE7 TEA.,.Sl1lJ1 AS,CASE.v xtK.SHE_J vG.FANL'k,ILA.;AI_I\u EATHRO% 4R('ES CN=S =R^I IL_ ,,, A:DUST CAL CJNU'AT i1EFiBR4VC AD A:E.T 7RAUlAC=I IA-1lATETMei}D=I.,�I.FO DATIO'J IVL_L.FUr I3-Al C:IJST4LL LRAIN RPE. ING ll7 G4SSFTi.TF-RFS OLDS.FTC"C?U TF�"D A_F.M.L C0'RS SI AI I vF F- J. OS,, r =RE BLOCK KG AS N=CESS\i<Y P=R COD=. T CE/S^,hE?EKCL,J�?=TO.,WD \TERIORDOOR i1AVlJF4 T R=?MAF11N IK-=GR 7Y WOOD-1_TREX SHALL JiAVE TNT=RIOR=4Z'OR f-=R MED GY'Pcl"BASED tJNCERLA M=\'AT UVODD,UD=LGORS Cl rANO�S.CTC AS K-C-P Y 5 DRAIN SvSTr"BY GRAV.TY AS SFOUVV OV C VII 1 fRA//TADS. PL1'iv(NIUSUKt'L(N)R.-APA RATED%.-ADVAK_:i-_CKGUE AND GROOVE.GL_=5 KAI_.ADHESIVES CON-OR"ING VICDO NITH F ELD-aF=LIED PAINT=n SF.=X-=T<0 c Iv+TH FACTO7Y-0aM.EC E).-=:CR PAINT"INISi.PrRCVIDE d A-TI`AND CPAt.-SPACE A"C= '-OV=PS TO C-A3:YR SUBF_CUR Sl:.lt.D CCr1TROL NQ-GEiIEAT-FIA:C FLOOR 5.:=4C=S WITH PEZFOR"ANCC SrEciFICATION 4=G-OI SHA-L ONLv BE USED. A It,:A::C-SS 11.4-DCNN SIAIWz SFA-hr,W1 I WFAi FiritRll7'IN(.:NN::iHi - INSTIL^_CO?ROSIOK RESISTAK-HARDWARE SU-A'1 F FOR CCASTAI=WI20Nl1=K-SA T V/A-FR SPRAY.V=P.FY I' RFSII IFVT C'HANN=1 DI=TP•IC-RC DFI..XF RCS; R(J(!1'SHL4THi.\(;:4 A RATCQ!f_XTCRIO;G ieD_.i'Ri•V;r PAVr_CLIPS AT v D S'AN TOR SANS GRFATtR WITH OWNFR/ARCI,ITF'T=CP SFLF'-ICN&=1V1S,I OF raARDWAR=5 r,OCR et LM\Lry PA h-r^ P PRIOR TG •;t^ESSEL L G-T H0_SII.G TG GV1G TI IQV 24'C.t. A D SCJ D SCLAT ION CLIPS,SED NITH E-A_F RRI IG CHA i.E_S NiJLLSHt:(THiA(.:APA i4TE7%t CDX PLYWOOD OR('ORI=n-=7 S"RArD BOARD(OS6). ORDERNG.VERI�ACTIVE PAVE c ON DO BLE SAING DOORS.FR'R TO ORDERING.PROVCE S IOP D;AIVINGS TO RECE SSED NAL_•IEATER:;(PTACS;SEALED-O GhG GY'PSI,v IVALL CCAP,D(GIV[Ji ARCHITECT.FOR REV EW HVAC(;RI I F A D)IF•FUSI-H MD VFV111 A f1OV GRIT 1-S ANT;INN F iS TU C;W' VIBRATIQV ISQLA-ION DEVICES G FLI:13.1 7 r_312.42 G 311.25 C-21 1:33 O FLI�G1.57 3 306.92 G 305 IS G 306.33 O O �J FLI 297 17 FL 301.;7 3 300 92 ' FLI 294.67 '9'.''- G 300.33 C 2 A ` FLI 292.67 G 293.33 C-199.75 �8 57 56 C 1 2s 1 '5 SIGNAGE• FL 1 2° 1. 1.5;, W - XI- SALES OFFICE i /1D G 291.92 O 50 O C1 C2 A '_1 42-SALES PARKING-► C 2g0.92 O C2 1 17 X3-SALES PARKING i '- A XL-SALES PARKING(- 63 DR IS �L�s�`?w XS-SALES PARKING(- O BR '' `EnG` _ X6-DO NOT ENTER p D 9 CLUST-R vC`c�n"�` Z z W as o a X1-DO NOT ENTER 171� W K �tQC O D D L 5 ' CLUSTER Y H_� n , LANE �N H O W V Q OC Z;•J <ERZ ri0hE CKI-E 12' n v- CLUS YSU gateYL\J 0c� °� 9� I CLUSTER A N �,q FL 1 313.'7 O CLUSTER BB n 17ZRU G 312.-2 u U v CLUSTER CC FLI 305.67 Z U gate to be 15 S0 G 304.92 locked at all hainl'nk fence BL Q c n times 22 v^ m c IS ZL '1 FL1212.17 tent FL1294.67 m 70O chainlinK e n gate n 27 7° G 293.33 51 B R 4 G 0 1 3 Y R 3G v 31 1.42 20 r ,ci, B L F 1 5.67 80 A 7O rn 3 °2 ►3 49 G 305.92 �-� a FLI 293 67 O '" m /`. BR Z C2 ` N II ZL 29 FL1311.17 - v 310.42 G 292.92 m r" 9 Z R 28 a6 C 1 A n 48 FL1 306.67 Y D c 25 51 G 294.33 305.92 1 n O N I I /qO G 305.92 9 CTI _ C2 > a N N C ul rn FLI 294.67 D R V ➢ 18 rn m A u ^' n W/O c 7 YL 27 FL1310.17 18 O � n O FL1 295.67 1 306.67 A x r C 1 G 305•72 `" Z R 309.42 G 29:.92 d4 O > c 23 A v 294.33 --305.92 45 �^ D 1 47 A S 26 Z 7K trZrn r' 9 cha;nlink fence c m Z 305.92 C 2 Z 16 7 2� FL 309.17 A C 1 G 294.92 -0 44 I7 3 L G 305.42 FL 1 2/o 86 DR 16 �0 Z 21 83 91 7 43 G 304.42 gate c I Y R 2a Z W/O m C2 rn 11� Q G 294.92 o A _ N vi 14 `- note. cFLI 296.67 n 40 42 FLI 305.17 maintain entire length of LU international drive free m 19 B L G 295.92 3U4.°2 C c 5 A G 304.42 from dirt;det-.is of all o� FLI 296 W/OI' BL 70 n 8, i H '^ tunes / c��o<\e.rr 87 14 7 / m f G 295.42 1 305.67 A 12/ 7rn° G 303.83 cGel a+�a \�e4 Z � n 304.33 39 /O 1 C 1 a 1 note: \�o `��c Go<` Q O C � 3 NO TFESf.a$$I 1 3 �<I \ko 0��, -1 N OG 297.42 %/ 0 (�� signs on all gates `tea \\0 c� CL FL1297.67 91 DR 7m° 17 C2 ® r✓d S`O o(` Gt�o NOTE w 10 sales FF 306.50 s`a �J FOR DIAGRAMMATIC PURPOSES +- W/o 12 C2 04.33 38 OG / �o .� ONLY. REFER TO CIVIL � G 296.92 FLI 298.17 parking L / Gc (� N DRAWINGS FOR ALL RELATED Q 89 G 297.42 / C� SITE WORK. I - L Z_ 15 A /� is A directional Q � Q ccnst.sign LEGEND U .Q FL 298.17 BL 10 G N G 297.42 37 BL 8 © o O BR-"B RIGHT"UNIT Q E 7 U -4- N//O 92 C I 90 FL 303.61 O BL-"B LEFT'UNIT Q G 297.42 U G 2.92 `r CI- 'C"UNIT.MASTER UP W �-- 13 F C2-`C`UNIT.MASTER DOWN Q a)i 4ar� l Z DR-"D RIGHT"UNIT = Z Q p O aP 6 9y DL-"D LEFT'UNIT 94 G 296.42 c13 o. 01 FF 302. G 302.42 YR-"Y RIGHT"UNIT 0- U 93 DR 8 ��. m C 1 (G,r YL-'Y LEFT"UNIT � � w FLI 298.17 11 �F 7 36 fFp I cGm ZR-"Z RIGHT"UNIT H Q Q FL1297.17 ' Co, O p O FLI303.17 �o w Q W/O C2 07 4 G 302.42 cal ZL-"Z LEFT"UNIT U G 297 42 95 G 296.42 3G 1.42 A +stop sign C O�c` W/O WALKOUT 6 27 O or 97 C 1 C, 9 A G 295.83 FLI 302.17 35 G 302.42 C2 2 +stcp sign flog man+ A O G c<` G 300.83 9 G 296.42 � �iL C 90 34 LF.1, C, 25 r`1 C F�13 02927 l�1 A 4 7 G 300.83 18 O� (G TA gate for }- 98tP Q C P P ( emergency FL 297.17 O � G 293.42 lGUr 23 construction e W/O 2 100 +stop si C 1 d 91• traffic only& n, 2 <<' O O 16 e B L locked of all W G 295.83 C2 FLI 294.17 7 times z 99 !y 5 C 2 G 293.42 A olack lop� C 21 R 101 G 302 42 O 14 (&11 G 300.92 G 295.83 A F 1 1 3 G 292.83 FL 1 303.17 C 2 �C A O C�GU, 10 o G 302.42 O 12 19 C 1 FG 3G0:2 N lFP C 1 ECG Cl 12 ? L 16'x50 �� ct� G 302.42 Gsr Q co anti-tracking 1 0`�� C 1 �� 17 A G 300 33 nl r 1 G 289.42 pad Gr O CMG z W l0a G 2C; G 301.92 A 18' host 9 C `fF� 1 13 FL1290.17 O 1 = � c� ^' W/O C gale \o`c.�v G 289.83 $roll/ence FLI 30207. 8 �1�• `v G 289 42 8 C2 1� ✓ 0FL 1 291.17 G 301.33 ` �V G 289.83 blackto°�: G 288.83 104 A gate for construction C 1 10 14 G 298.42 a N FLI 288.67 105 6 entrance&exit to be 15 77 G 289.83 3 J (� '� unlocked 8 open during 13 C 1 W/O 2 1�� construction activity only. A FL 1 29 1.6 7 FL 1 299 17 G 287.92 G�JS at all other times this gate 13 C 1 76 G 290.92 15 G 298.42 109 4 must be closed&locked D L C�LST�P 72 G 1 1 A 0 ` f f 1 1 G 291.83 v� G 297.83 ' BL FL 1 293.17 0� J 7 70 G 291.83 O P S 1 16 2 1ka"0 G PP 9 G 292.42 l L 1 294.67 C x I I (�\ � J`'1�Q- C2 bl4cktOp/ Cl C i s9 G 203•02 0 G., 5 106 �SIF 68 x C Q// 7 A 66 G 297.83 A 107 C-2g°'47 n R/ C 1 blacktop 17 s J 3 FL 1 290.17 14�'O S ' BR 7 C2 4 CG C l W/O C(USTF 3 Is FLI 299.1 � G 289.42 12 CIUS,, �•F RCG G 297 81 _ I J✓ r 5 A -- - - --- G�J 1 G 288.83 C 1 10 CLUSTER EF am ` G 298.42 D R 75 '°` e C(LSTFR by c� C 1 19 I-- u--� l I+t q - i kk.'-•`f- I_ -nML 110 O C 2 6 C(US7LR FF 6 3 x _Jjl1L l'O �: 4�w1 _U FLI 288.67 290.33 CLUSTER DD Z 21 C 1 rn FL1 299.67 W/o FL 1 291.67 73 ° G 298.42 G 20 O G 298.92 _ G 287.92 W/o B R 4 a - - - fF( - _ G 29G.92 G 290.92 �^ D R Effl $ I l i 'I D L FL 1 299.17 A 4 G� l t FL 2°3.6- y Y W/O 67 G 298.42 C 2 G 292.92 65 2 _ i L IVJ/O 6 23 L 1 205.6 42 Y Gz93-9z W/oUNIT "Cl" LEFT UNIT "A" UNIT "Cl" RIGHT G 294.92 ---- ------------ ------------------ -- ---- j \1; I'• )"N CC O v :v^T\G� 0 W V Coe .�o p W C. 566E OF ----, C/ 3_L= -ON- Cf L3 0/ L < a i �;ti :c =_mac (2)5660 DF a o I ' EGRESS I 1 �� I I F _ I l DAR, w ----'- /a- / / i i 15- � C.y ------------------------- -------- ------------------------------ a. �� 1 12-z*2' ------ 365E DF i T I ' I = 2 i 2 '2-<-) /J 43 0 A3.0 V\ALL.5EE J 1 I ' II ' ' � I ' 1 I I I I , 1 I ; ; 2 ; f _CA5 FINISHED FINISHED p A3 0 ; ' BASEMENT :.—S-L BASEMENT I I 1 z O I , N w 2x4 J7 I ; i \5:�0__xc nALL ' I ' -_ 4 ' S--\ON-NA_K J1,- -_coR ; �� Ipg a 2'-5%7i 01 2z6 INT.WALL I O 1 VFO�cNA-Iit\ N ; ��\ , N Tr'I5 ARE-\-I ' ' z I I / ; 0 32"00"TUB ' I 1 UPw/SHOWER _ II z N 2'-<2",, {b I " m N�_.�E UNFINISHED_ w I:�' — 'I, w 4 -� UTILITY �3 N ��BATH o o CL N� ry � � HVAC (3 00 r {- - ELEL 01 I O u� i 1`/r'FOR PANEL CT CPT i t _ X I ry O z /HOT " 1> 6. ID WATER s Q L----------------------------------------------- ----- ---------------- ---=------ -MC- ----- -- I I �_ 1 I J w 1 Luj --------� ' I �`b L N Q I- ir-------- 3-I' ' I 0 V)i r--------r I =TJJ NA-- l ' -------' CL I w L------- 1 I 3 -_ I I 1 �•___ I , y Z -- O I 1 rl N I I I I w N I , STAIR I 1 I w I I C I I 1 1 O I I I I I I z I I -02' I t ' I W I I J ' 7 o UNEXCAVATED I L ' a_A\-OR I 1 ; xo SLAB ON GRADE ; ; �36 H1� I e ' 1 1 ' f I (Y 1 1 UP \ ' I O i I -0� .�i ION N 1 1 I I IL I I JJA�:// --5 A<=A-�i i i a i i -A\7RA1_ ; I s _ N I 1 I I 2x3 5-,:;hA-- I 1 I i i i S-A R O\�- I V\J �- 1 I I I I I I /1 3 ''^^ � ^t . � L I - ^` i r---------------- I ' W a ; UNEXCAVATED; N I 1-------- ' I I --------------------------------I-!-I , SLAB ON cl �, I r� r GRADE ►' -- ---------------------------------------- - II I I 1 , I I I , r I I f I I I , I I I I N I I I I 1 Pi O a • I I 1 I I -------------- I I ---� ---------- I L 43 0 a IL / 25-✓ ± W W Y C o z CL X Z J I BASEMENT FLOOR PLAN w/ WALKOUT 2 BASEMENT FLOOR PLAN _ a Q� SCALE 1/4'=I'-0' SCALE 1/4'=I'0' 03 CD i x i Y i • a i FLOOR AREA"A"UNIT. 0 BASEMENT 777 SOFT FIRST FLOOR 998 SO FT SECOND FLOOR I•L25 SO FT TOTAL. 5.203 Si)FT Y GARAGE L39 SO.FT 0 2' VOLUME: 28.023 CU FT x III/J ` L:��N'� G�-<0=c-.I_ •�-s- I----- ' I ' v I .. \- -- ................................. � -----------------_---- � -- WD.DECK OR I I t IG r_---------------- BLUESTONE I "' 3 0 -3 0 — - i .............. /_-cam..... _ .. I I � I\ r, s o,_ -------- O �'-_ 3660 GH 366J GH ,6 1, F '/_ _ , s'-=_ --�'- �r ----..+ U = - O ♦�' r -- --- - - �_-�- ------------------------------------------- ------A"------------------------ U LLJ IN w �`� 2�05 2535 I 366E D 1 366E DF 366L pF '66L DH �+CSt1 c�� SMT I �+ ' WC + TEMHE1 C -iI I ♦ ---' \ Nl I D qR I 356E DF 365a DH 355E GH 355E mr _ II � �.�--�--mot^ -�--•------•--- - -_- d C. c0 � DINING I'�`�'� 8x61N wA LL' _-7GIAIST�R o (a 2 2 ROOM '5,2hb TY:�'.)-- BATH I b _= TILE ER b� �-C✓=zZ�_•I^\D�W=I% ao . m 43 0 43 0 W/T FRWZFD OcT 0\AL:�E' ♦-�I-�_ +9 GL S D OR 8L"VANITY r 12'D==c t✓= -AN=�1 -7 A_L�n -ZC OAS FL,- SEAT 1��-�---Z �L r- ECG-\P= m 3 -'Z�L AG=�I I cv 'I 010 MASTER 43 1 -1 A3.1 f, G-G' 2x6 INT.WALL ry J Ill U- `u BEDROOM a y I ' I HgpO --V' ro 3 KITCHEN ......................-............-............................................. :.... '' - , F=_' r L-- i _al� w i i I LIVING .�--- I Oh � cHgsE WALK-IN �'ay I Z o z o `i i ! ROOM I r_ CL 6e. G=-I�f,a_ !Z 1_ Z IG u, i i 2 _ _�_2 5K`'L Ste_ A3 0 43 0 ................................... Z O 3 ,, I A3.0 a3.0 O II i 3 „ I ROD a SHELF W 2% 2 Cie , � I 1 .13 0 [.3 0 SHELVING _ `�:�-5-P_LMSI\G- ) NICHE ' ONLY FOR 5INk 3-6' ALL SOD=_E i , I ♦ Oc'-IONA_ REF n> WA_L a DEN ' �v ' I , I r 3'-c' 8'-4' 4-4,;� -6= I uti ' - LAUNDRY �I , , , �i�GLOS\G �`, - Oa`IONAL �i N I 2x6 INT.WALL I r 2xE 5`l,7 hAL_ r, DCN i i �� `; = v - �b ------ ♦ 1\5 D=2x�^A a3 �� -- �♦�lnA-- I ^ `'IC NB<\\_.7a. ^ C� ROD&SHELF I II 'n '� CL I ry 6B• ,, �� 0��`` PER=-.CL�E�-• �' N CL n / _ �O �10 �f 6&• -----_----- I / �� J n� o• e`b I HALL ♦ - I �G _ r S `b"C'= PANTRY _ {6• -I-r ti LINEN STAIR Avid. r 32"x60"TUB _ ___ 'rii 6. •10 - c'• ' ur W/SHOWER r CH SE I 6. MUDR OM 0 �' 6. n , , rn , ,, �- IF�D I 9. ti v DN '6 I n i 2x8 INT ALL 56'I-•&_ I , ,, O Z Q) e -- r B' u� 1 I SUAe i ♦ �v ' ' R / ?'-_ I_^ �> -mil ?• 'BATH 1 b� H.A\7RA1_ � i�i �`i I i,n`` i I ILL N U -v,EN I, 1 6� ti , e�_EN, w I O�Iv^NAL , �y Z Q 0 2x6 INT.WALL A50V ®ui ! , OPT10\A- n> BE_0'A i SKYLI BHT ` j O I 674 VANITY 5<,�L G,I- un.o \ Lu -..L05 NO 2 MIN.RATCD DGOFZ - --- I ® ROD a SFIEL. +I o`lo �1C OD a SHELF ♦ I 'J �— —� I w Q Q _ U- I FL E /� I V)i 0 H E WALK-IN 2x6 INT.WALL :G'x30 WALKjN - 'r 3 x STAIR i �� F-----�, ---......._-- -------------- ----_ _._._—._—...-------. . F _4y" CL e� n ATT G I ,''l' CL , tL __ T I 6. Ile b_\1 U.l n1 c �6• k � �= - j 0 '--45ARAOE rvALL5� ® - B• c'y tib I � ............................................................................................_.................................................... �— �`° ................................................... w 'YP=.,x.5Y=BG ARD''') I;� / - Oj / r s v GARAGE w n �-» OF I -- -- -- - - -- � I FOYER ' �� I x O ---------------------� b.. p i 4 3'-q _ A -� _ 11 ` A3.1 _ N I (I I;�Ir✓"x b'�ziL__ ►� I BEDROOM#2 BEDROOM#3 - 1 I + I I O� I I I - _ 14 NE OF - I W i m ' _ r-- CLOSE-.4 I+� Oi S' 2559 CSMT I EStcE'S n VDCN�h E5-ll n NrCnZ I NC:A--+E¢5TZ Fg'E'� I '�\� � I i LIMITINO D=V GES L 11-VG DOO;c° H=A-E;c 1 ---// --- I-� T-JAT H4V_R___A5C ---AT HAVE RE_CA5= v I I 1 1 C;'_J=mob I I N=G-A\SAS`O N=!.-IA\5�I5-i i Y � y /T..v) i I "1I I I A__cK`GR A_r- r1 I .6 t _.n`GR N I I �e BLUEST O E �� z nnll• 16'0"A8'0"OVERHEAD W I 366L DF 366E DF q, 366E DF 366E DI-t\,TERRA E - O - - ------------------------------ - - ------ -- ---- RrSE`^5_NG / FALL i\ •�- -I- QA_N5 SEL:?N i ♦ 4 G^✓_UM\G V_RS !.OL.�V GGV=RS 4 :V= 11t 1 �-i 2,. Ib'-G' t� b'-O" i,_,I„ I - s- > > �. -. -D DIS _,� D 0 1 � O _INE OF/4A_L B=Lin 23-•+ I > I x rt I Ct L Ct A3 0 �. 430 2 SECOND FLOOR PLAN ROOF PLAN x Co FIRST FLOOR PLAN SCALE I 1'-0• 3 SCALE I/4'=I•-0" Y SCALE:1/4-=V-O' z a s Y y i FLOOR AREA"A"UNIT: i BASEMENT: 777 SOFT FIRST FLOOR: 998 SO FT. SECOND FLOOR: I.L25 SO FT. TOTAL 3.200 s0 FT =_ Y GARAGE: 439 SO FT 0 21 8' VOLUME: 28.023 CU FT x Z Zug a.p a W :t O a 4A— a�.i J GAr >a C a C U.,U ¢oc Q'•O d'p W O- p o 0 0-- -r v U x i v U o °C U Q D AR,coo _ a 4�P-ALT ROOI � � r BE:RGL=._� - F-N.�A_ RGO= (t I c'\G_C R00- r VGL I � ac I � T q y '�Asl V J _IV .....__......._.......__...._.._._._......._____---------•--..__........._.._............................................................................._...........................- ----- -- ------.. -- -..__._.._..------.._.--- METAL FLASH'l._ ---------____- _. METAL FLAS:-+INS A--r'E-ZA.V^✓= I I: 4T TI-E HEAD G- AT THE HEAD OF I _ - A n N ih C c A_L nl\.�On:a I ALL hl\70n15 a ..., ••• =BOORS'TYa. - - -•._...- D00R� -"P .......................................................... Z LLJ oe I— i \ _ Ix''✓G TRIM ILI —Ix-�/G �I"1 _ / r F�/G TRW I EAVES c GJ-T=�S w 2,x 3" \ / _ -' GJ-TERS.. ='x 3" _ �� r I L I =.A/__ i 4 EAVES \ 1 a W�iIT-_A_UN. \ r�i..0 1'``r�`-Ul�• - I � .i LE4D=Z5(TY=) A3�. pA�a,T 1 LAi=RS'-`ia: R4�=�(T.P. O CN-- --- --- --- - ----- - - 5/4 PVC TR M _ i �--• iI 1 IC ---. --I�fI^.__.....L._.,i ----- i II _ 5/4 P/G-;z N O GCR\ErS R GGR\C<S d _�Q-- N AROUND AROUND AQOLAD5 5 ------` :�.oR5 AND A\" Lu .� �-- 111VDON5(TYP.) hIKDO^5(T••a•) I 1 I, nINDOhS -••G.� r �`- `�4I I LU I i i � - -- ,� � i_v=�-ate , �CME4 E$0 AR i ..E _\ ,,iAR✓ i l-' L � 1 GE`�C\TEOARD EF � 51�'VG.5Y R VcA-�. a .v �. _ -,--- I I\� 1 ' i "'• -- i I --� 1f I i I i _ a" E L _ _ _ _ _ = El D N.5,5/a"REVEAL =L 4T M 51 i 1\a.5Yc"�cC�•-AL - -]v .. EF:' _ p z u 2 y '-- ._._._._... 2 I ——— 'cJD— —— Z i i_� ---— ——————.—.—_ —. ICJ —— I—— T.O.SUBFLOOR - I % T.O.SUBFLOOR --J� ---_-_- T.O.SUBFLOOR I v) -- ----- --- ------------------------- - --Milli Z 6"„ „STYLE I. RA1_I\y, -- -_ O - - -- _.. - - - _ _ r-- Lu WH!TE ALUM. _ I 1� 5GUARE I 12"50!)AzZ� _- __ W I J GUTTERS w/2"x 5 I'i ---- -- - I ..OLUM.N _ i ! I :0LL) , U J COVER OVER -• i GOVErc OVER ,�� uJ Willi=ALUM. -- - _ --- -• � _ ---•- 1. .I i �- LE4DER5(TYPJ WD.COLUMN I I KID.COLUMN LEADERS U Q r FJL�� _ _LjLJI n�� I j L /a F/G TRIM O I) ED lI� � i , � ---r•• I D� H TRIM wi IE RES_`_1B_NO II '_ I ( I i r------ �p 36 H P/G ,p O COLUMN GOVEFc_ �' _ --1 i D. •' - I r I - D aS I GUARDRA'L L! U i---- I T 0.SUBFLOOR T.O.SUBFL00R - ---- -----�--- --- I-- --- I T 0 SUBFLOOR - ------------ T- --- �- -- -- — — I j i / TR 1`� / I/ I I I 1 1 1 I , I I 12"SQUARE ti I —— ........ ................................. ------ ...... I i. l�F V 5-I GRAD= -�_tea I 5'JES-OV= I ' li I 1 I 3LJ=5T.\= 1 1 /G'l.\T5 ON G0-Uv\ ................... ". Z Fc_�E M I - 1 I I I I 4V-< _hZRA._- I GO\G F�L' COVER I GGV�@5 i - 2��=✓ i I �• ; '' - = A3 I ; --------- ---�' i ...� L ----------------------------------------------- J_G,LI�.�•_.e��_�+ - .�✓VCZ OVC-'i - ----- _ ..._......._._............... ............. T 3-T--� 'I (I I I - -, 1 ' \ I WD.COLUMN I �--- 4 i------ ---- -% - A3.0 = I I II I I- ------------------------- --------- r--- -------- - �---- I 1 S% L-r--- IT i. � :✓l,aR7Z�l_.,I vl = � - i i 1 1 1 I 1 i A1_— -- CN — 1 ihl4T=R METER GL05E` i I i a I IQr I 'I 1 ' AV^3 AD_ u - .I I.. n=ATE=R STRIFFE I I ' I ' ' - -- ------- ----- - -----............__..... �...._.. i �-- -__ a I I y I ' DriOR HEATce _ -- II I N 1 1 ........ ............................... ---- 0111 E' I r i 1 I I 1 I Y.t�Pi�.nh=�N �_ _ .. ....... .. hE-1../5TEaS - -' '..-----__ ...._-.-..._................ - a^ I I II I III I 1 I 1 I ! G T.0 SLAB I- I T.O.SLAB _- TO SLABg g J L_ _ _ _ _J ---- - ------ _ - — L_ • _ CN N.�H GR.�DE I N rt Ct 2 It iI i i i �3 1 I G0t\:I=-G FRONT ELEVATION ( REAR ELEVATION 431 �; t.A3.1) � � ' SCALE 1/4'=1'-0" C2� SCALE I/4'=1'-0' i --------u--- -� I .L L-�-----------------------._. _l_.. 1_---'---_ ..----•---------,._. F a) 3 REAR ELEVATION W/ WALKOUT GENERAL NOTES: I WINDOW/DOOR NOTES: SCALE 1/4'=I'-0' L I SEE EXTEPIOP ELE IATIONS 3 SECTIONS FOR ALL P.O.8 TOP PLATE HEIGHTS.UNLESS I ALL 411ND0/IS/DOOP•S TO HAVE MUNTIN PATTERNS.AS SHOWN ON ELE,/- 'TiJNS OTHERWISE NOTED 2. REFER TO FLOOR PLANS TO CONFIRM WALL THICKNESS. 2. ALL WALL DIMENSIONS ARE TO FACE OF STUD/FRAMING.UNLESS OTHERWISE NOTED. 3 PROVIDE CUSTOM SIZE WINDOWS AS REQUIRED. [ •� 3. 2x6 NOM.EXTERIOR WALL FRAMING a 2xL NOM.INTERIOR WALL FRAMING.TYPICAL. L PROVIDE SAFETY GLASS IN LOCATIONS AS REQUIRED BY CODE UNLESS OTHERWISE NOTED x L .-M J y L Y Y y • z 9 i L X 0 2' 4' 8' x TTE:NJATIO\ A-rE4,,\-C,\ !:.=p RA L WALL OVA —7F JI T:7 TI z z Uiv ov 08 Ix�-V:s ROO`1\6,RtN U LP L\4P-R eg a Lu o _R M. 5ex 2 PV" R zlAI\ cl :,---, _-A:.;50ARU C, a, 5' -_\T =--^r,. u �: - >< THERN/Al- AP=RO/ED 4; 'o o;;,: IF ARC lv:-,T;;,I'-' 12 :JAR- u z 5 L NER E A.5:-�E rLL, --RAh/\(s 09 u AP=PO/E::> L NEIR.=ANE-5 e--LO=E CER F_. .4 BEAV.=A I r-O\/=;Z CAPPER, N PANELS _0=_-ED"LL F=ER'LP, C-= -I-, SEPARATION WALL DETAIL RA ;�Aw 9) �L! -JL SCALE 1-112"=1'-0' D Afi SEPARATION WALL DETAIL C.Afn 8 c- 51 SCALE-1-112"=1*-0' 5 PORCH EAVE DETAIL SCALE 1-112*=1'-0' 7 SEPARATION WALL DETAIL SCALE:1-112'=1*-0 -Al\---/ 9 12 L L 101 ROO,-- O\ JL 5_OFEyA'-EIR,F-. .... (5JT TER M:-AL DR P 12 10 -w ... ... Roor:f.ON5T. z 430 A 0 0 A=_cl-AL-/r 5Z_K:5LA55 !f,,-TL-R �Q ROO=Lo\-5- EA\/-= =00--5-4 N�5_: ON > 0 15#54,1 =A=r=;Z I L uj • ASPHALT/FIBERS-A55 e 5/a, EXT=�_'A:�S+-EAT--JNC, 5 II-IF15ON, -1-4 OR 577 07-A I H-5-JURR e-'A,\:: ROO-54 - E\0 N�'ERr:;A:�;.;P,00- • �5=5L,LVI\O'-A`E;;F, RJ55 S=RAY FOAM ;=X- PLYKE) S-4:ATH TRIM V) • ENO'NEERED KD.ROC- I N 0 K:,;>.BLO_`<Nry PA N- x 0\/C RJ55 4/e)=RA�Y=OAW 5S-_=n-LED :=,\/c ? < CN 45ULA Lil PVr_TR W 5/6,:arP WARD,PA%lNT -Y2j KA__ EN:T.WALL EA.S-DE 0- TR M-0 R::S-=V5_•_ ui -3:A-1-A DB-. 2 =GLARE Q 5/,.xe-r-\/-- Ar _R EPEE WALL fOL_P'-l'\ C_AF=OAq,7/ 5==�-ON-= 0.6 CIS! 0 B.)-D\6 ARA= T' =-OOR C�0\5- A\:�OA AS r,0\5- > ND Z a) • F:N 51-41 FLOOR 5-:-AT-\0 043 1 0 74 6--YAr. 0 A:;; '5-L:�)= -10-L-AD. a) E NO 0 -IVE Z;Zr-ORA 2`FLOOR J015T S-=;ZA-'FOAM 12 -LOO;Z j'-'*e'r5- 4 MAIN EAVE DETAIL RAILING/ TRIM DETAIL 0 a) • 59'GYP.WARD,PA N- I\SL-A-IONRA' 5&'6'0 504,:Z:�,PANT SCALE:1-112"=1'-0* U Z U 0 5y= BOARD 6 SCALE:1-112'=1'-0' LIJ 'A\T < 0 A3 0) lk T 0 SUBFLOOR T 0 SUBFLOOR--"— CL < r 12 u 3- 12 ;ROOF < 10 Lu < BUILT-UP 10 L 0 V) a E vil GUTTER . ..... �77777:; 'N7'5=_ ARAT 0\^A--, UL-U536 2-HOUR RATED STI_RA7\6 61 6 NOTE 12 12 0 10 - (2)ROA5 2x4 KD. A3 0 PRIOR TO INSTALLING SHINGLES,INSTALL GRACE*ICE 0 > "zo:e 5TL,05 a K/3'2 314'F;\/:S WATER SHIELD'OR APPROVED EQUAL.SELF-ADHERED 13;=ArE3OARV RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES FIBER&LASS A,�'OU5TIC, A--_-NJAT!O\\ EAVES RAKES VALLEYS HIPS.ROOF-TO-WALL O=FIT a (2) oyp.BOARD INTERSECTIONS AROUND ALL ROOF PROJECTIONS.AND ENTIRE ROOFS THAT ARE FLATTER THAN A 3:12 SLOPE DIRECTLY TO LIN---;Z FANEL5 z ROOF SHEATHING INSTALL*ICE&WATER SHIELD'FROM THE cv a ty2 AIRSPACE,EA 51:;;E EDGE OF THE ROOF TO MINIMUM 24'INSIDE THE EXTERIOR -1 -)2"GYP.WARD,EA. WALL LINE. INSTALL PER MANUF INSTRUCTIONS 5:DE,PAINT II J x 0 "0/ZF ...... 0 T-r-P.-EF�RA_-4 04 0 TYP.FIRST FLOOR-CONST. "P.F RST F-00R.'-'ONST RANDOW co • FIN151-H FLOOR * FINh---H FLOOR T46 PLYAP. 0 a) I SUBFLOOR ro -OIPAC,-ED 51,15FLOOR • jb'7�,=Oofz J015- ON 0 6 -_OCR-0 5T >1 MASTER -1 1 • rl/,"6-t-F.BOARD,FA N- 0 5X GYP.5OARl-,,PAN- HALL 0 BEDROOM#3 ol::� LO BEDROOM - C14 a) c� 31kTO SUBFLOOP SUBFLOOR I I I I - I JkT.0 SUBFL —-—-—- F;zOO_ T.O.hSUBFLOOR 2 . .....it L I a)4, 4. 0 IN5ULA-E _7 F 1=111= =11.=l i 6ONS -N:7 /qA--r-ONST R I TE R, O�-rvARA:S= F;�ZCM-S-ION P---,AR:; 2'A R5l*Ar_E KAT-=;Z=f;ZOO=SYSTEM LIVING MUDROOM 2x4 K:D.STUDS o lb'r,c. EIN.:rO\C NALL 0 CL 5'/ 501AR: ROOM GARAGE A r,:�y-:Ae %45ULATION.EA.5 D- 2x.4 AD.BTUD5 S • '-'OVZR 0/-.R - 711.BOARD EA o.s. S-- A'FOA\4 T 5:;E FA =O_)\ ATION HALL AD :�,O_." w -7 REI\�SONC.FOOT N�5, 12'a-P.BOAR--.)PAN E 5---v�-;R-h�,TU;ZA-:;^c-s L T.O.SUBFLOOR -E NOTE: 4 5LO T 0 SLAB @DOOR dj -YcP.00%4�".51_A�=CON15T, CONC, 5-AB CONS-T. I A :,j I j I m. J A%rG ALL WOOD IN DIRECT NOTE- F,-i al lEal]F_=::E E.. L CONTACT w/ 4 'O\ -LA5 ALL WOOD RE 51-A-5 111-=.LIIFl A 41 • 4 R--IN. N CON' Fl-�7 �1=1 CONCRETE 7. T:-fll 0'A L.POLY\/A'--O;P, IN DIRECT M vp;;OR SHALL BE • PRESSURE CONTACT w/ BA:;ZR ER ffl: I j 0 f 5-- Ll 9;'COMPAr-TEZ;� CONCRETE TREATED SRA\/ZZL BA5=ON SHALL BE T-1 CRA\/E-5A5E-:ON FINISHED 4T PRESSURE 50 L %) BATH BASEMENT TREATED. T 0 LAB TO SLAB B B 7,R A T 0 SLAB r_F<-\1E_1-4;ZAP==� _.-_ _. I B ,p5a, RE'4 SCNS.=00-1\3 CC4NE/--T Tr,DRAI\ REV', rO.S T\G, 5E=_ tH-HE;_=T;;Ui:,T(,RAL DA:r,'5 roql%/ORE \r-o 3 WALL SECTION FOR MOR::IV-0 BUILDING SECTION WALL SECTION WALL 'I I SCALE 112'=1*-0* SCALE 1/4'=1'-0' SCALE:112'=1*-0' q CAMERA-O'NEILL CONSULTING ENGINEERS I I Structural Fnc7u+eering-Design 121 Plac•Point Lane I I I Cemefa/O'Neill °ortsmo..ln,P1 o:87s 12"THICK GONC,.FT6. I tuo„lu v_ «ns :o1.57d.x:Hj REINF.H/05 BARS o 13'-5K' 15'- 12"O.G.E.W.,BOT. - 4R' 13'-56' h. PROVIDE 45 BAR 5 AT 24'O.G. y�. �� V. VERTICALLY 4 HORIZONTALLY CENTERED I'-4' 12'••bIS' I'-4' COORDINATE � lc ON WALL.PROVIDE 05 Da*LS INTO FT6. q•�• WATERPROOFING TO MATCH VERT.REINF. 4 A 'T' �o CONC.FT6.REINF.W/84 Ip AND DRAINAGE W/ �! �/ i r t g BARS o 12"O.G.EK BOT. b 40+ ARGHL DW65. 50.1 e :� L' ::, Z Z u+ v E 01 Q TO.WALL --- --- ---- ,, ,s:.� „>_ c c" u o PROVIDE 4 INSTALL !6 5 AI �' r;; yte�+r su U, c c0 0� 01 SIMPSON AN"STANDOFF , O O r [GOORD.W/ I I PROVIDE d INSTALL 1'-4• r`7 v�(f`"' •r C W V Q ce BASE 4 FASTEN TO GONG. I ,- I AROW I I SIMP50N ABU44 OR ABUbb ;.;, �9.� m W c v- 5" W/5/e DIA EPDXIED L -_ L J 5' TO GONG.W//e DIA E:S•`s•r' .- o o 5' THREADED ANCHOR ROD(b' I 5• I I STANDOFF BASE 4 FASTEN 10'DIA.REINFORCED O - 5 a o 10'VIA.REINFORCED U V 2 a EMBEDJ 3'-2' SONOTUBE PIER TYP. 3-2' I I in EPDXIED THREADED q (EDF.MIN.PIER, _ b"WALL I I ;� ANGHIOR ROD(b'EMBED, SONOTUBE PIER,TYP. PERMIT SET u Z o BELOW GRADE) 4 ��-1• (BDF.MIN.3'�i' U GOORD.W/ARGHL I f'-DS' GONG.FT6.REINF.W/44 BELOW 6RADE) Q 1 i• L 4 ---- -I-------� 50.1 I L 4 J BARS®12'O.G.EW,Bor� ,`Q (0* II I ADJACENT I -1 ADJACENT I •' ' I __ 1 FOUNDATION TO.SHELFIT ------ I 50.1 9 FOUNDATUON I IT --------- ---- I 5 L -2• J [-ID'-2'] T O.WALL I I Q 51M 50.1 5' I IOTA.WALL®WINDOW I TO.STEM ®�� I 5' I I [GOORD.W/ARGHL] TO.WALL I I 5' S' FT6.STEPS I �;• i O [�,�•] [-10'-2'] i I �_ [BD.F_-14'--- ------ - I 1 I b [-0'-SI'i] i L-- 11 I I Q PROVIDE�4x48' ---- -------�_-- -- - -- - ---- -- I i O -- ------- IA DIA60NALRE$AR - ------ - - -- - I '� -- ---- -- -- - - I AT RE-ENTRANT ADJACENT I I DIAGONAL REBAR [BOF.-10'-10'] SLAB CORNERS. I UNIT I 11 I AT RE-ENTRANT I [ I # I FOUNDATION 1. I SLAB CORNERS. TD.WALL cTi �. I ADJACENT UNIT TD.SLAB 'fl O I I 6.STEPS I TO.SIAB p 0 I I FOUNDATION o BEAM t3EY.-4'-b I I ELEV.-4-6 TO.WALL - I _ I I I I I I I [CooRD.w/POCKET I 50.2 I I SLAB DETAIL TD.SHELF "� ^ I [-10'-2'] 01 '. I 50.2 I I I SLAB DETAIL 01 I cii I .I. 50.1 T.O.STEM O150.1 Z 10,WALL 41 I 50 2 I I 10'WALL Q I I H 4'NORMAL HT.CONC. m 1 I I 4'NORMAL WT.CONC.� m I I w I'-10"FT6. 51A�ON-6RADE. I 1'-10"FT6. SLAB-ON-6RADE. I SEE DETAIL I I I SEE DETAIL I : :I I i :I. I •�' I r-10, 12'-b4: I 502 • I I I r-Io• 12'-b9c• I PROVIDE 4 INSTALL I BEAM POCKET AND P.T. I I I I TD.WALL I I BEARING PLATE TO I TA.WALL I •.ACCOMMODATE BEAM. I I I Z CV PROTECT UNTREATED I [-0'-5►4 1 I LUMBER WITH BUILDING I 1• I _ I { I Q r , THICKENED SLAB, I I FELT I r THICKENED SLAB, I QL I I SEE DETAIL I I I I I I SEE DETAIL I � o I I TYP I I I i t I N Q I I 50.1 T.O.HALL I I o 50.1 TD.WALL I O I .• I� I I [-o'-5r,'] I i I I I a. I I [-o'-5r4] I •' � �Z z c ADJACENTUNJIT I •• I � I I � I � I m � I I � .. I Z � N � I I I I ADJACENT I -' I I I O O Q FOUNDATION I I I I T O.WALL I I UNITAll; �. I I I TO.WALL I �' I I [-0-W'4] I FOUNDATION [-O'-5Ij•] 0J 20'-2' 'T-10' I -- I T O.WALL®BEAM 1 20'-2• '1'-10• I I TD.WALL o BEAM IY wPOGI�T[-1'�►4'l POCKET[-I$'4hiIIL U Q [BO.F.-10'-10'] I I IH 0 --- -j---- -------- I I I --- •- �� I -� IN THE EVENT OF SEP TE I I SIM tV I I I O POUR5,PROVIDE 4 INSTAL.05 I SIM I I I I IN THE EVENT OF IN5 TE x 30'LONG DOWELS o 120 L. I I 5 0 I - I 10' I x 30'lAN6 PROVIDE DOWEI_5 0 12'D.C. I I�Q 5 ID'WALL vazT.DOI I Ft7 4 EPDXIED I O I 'i. I 50.1 _° I '' I 1'-10'FT6. I VERT.DRILLED 4 EPDXIED O I I 50.1 ° O I I I'-10'FT6. r FDK W/b' I I I DE 4 INSTALL FM W/b° i = • I I I� I .. DE d INSTALL W POCKET AND P.T. I I I POCKET AND P.T. I SLAB DETAIL I I I I INS PLATE TO I I� I SLAB DETAIL I I N6 PLATE TO 50.1 I I I I ATE BEAM. I I I I ATE BEAM TEGT UNTREATED I I 50•I I I I I TECT UNTREATED ? Z 51M T.O.WALL I L WITH BUILDING I 51M TD.WALL 1 3 I '.. I I I b ®BEAM I T 3 I I •, I I PO BEAT I r' I T WITH BUIlDIN6 502 4'NORMAL WT.GONC. T I' I _ A b • O I 50.1 [-I'-d'4 I r- 502 I 4'NORMAL PIT.GONG. I 50.1 [-1'•d'4] I '- ►- SEE DETAIL PROVIDE 4 INSTALL I ^I I OSLAB I ^I ea O OEM POCKET_ O SEE DETAIL PROVIDE d INSTALL p _ BEARING PLATE TO I I TD.WALL I I .� I BEARIBEAM �N6 TPLATE TO I I TA.WALL I I A O cr ^I I TD.SLAB ACCOMMODATE BEAM I � ®BEAM I I it I I TD.SLAB AGGOMMODATE BEAM. I ®BEAM `4 I a lv.-1-0® PROTECT UNTREATED I - I o POCKET o ELEV.-1'-0'o PROTECT UNTREATED 19 POCKET `�I , Q v I GARAGE DOORS LUMBER HITH BUILDING I [-I'-61'4'] m I I I I GARAGE DOOR-5 LUMBER WITH BUILDING I I p [-1'�'4'] m I •I' I FELT I I- I 4 I •. I FELT I I'. I 4 m I I a TO.WALL I I O I I 50 2 i I a TO.WALL 1 I p I I 50 2 I lU [•O'-SI4'] I m I i [-O'-51'4"] I TD.WALL I I I TD.WALL •• I I 1 IN THE EVENT OF SEPARATE I [-0'_51V l I IN THE EVENT OF SEPARATE I [-0'-5►'i] I _I• I POURS,PROVIDE d INSTALL#5 I I I Li I POURS.PROVIDE d INSTALL 05 I x 30"LONG DOWELS o 12.O.G. I I I I x 30'LONG DOWELS o 12'OL. I VERT.DRILLM 4 EPDXIED INTO L--- ----J I I VERT.DRILLED d EPDXIED INTO L--- ----J I N T.O.WALL FM W/b'EMBED. I I FM W/b'EMBED. _ x 0 � I T.O.WALL 1 I [-0'-51'4'] -------- I I [-0'-SY'] TO.WALLTD.WALL 8 •DOOR �_ I I b'WALL I I 3 I 8 ®DOOR �_' I I-6'�L r - 50.150. I 50.1 N I- -- ---- -- -------J I �I i I L ---- ---- -- -------J I �i `� I So O 1 LL I Q ADJACENT {_ __ �_�__r_-___ _--_ _ T__�_�__._-�..__ ; I T A�T L� UNIT i I r I tD1 L FOUNDATION I _ 1 sJ ADJACENT J Q - [BAH.-4'-67 - - ----- - - 1 - ADJACENT FOUNDATION UNIT I I `fl r UNIT Q [BDF. FOUNDATION I Q I 1 L---- I FOUNDATION I Q I a L- r� •- "' I ------ - ...... "' I ------ - d' 50.1 50.1 - -- L - --- - tl'-las' L a r•- tr-Ias• tr-las' D.4w]ALL 4 �'-las• � WALL 4 Y I tib'-3'COORD.H/ARCHL 8'-0' 10 I I tlb'-3'GOORD.W/ARCHL 50. 50. I I I I x E)FOUINDATION PLAN-WALK OUT BASEMENT @rAL DATION PLAN-E&RE55 WINDOW1/4'=r-o" E:v4•=ram• FOOTING SCHEDULE s FOOTING FOOTING ID TA6 SIZE REINFORLIN6 W 2'-O'x2'-O'xl2"THICK (5)04 E.W.BOT. F2.5 2'-b-x2'-b'x12-THICK (4)#4 E.W.BOT. a CATION PLAN NOTES: ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, I. T.O.FIRST FLOOR SUB FLOOR SHALL BE GALLED ELEVATION 0'-0' CJUT-OUTS,UMXR5ROUND UTILITIES,PIERS,FOOTINGS,SlAB5, 2. ALL DIMENSIONS,ELEVATIONS,SHELVES.BEAM POCKETS,CUT-OUTS.UNDER6ROUND UTILITIES, AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED NTH PIERS,FOOTIN65,SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, CIVIL,6EOTECHNICAL,MECHANICAL,ARCHITECTURAL AND IQ 6EOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. TO CONSTRUCTION. 3. ' LLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED 50LID WITH CONCRETE.PROVIDE LA x X2'THICK'SPRINGFIELD'CAP AND BASE PLATES AT ALL LALLY COLUMNS. 3 4. 5EE 6ENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION 4 SPECIFICATIONS i CAMERA-O'NEILL CONSULTING 4'INTERIOR CONCRETE ENGINEERS Structural Fn me"rin Dts SLAB ON 6RADE w/bxb 2xb WOOD 5TUD5 ,v MR-Pant Lane z WI.4xW1.4 W.W.F.SLAB Camera/O'Neill Portsmocth,Rt 0:271 I "�'�°`' SHRINKAGE CONTROL JOINTWG a- v ; CONCRETE SHALL BE DOUBLE 2xb SILL(P.TJ.FASTEN SILL ®I6°D.G. _ "t nd=5d3 (PROVIDE 5AUT JOINT O o = i 3000 psi MIX W/NO PROVIDE AND " -�'`�"' : IN GONG.SLAB AND FILL w/ z ~�- ADDED AIR ENTRAINMENT. INSTALL CORNER • PLATE TO CONCRETE WITH 6ALV. BARS TO MATCH DIA.EPDXIED THREADED ANCHOR EPDXY AFTER SLAB CURES) \ I SIZE AND SPACING RODS 648"O.G.AND 6'FROM WALL 0 W EW Y \ ENDS(6'MIN.EMBEDMENT) \ � RUN HOR BARS OF HOR.WALL 36. � � T �- V. 10 MIL.POLY.VAPOR LONG REINF.E.F. � -- ---• PROVIDE a INSTALL 5IMP50N- P.T.POST, �� •y RETARDER.LAP ED6E5 #5 x 24°LONG ABU66(OR ABU44 AT 4x4 SEE PLANS `f �� i •� a GONG.SLAB ON—. BARS®12"O.G. a <., G •, z z u+ Q)Q 6"MIN. POSTS)STANDOFF BASE a i� ' GRADE,SEE PLAN (2)GONT.#5 FASTEN TO CONCRETE PIER W/I- DIA. we,& W ao t b THICK COMPACTED BARS.BOTTOM DIA.EPDXIED THREADED iC C� Q o o GRAVEL BASE LAYER TD.SLAB EL. ANCHOR ROD(5'EMBEDS `O v U``�1 '`� o`"~ •- EL.SEE PLAN _ ,.— - �I�'=! ;;Ur^9�. O°C W o p o UNDISTURBED VIRGIN SOIL \ T' _ O - N o c • U x c'3 OR COMPACTED 6RANULAR FILL . • 4) 4 PERMIT SET u o • oe Z U CONCRETE WALL INTERSECTION 1 0 IO'DIA.GONGRETE SONOTU13E a d I.SAWGUT SHRINKAGE CONTROL JOINTS SHALL B DRILL AND EPDXY ALL E PROVIDED WITHIN 12 HRS. LONGITUDINAL THIGKENED SLAB v 2 iU OF SLAB PLACEMENT,AS SOON AS CONCRETE 15 CAPABLE OF SUPPORTING PROVIDE AND INSTALL OUTSIDE REBAR INTO FACE OF rn &L.NOTE: ;O SAWGUTTING EQUIPMENT. CORNER BARS TO MATCH 51ZE AND FOOTIN65 AND WALL5 AS AT LOCATIONS WHERE INSULATION 5PAGIN6 OF HOR REINF. OCCURS,TYP. 2-O' 15 REQUIRED BELOW THICKENED m PROVIDE d INSTALL 2.LOCATE SHRINKAGE CONTROL JOINTS AS INDICATED ON SLAB PLAN,OR AT CENTERED ON SLAB PROVIDE AND INSTALL 100 i (3)#4 HOOKED MAXIMUM 5PAGING OF 20 FT.O.G.IF NOT INDICATED ON PLAN5. RESULTING WALL ABOVE SHAPE SHALL NOT BE 6REATER THAN 400 S.F.NOR EXCEED A 15:I LENGTH P51(MIND RI61D INSULATION F DOWELS TO WIDTH RATIO. 8 . '' '• 36. SECTION THROUGH INTERIOR BEARING WALL AND THICKENED SLAB m •. 3.OPTIONALLY,THE SHRINKAGE CONTROL MAY SUBSTITUTE PRE-FABRICATED 3 PLA57IG STRIPS INSTEAD OF SAUTTIN6.SUBMIT CATALOG CUTS FOR SCALE:3/4'=1'-0' WG APPROVAL PRIOR TO U51N6. B.O.FOOTING OL SEE PLANS 4.INSTALLATION OF ALL NON-STRUCTURAL CONCRETE SLABS-ON-6RADE SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST ADDITIONS OF BOTH, PROVIDE AND 4 CONCRETE 50NOTUBE DETAIL,TYP. AGI-3bO AND AGI-302. INSTALL IN51DE 2'-b'MIN.LAP (2)#4 BENT BARS 5GALE:3/4"=1'-0" CORNER BARS TO AT BOT.OF FOOTING MATCH SIZE AND OF HOR. TYP.INTERIOR SLAB ON GRADE DETAIL HALLIREINF.E.F. SCALE:NONE ' „ STEP VARIES,0 h • 120� SEE PLAN Q— (3'-0'MAxJ N ,� I •' 2 6'MIN.LAP w (TYPICAL) CONTINUOUS �"APA RATED WALL FOOTING SHEATHING,SEE CONCRETE WALL CORNERS � (2)#4 CONT.AT ��"NOTES. BOT.OF FOOTINGL 2xb WOOD STUDS®Ib"OL. m (2)#5 CONT.AT UNLESS NOTED OTHERWISE. O 8'MIN. TRIPLE 2xb SILL(P.T.ON BOTH FASTENED 2 04 TYP.REINFORCED CONCRETE WALL DETAILS BOT.OF FOOTING FASTEN PLYWOOD TO ALL TO CONCRETE WITH I'DIA.x 12"LONG O SGALE:NONE KITH bd DOOR JAMB BEYOND PLATESO.G EA.PLAITE,TYP. b�(MINN)FROED M BUR BOLTS ILDINC7 ®CORNERS,WALL N 2a TYPICAL STEPPED FOOTING DETAIL #4 SLAB DOWELS 0 12" ENDS,AND DOOR OPENIN65. N SCALE:3/4'=1'-0" COORDINATE SLAB E06E OL.®GARAGE DOOR J C DETAIL WITH ARCH'L OPENINGS 24" PROVIDE AND INSTALL FELT BOND (V DRAWINGS T.O.WALL BREAKER WHERE SLAB 15 POURED Q E PL A6AIN5T FOOTIN6/WALL,TYP. W i v GONT.44 NOSING TA.SLAB T.O.SLAB 0 0 2x6 WOOD STUDS®Ib'OL.UNLESS 2xb WOOD STUDS®Ib"O.G.UNLESS _ Z C NOTED OTHERWISE IN PLANS OR NOTED OTHERWISE IN PLANS OR r_2 SHEARWALL SGF�DULES. ` ARWALL`- DULES• TO HALL N #4 GONTINIOU5 BAR PLAN qVEL.SEE GONG SLAB O GONG.SLAB ONDOUBLE 2xb d P.T.2x10 SILL FASTENED DOUBLE 2xb d P.T.2x10 SILL FASTENED BADE SEE PL, ®TOP OF WALL 6RADE,SEE PLANS TO CONCRETE WITH 1'DIA.x 12'LONG TO CONCRETE WITH I'DIA.x IT LONG #4 C,ONTI►UOUS BAR® V _ - 8"HALL � w _ TOP OF WALL HOOKED ANCHOR BOLTS 648"O.C. AND HOOK®ANCHOR BOLTS®48 OL.AND .: ! N Q ~- b(MIW FROM BUILDIN6 CORNERS,WALL Td6 APA RATED uj U J < • PLYWOOD SUBFLOOR b'(MIN FROM BUILDING CORNERS,WALL PLYWOOD 5UBFLOOR b' BEVELED 2x4 H ENDS,AND DOOR OPENINGS. ENDS,AND DOOR OPENINCf. 6"NP CONTINUOUS CONTINUOUS T.O.5UBR.00R I T.O.SUBFLOOR + BEVELED 2x4 f P SEE d SHEAR KEY,TYP. TYP. SHEAR KEY,TYP. J `, jjk T.O.WALL T.O.WALL V •. .. ', v •. .. • L... NV EL.SEE 1JEL.SEE PLAN Ln •. Q m •- _.: Q O FASTEN PLYWOOD TO ALL FASTEN PLYWOOD TO ALL •• PRE-EN6INEERED _ PLATES WITH 8d NAILS®4' :.::::::::::::::.:,:::. PLATES WITH bd NAILS 0 4' FLOOR TRU55E`', ••'f,• .•.. B.O.FOOTING �• f. OL.EA.PLATE,TYP. ;-' .. B.O.FOOTING .s>.' O.G.EA.PLATE,TYP. :'`: SEE PLANS C "g. EL.SEE PL EL.SEE PLAN r (2)#5 CONTINUOUS `::s (?�#5 CONTINUOUS �' + (2)#4 CONTINUOUS (2)#4 CONTINUOUS BARS 0 TOP OF WALL BARS®TOP OF WALL '• FOOTING SHALL BEAR ON BARS 0 BOTTOM OF FOOTING SHALL BEAR ON BARS®BOTTOM OF PRE-ENGINEERED TOP CHORD NATURAL,UNDISTURBED 1-8• FOOTING NATURAL,UNDISTURBED I'-8. FOOTING W :,. BEARING FLOOR TR►_55ES_, SUB-6RADE OR PROPERLY Z 5lJ$-GRADE OR PROPERLY t SEE PLANS -CONT.P.T.2xb LE06ER FASTENED COMPACTED GRAVEL FILL. COMPACTED 6RAVEL FILL. ' TO GONG.W/0.151"DIA.HILTI TYPE ,[ P.T.2xb BLOCKING BETWEEN X-{U POW:JFR ACTUATED FA5TEI-RSSECTION THRU GARAGE DOORS N THRU GARAGE WALL TRUSSES FASTENED TO CONC.W/ '" 0 16'O.G.5TA66ERED.GEILIN6 C'� (DIZ O 0.151'DIA.HILTI TYPE X-U POWDER STRAPPING SHALL BE FASTENED SCALE:3/4"=1'—O' 3/4'=1'-0. w — O N ACTUATED FASTENERS,MIN.(2)PER TO LEDGER W/(2)6d NAILS O� BLOCK.CEILING STRAPPING SHALL '' • BE FASTENED TO BLOGKIN6 W/8d r'— NAILS®8'O.G. g 1 APA RATED WALL 2xb WOOD STUDS 0 Ib'O.G.UNLE55 W r-I % 5HEATHING,SEE NOTED OTHERWISE IN PLANS OR L(7 6ENERAL NOTES. SHFARWALL SCHEDULES. _ 7 N • DOUBLE 2x6 SILL(P.T.ON BOT)FASTENED L ^^``` h FASTEN PLYWOOD TO ALL W 10"WALL 10,WALL '• PLATES WITH bd NAILS®4' TO CONCRETE WITH I"DIA.x 16"LONG 3(,• ^' O.G.EA.PLATE,TYP. HOOKED ANCHOR BOLTS®48'O.G. AND 6'(MIN)FROM BUILDING CORNERS,WALL #4 SLAB DOWELS®12" 24• Y �--- ENDS,AND DOOR OPENIN65. J O.G.®TERRACE •• T.U.STEM GONG.SLAB ON FOUNDATION = . 6RADE,SEE PLANS • • T.O.T05lAB :• ` #5 CONTINUOUS HOR1Z. EL.SEE ~ BAR®TOP OF STEM T.O.SLAB O • 6'STEM EL.SEEP N t T.O.SHELF ,. ,• T.O.WALL 2 PROVIDE AND INSTALL FELT PROVIDE AND INSTALL FELT IDE AND INSTALL FELT .5E� GONG.SLAB ON r L-- BOND BREAKER WHERE BOND BREAKER WHERE 4 SEE PLAN " BOND BREAKER WHERE GRADE,SEE PLANS t CL CONTINUOUS SLAB 15 POURED AGAINST CONTINUOUS SLAB IS POURED AGAINST SHELF SLAB I5 POURED A6AIN5T (1)#4 CONTINUOUS - 8°WALL BEVELED 2x4 FOOTIN6/WALL,TYP. BEVELED 2x4 FOOTIN6/WALL,TYP. FOOTIN6/WALL,TYP. BARS®TOP OF WALL .. co SHEAR KEY,TYP. SHEAR KEY,TYP. #5 GONTIMJOUS HORIZ. 10'WALL ' r GONG.SLAB ON GONG.SLAB ON 6' GRADE,SEE PLANS b' 6RADE,SEE PLANS BAR®TOP OF SHELF b'TYP BE CONTINUOUS 2x4 qc TYP. TYP. CONTINUOUS SHEAR KEY,TYP. . ; BEVELED 2x4 , SHEAR KEY,TYP. b" 4 TYP. •� ' B.O.FOOTING B.O.FOOTING B.O.FOOTING' 5EE PLANF EL.V RIES f-, AR E5 (2)#4 CONTINUOUS SEE PLAN I'-10' (2)#5 CONTINUOUS SEE PLAN 1'-10, (2)#5 CONTINUOUS '".. FOOTIN6 SHALL BEAR ON BARS®BOTTOM OF r BARS®BOTTOM OF BARS®BOTTOM OF Q NATURAL,UNDISTURBED I-g FOOTING v FOOTING v FOOTING ' SUB-GRADE OR PROPERLY s BA.FOOTING COMPACTED&RAVEL FILL. m FOOTING SHALL BEAR ON in FOOTING SHALL BEAR ONVARIES LP NS I'-10" (?�#5 CONTINUOUS NATURAL,UNDISTURBED NATURAL,UNDISTURBED BARS C BOTTOM OF 5UB-6RADE OR PROPERLY SUB-6RADE OR PROPERLY - COMPACTED&RAVEL FILL. COMPACTED GRAVEL FILL. m FOOTING IO 5EGTION THRU TERRACE FOUNDATION - SGALE:3/4"=1'-O' 5 SECTION THRU FOUNDATION-PERPENDICULAR FRAMIN6 b SECTION THRU FOUNDATION-PARALLEL FRAMING SECTION THROUGH WALKOUT FOUNDATION SCALE:3/4'=I'-0' SCALE:3/4"=I'-0' x CAMERA-O'NEILL CONSULTING ENGINEERS St+uttuie!Fnyinei+iny•Des+yn 117 elac•P6nI Lane Camefa/O'Neill PartsmOUTh,PI 02871 ao+.;73.g33 Cuovlu y=::y err♦ SINGLE 2x4 SOLE PLATE,TYP. NEW Y �, V. 'Q,f PROVIDE CONTINUOUS 2x4 2x4 WOOD STUDS®16'O.G. 2x4 WOOD 5TUD5®Ib°O.G. 'RIBBON"FASTENED TO EA. cr f " • 5HEARKALL SEE 5HEARWALL PLANS d FLOOR TRU55 W/12d NAILS SHEARWALL.SEE 5HEARWALL PLANS d '!�� z z a o a 56HEDULE FOR ADDITIONAL t t" `'�?°=%.y '+' � c� v q SCHEDULE FOR ADDITIONAL ° �" W o o INFORMATION INFORMATION ,,: .�o >o c V N m �0 o ui U Q ua C U SINGLE 2x4 SOLE o o r o o o c PLATE,TYP. T.O.5UB-FLOORq� U = PROVIDE CONTINUOUS 2x4 n PERMIT SET U z 5 Tt6 PLYWOOD �� ARCH. GOO .FI TIN6 Q U 'RIBBON"FASTENED TO EA. 5UB-FLOOR FLOOR TRUSS W/12d NAILS 'L 01465. Kj PRE-ENGINEERED WOOD FLOOR TRU55E,SEE PLANS PRE-EN61hEERED WOOD—/ FLOOR TRU55,5EE PROVIDE Y4'DIA.x 6'LONG PLANS PROVIDE AND INSTALL TRIPLE 2x4 51MP50N SDS SCREW FASTENED j I STUB P05T(NOT SHOW BELOW ALL THROUGH DOUBLE TOP PLATE AND DOUBLE 2x4 -~ JAMB AND P05T LOCATIONS ABOVE. INTO PRE-ENGINEERED TRUSS G.G.NOTE: TOP PLATE,TYP. DOUBLE 2x4 TOP PLATE,TYP. I BOTTOM CHORD 024'O.G. PRE-ENGINEERED WOOD FLOOR TRL65 BEARING REQUIREMENT5 SHALL BE COORDINATED WITH TRU95 DESIGNER 2x4 WOOD STUDS®16"O.G. I 2x4 WOOD STUDS®Ib'O.G. SHEARWALL.SEE SHEARWALL PLANS d 14SHEARWALL.SEE SHEARWALL PLANS d 5CHEDUI.L FOR ADDITIONAL SCHEDULE FOR ADDITIONAL Z INFORMATION INFORMATION 0 w DSECTION THRU FRAMIN6 AT PARTY WALL SCALE:3/4'=1'-0" O 04 04 cn � J C Q -C) CV Lu N p O O Z D 2x4 WOOD STUDS 0 Ib'O.G. 2x4 WOOD STUDS 0 16"O.G. c: SHEARWALL.SEE 5HEARWALL PLANS d 2x4 WOOD STUDS 0 16'O.G. 5HEARWALL.SEE SHEARWALL PLANS d Z 2x4 WOOD 5TUD5 0 16'O.G. SCHEDULE FOR ADDITIONAL 5HEARWALL.SEE 5HEARWALL PLANS d SC+EDUL.E FOR ADDITIONAL 0 Q 2x4 WOOD STUDS®Ib O.G. I INFORMATION SCHEDULE FOR ADDITIONAL I 5HEARWALL.SEE SHEARWALL PLANS d d SHEARWALL.SEE SHEARYJALL PLANS d INFORMATION 2x4 WOOD STUDS®Ib'O.G. INFORMATION I SCHEDULE FOR ADDITIONAL � Ili SCHEDULE FOR ADDITIONAL rii 5HEARWALL.SEE 5HEARWALL PLANS d INFORMATION f TRIPLE 2x4 SILL(P.T.ON BOTJ FASTENED I I SCHEDULE FOR ADDITIONAL INFORMATION U i TRIPLE 2x4 SILL(P.T.ON BOTJ FASTENED ! INFORMATION P.T.2x4 SILL FASTENED TO CONCRETE w U Q SINGLE 2xb 50LE TO CONCRETE WITH I'DIA.x 12'LONG TO CONCRETE WITH J'DIA.x 12'LONG WITH I'DIA.x 12'L oN6 HOOKED ANCHOR SINGLE 2xb SOLE p ,,) p PLATE,TYP. HOOKED ANCHOR BOLTS 0 460 O.G.AND HOOKED ANCHOR BOLTS®48 O.G. AND' BOLTS®48'D.G. AND b'(MIN)FROM PLATE,TYP. Td6 APA RATED b'(MIN)FROM BUIL.DIN6 CORNERS,WALL b'(MIN)FROM BUILDING CORNERS,WALL I I i BUILDING CORNERS,WALL ENDS,AND j "T46 APA RATED PLYWOOD SUBFLOORAWORD .FIRE RATING REQUIREMENTS W/N ENDS,AND DOOR OPENIN65. ENDS,AND DOOR OPENINGS DOOR OPENIN65. ��FIRE RATING PLYWOOD SUBFLOOR TA.SUBFLOOR ARGHL DW65. PROVIDE AND INSTALL FELT BOND AEQH�W65 _ T.O.SUBFLOOR SEE I PROVIDE AND INSTALL FELT BONDBREAKER NS WHERE SLAB/5 POURED LO 5� O T.O.WALL T.O.WALL BREAKER WHERE SLAB 15 POURED T.O.WALL EL.SEE PLAN N�JEL.SEE PLAN AGAINST FOOTIN6/WALL,TYP. .SEE PLAN GONG.SLAB ON PRE-ENGINEERED T 6RADE,SEE PLANS T.O.SLAB �TA.SLAB FLOOR TRUSSES, i t • „i . • SEE PLANS x Cal ._ BARS d�TO OF WALL •.e• GONG.SLAB ON (2)#5 CONTINUOUS PRE-ENGINEERED TOP CHORD 6RADE,SEE P�` BARS®TOP OF WALL TRIPLE 2x4 SILL(P.T.ON BOTJ FASTENED y BEARIN6 FLOOR TRU55ES, • (2)S CONTINUOUS _ 10'WALL TO CONCRETE WITH 'DIA,x 124 LONG 5EE PLANS '' BARS®TOP OF WALL AT STAIR OPENIN6, HOOKED ANCHOR BOLTS 0 4&'O.G. AND O CONTINUOUS PROVIDE(2)ADD'L#5 -. b'(MIIW FROM BUILDING CORNERS,WALL (V P.T.2x4 SILL FASTENED TO CONCRETE b' BEVELED 2x4 BARS.EXTEND BARS ENDS,AND DOOR OPENINGS. — O WITH J'DIA.x 12'LON6 HOOKED ANCHOR ' 24"BEYOND EDGE OF FASTENED OPENIN6 ON EA.SIDE BOLTS®48'O.G. AND b'(MIN)FROM •••' � TYP. SFEAR KEY,TYP. ,.•• TO GONG.W/O.STD'D�IAR.H TYPE BUILDING CORNERS,WALL ENDS,AND DOOR OPENIN65. v X-U POWDER ACTUATED FASTENERS — W rn •• •• ®16"O.G.5TA66ERED.CEILIN6 >1 �--I STRAPPING SHALL BE FASTENED • — TO LE06ER W/(2)8d NAILS - ' B.O.FOOTINGIV Y ^l EL.SEE PL - Z N (2)#4 CONTINUOUS W FOOTING SHALL BEAR ON BARS®BOTTOM OF _ N NATURAL,UNDISTURBED FOOTING z 0 10'WALL 50-6RADE OR PROPERLY 10'WALL I COMPACTED GRAVEL FILL. ^^,, 3 SECTION THRU GARAGE AT PART(WALL (/) ' SCALE:3/4"=1'-0' O • OL PROVIDE AND INSTALL FELT CONTINUOUS CONTINUOUS —PROVIDE AND INSTALL FELT x C� BOND BREAKER WHERE FBE1/ELED 2x4 BOND BREAKER WHERE y SLAB IS POURED AGAINST KEY TT•P BEVELED 2x4 5LA13 15 POURED A6AIN5T . SHEAR KEY, FOOTIN6/WAL.L,TYP. FOOTIN6/WAl_L,TYP. = GONG.SLAB ONGONC GRADE,SEE PLANS I _ v TYR GRADE•SEE PLANS tc B.O.FOOTIN6 (2)#5 CONTINUOUS I'-10' EL.VARIES EL. FOOTING e SEE PLAN SEE PLAN 1'-10' (2)#5 CONTINUOUS z BARS 5 BOTTOM OF FOOTING Q BARS OF FOOTIN6 SHALL BEAR ON— m m FOOTIN6 SHALL BEAR ON NATURAL,UNDISTURBED NATURAL,UNDISTURBED _ 5UB-GRADE OR PROPERLY SUB-GRADE OR PROPERLY COMPACTED GRAVEL FILL. COMPACTED GRAVEL FILL. SECTION THRU FOUNDATION AT PARTY WALL SECTION THRU FOUNDATION AT PARTY WALL AT 6ARA6E SCALE:3/4'=I'-0" 4 SCALE:3/4"=I'-0" 1 x CAMERA.O'NEILL CONSULTING ENGINEERS Structural Fngine+riny•<lrtiryn s:/Mac-Point Lane Camera/O'Neill Portsmos in,Rt 02871 r141,�J y=y,ear. LOl.s7j 2.i1) GENERAL NOTES: CONCRETE NOTES: STRUCTURAL LUMBER ENGINEERED LUMBER: yew Y I.GENERAL CONTRACTOR SHALL FULLY COORDINATE AND VERIFY ALL L ALL FOOTING AND WALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 4000 PSI AT 28 I.ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF'TIMBER CONSTRUCTION DIMENSIONS,ELEVATIONS,GRADES,IMPLIED LOCATIONS,AND SIZE-5 DAYS(ENTRAINED AIR CONTENT 13ETWEEN 45%AND 1%). STANDARDS'OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AND THE"NATIONAL DE516N SPECIFICATION FOR SHOWN ON STRUCTURAL DRAWINGS WITH EXISTING FIELD CONDITIONS STRE55-6RADE LUMBER AND W5 FA5TENIN65'OF THE NATIONAL FOREST PRODUCTS ASSOCIATION. AND ALL CONSULTANT DRAWINGS AND REPORTS INCLUDING 2.ALL INTERIOR SLAB CONCRETE TOPPING SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 3000 PSI AT l,:;. v. 6EOTEGHNIGAL REPORT. 28 DAYS AND CONTAIN NO AIR ENTRAINMENT. 2 THE MINIMUM GRADES AND DESIGN VALUES REQIUIRED FOR CONVENTIONAL,STRUCTURAL LUMBER SHALL BE: ss(� / ` cr STUDS:CONSTRUCTION GRADE SPRUCE-PINE-FIR,FG=1000 PSI,E=1,300p00 PSI, Z Z W j o m 2.ALL 516NIFIGANT DISCREPANCIES FOUND SHALL BE REPORTED TO 3.ALL EXTERIOR SLAB CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 4000 PSI AT 28 DAYS JOI5T5/RAFTER5/BEAMS:SPRUCE-PINE-FIR NO.2,FB=815 PSI,E=1,400,000 P51 t ````»s.v �' ,`L 6� y v THE ARCHITECT OF RECORD. ss`• . ,+ >O c a (ENTRAINED AIR GONTEJT BETWEEN 45%ANJ 1%). PRE55URE TREATED LUMBER,SOUTHERN PINE NO.1,E=1,400.000 PSI W~ Q� 3.ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, 4.ALL GONGRETE SHALL CONTAIN AN APPROVED WATER-REDUGIN6 ADMIXTURE. 3.ALL EXTERIOR WALL STUDS SHALL BE AT LEAST 2xb®Ib'O.G.UNLESS NOTED OTHERWISE.FURTHERMORE,ALL WALL O°0'" o= p o GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND STUDS ADJACENT TO STEEL COLUMNS SHALL BE FASTENED TO FACE OF COUMN WITH HILT]X-U POWDER DRIVEN �' ^^^�' U = 3 o ALL OTHER ITEMS SHALL BE FULLY GOORDINATED WITH CIVIL. 5.A SET OF FOUR(4)CONCRETE TESTS GYLINDER5 SHALL BE TAKEN BY AN INDEPENDENT CONCRETE TESTING LAB ON FASTENERS a 16'OL 6EOTEGHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER EACH DAY WHEN CONCRETE PLACEMENT EXCEEDS 5 CUE31C YARDS.ONE CYLINDER SHALL BE BROKEN AT l DAYS,TWO PERMIT SET U ,.Z 5 TRADES'DRAWINGS PRIOR TO GON5TRIIGTION. AT 28 DAYS,AND ONE AT 56 DAYS.A COPY OF ALL TEST REPORTS SHALL 13E FILED WITH THE ARCHITECT OF RECORD. 4.ALL MULTIPLE MEMBER BEAMS AND HEADERS SHALL BE SUPPORTED ON NOT LE55 THAN AN EQUAL NUMBER OF ST05 °G U COT2E INFORMATION AND DESIGN LOADS EXCEPT AS NOTED): AT EACH END.UNLESS NOTED OTHERWISE. Q 6.NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE BUILDING CODE:INTERNATIONAL BUILDING CODE(IBC),2015 EDITION 5.WOOD G91-i"6 MADE WITH THREE OR MORE WOOD STUDS SHALL BE NAILED TOGETHER WITH 160 NAILS.NAIL RELATED Rom:ASGE 1-10 1.A CONCRETE MIX DESIGN SUBMITTAL(5 COPIES)SHALL BE SUBMITTED FOR APPROVAL FOR EACH TYPE OF SPACING SHALL BE IN 2 ROWS,SPACED 8'O.G.FROM BOTH SIDES STAGGERED 4'APART. CONCRETE USED ON SITE.MIX M516N SUBMITTAL SHALL INCLUDE HISTORICAL BREAK DATA FOR EACH MIX OF GENERAL NOTES-PRE-8J61TE£REU WOOD TRU5E 5 FLOOR LIVE LOADS: CONCRETE 6.UNLESS OTHERWISE NOTED,ALL EXTERIOR OPENINGS SHALL HAVE NOT LESS THAN ONE JACK STUD AND TWO FILL I.WOOD TIFFS SHALL BE DESIGNED PER THE'DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD RESIDENTIAL: HF16HT STUV5 AT EACH SIDE OF THE OPENING.ALL INTERIOR BEARING WALL OPE3NIN 95 SHALL HAVE NOT LE55 THAN T cam•TRUSSES H BY THE DESIGNED PLATE THE'DIE PRIVATE ROOMS Q CORRIDORS SERVING THEM:40 P5F 8.ALL REINFORCING BARS SHALL BE ASTM A-615 GRADE 60 UNLESS NOTED OTHERWISE TWO JACK STUDS AND ONE FULL HE16W STUD AT EACH SIDE OF THE OPENING JtkfSS NOTED OTHERWISE. PUBLIC,ROOMS I CORRIDORS SERVING THEM:100 PSF 4.GENERAL GONTRAGTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL AND I.ALL CONVENTIONAL UMBER ROOF RAFTERS SHALL HAVE A SIMP50N UPLIFT ANCHOR AT EACH BEARING LOCATION. 2.ALL ROOF TRUSSES AND OVERHANGING WOOD MEMBERS SHALL BE HELD DOWN WITH UPLIFT ANCHORS PER SNOW AND ROOF LOADS/FAGTORS: ENGINEERING REVIEW.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE 6ENERAL CONTRACTOR PRIOR TO USE SIMPSON L55U SKEI ED AND/OR SLOPED HAN6ER5 AT EACH RAFTER A5 REQUIRED.PROVIDE AND INSTALL 1.25'X20 TRU55 MAN,FAGTURER5 REQUIREMENTS. MIN.ROOF LIVE LOAD:20 PSF SUBMITTING TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT REBAR LAYOUT,MATERIALS,LENGTHS,LAPS, 6A.PJ06E STRAPS(10 8D NAILS)AT ALL CONVENTIONAL RAFTER PAIRS(OR APPROVED SUBSTITUTION). 3.WOOD T`RUSS FABRICATOR SHALL SUBMIT TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION,SHOP 6ROUND SNOW LOAD(P9)i 30 P5F BENDS,DETAILS,ETC. DRAWINGS BEARING 5FAL AND 516NATLRE OF THE DESIGN PROFE95IONAL ENGINEER,REGISTERED IN THE STATE FLAT ROOF SNOW LOAD(Pf):30 P5F 8.FLUSH FRAMING SHALL BE SUPPORTED BY JOIST HANGERS DE516NED FOR THE RILL CAPACITY OF THE SUPPORTED 10.ALL REINFORCING BAR SPLICES SHALL CONFORM TO REQIIIREMEMTS OF AGI 318,BUT IN NO CASE SHALL THEY BE MEMBER OF NEW YORK SWOP DRAWINGS SHALL BE REVIB��E'D AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SNOW LOAD IMPORTANCE FACTOR(Is):ILO SUBMITTING TO ARCHITECT.SHOP DRAWINGS SHALL INCLUDE BUT ARE NOT LIMITED TO:TRUSS LAYOUT PLAN; SNOW E)QV5I1RE FACTOR(Ce),IA LE55 THAN 2'-O'OR 48xDIA. TRU55 DETAIL SHEETS SHOWING GONFI6URAT10N,DIMENSIONS,LOADS,MEMBER SIZES AND 69-ADES,MBBER 9.PROVIDE AND INSTALL DOUBLE FLOOR JOISTS OR PROPERLY DE516NED TRUSSES UNDER ALL PARTITIONS RIMING TH$RN1AL FACTOR(GC,):IA II.ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185,Fy=60 KSI PARALLEL TO SPAN.DOUBLE 2X WOOD SLEEPERS REQUIRED TO ALIGN FLOOR ELEVATIONS THAT RIM PARALLEL TO FORGES,GONNEGTION PLATE SIZES,PERMANENT BRACING REG1l11REMBNTS,TW155 CONNECTION HANGERS FOR IGAL FACTORS: PARTITIONS. FLUSH FRAMING,TEMPORARY BRAGINNG REQUIREMENTS,UPLIFT ANCHORAGE HARDWARE(SPECIFIED BY TRUSS 6EOTECM12.ALL WEDDED WIRE FABRIC SHALL BE LAPPED TWO(2)RILL MESH PANELS AT 54DE5 AND E05 AND BE SECURELY DE516NEIR),ETG. FROST DEPTH:3-6 HIRED T06ETH M 10.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRE95M TREATED WITH PRESERVATIVE /SSMTED SOIL BEARING CAPACITY:SEE"FOUNDATION NOTES'IT 15 ASSUMED THAT 4.M5S DESIGNER SHALL INCLUDE ALL LOADS REQUIRED BY THE NEW YORK STATE BUILDING CODE AND ALL THE SOILS SUPPORTING THI5 CONSTRUCTION PROJECT ARE SUITABLE TO SUPPORT THE 13.SEE ARCHITECTURAL DRAWINGS FOR TYPE AND LOCATION OF ALL FLOOR FINISHES,FLOOR DEPRE55ION5 AND GUT 11.EXTERIOR WALL SHEATHING SHALL BE MINIMUM 15/32 APA STRUCTURAL I RATED SHEATHING.J'HUBER'ZIP'SYSTEM 15 FURTHER RE6UREMEM INCLUDED IN THE STRUCTURAL AND ARCHITECTURAL CONTRACT DOCOIENTS.ADDITIONAL PROPOSED BUILDING(WITH THE SPECIFIED FOUNDATION ELEMENTS),SIDEWALKS,AND OUTS PERMITTED,'ZIP-R'INSULATED PANELS ARE SPECIFICALLY PROHIBITED.SHEATHING SHALL BE NAILED WITH 8d NAILS REQUIREMENTS MAY INCLUDE,BUT ARE NOT LIMITED TO ADDITIONAL-DESIGN LOADS DUE TO WIND AND/OR PAVEMENTS WITHOUT ADVERSE AFFECT'S DUE TO SETTLEMENT,DIFFERENTIAL NOT LESS THAN 6'OL.ON ALL PANEL EDGES.ALL WALL HORIZONTAL PANEL ED6E5 MUST BE BLOCKED AND NAILED EARTHQUAKE.90H DRIFTING,POINT LOADS AND/OR ADDITIONAL LOADING FROM OTHER FRAMING M1EMtBER5,5ETT1B,IENT,BUOYANCY,ETC.THE DEVELOPER,GENERAL CONTRACTOR AND/OR 14.COORDINATE ALL FOUNDATION PENETRATIONS WITH ARCHITECT,PLUMBING,NEGHANIGAL,ELECTRICAL CONTRACTORS WITHIN 48'OF BUILDING CORNERS.SHEATHING PANELS SHALL BE INSTALLED TO SPAN ACROSS FLOOR LEVEL 5 SPECIAL TOP CHORD SLOPE REQUIREMENTS FOR DRAINAGE,ETC.TRUSS DE-516HER SHALL CAREFULLY Z OWNERS SHALL RETAIN THE SERVICES OF A QUALIFIED 6EOTEGHNIGAL ENGINEER TO AND LOCAL AGENCIES (GE?JT(92ED ON BOOR SYSTE3`U TO ACHIEVE GONTINd10V5 UPLIFT LOAD PATH F ROOF COORDINATE ALL LOADS DUE TO NEGHANIGAL EQUIPMENTAND NUMBING FIXTURES,INCLUDING BUT NOT LIMITED TEST AND EVALUATE THE SITE IN,AROUND,AND BELOW THE BUILDING FOOTPRINT TO FROM TO FOUNDATION. TO TUBS,SHOWER UNITS,WITH THE GL.,ARCHITECT,AND MECHANICAL M16K H VERIFY THESE ASSUMPTIONS AND PROVIDE A 6E015GHNUGAL EN61NEI321N6 REPORT. 15.ALL CONCRETE SHALL BE DETAILED,FORMED,HANDLED,PLACED,AND PROTECTED IN ACCORDANCE WITH 12.5UB-FLOORING SHALL BE 3/4'TON6UE a GROOVE APA 5TRUGTURAL I RATED SHEATHING EXPOSURE I UNLESS w PROCEDURES AND GUIDELINES PRESCRIBED IN THE LATEST EDITION OF'BUILDING CODE REQUIRE34sNTS FOR NOTED OTHERWISE.FASTEN 5UB-FLOOR TO SUPPORTING FRAMING,WITH INDUSTRY STANDARD SLID-FLOOR 5.DEAD LOADS: HIND FAGTOftS,_ REINFORCED GONGRETE'AGI-318,MANUAL OF STANDARD PRACTICE FOR REINFORCED C0WRETE STRUCTURES,AGI-301, ADHESIVE AND 8d NAILS O 6'O.G. ROOF TRU5 TOP CH EA CHORD DEAD LOAD,10 PSF RISK CATE60RY:11 ROOF TRU55 BOTTOM CHORD DEAD LOAD:10 P5F BASIC WIND SPEED M:130 AND AGM-305/306 GUIDES FOR HOT/GOLD WEATHER CONCRETING.MPH FLOOR TRU55 TOP CHORD DEAD LOADS 15 PSF EXPOSURE GATE60RYs B 13.ROOF SHEATHING ON FLAT ROOFS SHALL BE MINIMUM J'TIC,APA STRUCTURAL I RATED SHEATHING. FLOOR TRU55 BOTTOM CHORD DEAD LOAD:10 PSF TOPOGRAPHIIG FACTOR(Kzt):IA 16.6L.SHALL COORDINATE ALL CONCRETE FINISHES WITH ARCHITECT OF RECORD.ALL CONCRETE THAT SHALL BE CONSIDERED AROHITECTURALLY EXPOSED SHALL BE POURED AND FINISHED IN A MANNER WHICH WILL 14.ROOF 5HEATHIN6 ON NON-CURVEV SLOPING FRAMING SHALL BE MINIMUM 5/6'T46 APA 5TRUGTURAL I RATED E9NGL05URE CLASSIFICATION:ENCLOSED PRODUCE THE DESIRED ARCHITECTURAL FINISH.6L.SHALL COORDINATE THE CONCRETE MIX DESIGN(IF `1EATH1NtG .SELF 6.MISS DESIGNER SHALL DESIGN,HAHi1FAGTURE,AND RARNUSH ALL FLOOR TRH/=fE5 W6IIGH MST A LIVE LOAD ' INTERNAL DEFLECTION CRITERIA OF U600 AND ALL ROOF TRU55E5 WHICH FIEET A TOTAL LOAD DEFLECTION CRITERIA INTERNAL PRESSURE GOEFF 6Gpl:t0.18 OLVGL05ED BLDGJ GONSOLIDATIN6 CONCRETE),REDAR PLACEMENT,AND METHODS OF VIBRATION TO PRODUCE A FULLY O SAL184T CORNER DISTANCE:b-O' CONSOLIDATED CONCRETE POUR FREE OF VOIDS AND/OR'HONEY-COMID11W. 15.ROOF SHEATHING ON FLAT ROOFS AND NON-CURVED 5LOPIN5 FRAMING SHALL BE NAILED WITH 8d NAIL-5 NOT THE�OF%OR L��SPECIFICALLY APPROVED OTHERWISE 04 ROOF PITCH:27-45 DEGREES OMORE THAN 6'O.G.ON ALL SUPPORTED PANEL EDGES.NAILS SHALL 13E SPACED 4.O.G.IN AREAS WITHIN 48'OF 1.WOOD TRUE%ERECTOR SHALL 13E RESPONSIBLE FOR DE 516N AND INSTALLATION OF ALL TEMPORARY LU 0-4 ZONES AND CLADDING:UNMACTORE V WIND LOAD5 11.GENERAL CONTRACTOR SHALL CAREFULLY COORDINATE ALL FORM-WORK,RE33AR PLACEMENT,CONCRETE MIX RIDGES,HIPS,RAKES,AND EAVES. ERECTION BRAGIN6. f- ZONES I,2 t 3 ROOF WIND PRESSURES DE516K AND CONCRETE PLACEMENT TO ENSURE ACCURATE AND COMPLETE CONCRETE DISTRIBUTION I THROUGHOUT.ALL PRECAUTIONS,SHALL 13E TAKEN TO AVOID'HONEYCOMBING'AND VOIDS IN CONCRETE O TRIG AREA ZONE I(FIELD) ZONE 2(EDGE) ZONE 3(GORMEW Ib.ROOF SHEATHING ON CURVED FRAMING MEMBERS SHALL BE THREE LAYERS OF#'APA RATED PLYWEOOD 8.TRIM SPAGIN6 SHOWN IN 5TRUGTHIRAL 9N61N®21N6 PLANS ARE FOR R@�RENGE ONLY.GENERAL 10 SF 30.4 PSF 35b P5F 35.6 PSF FOUINDATION.TECHNIQUES,SUCH AS PRE-STAGING C ONl CONCRETE VIBRATORS IN G6ESTED AREAS,MODIFIED SHEATHING WITH BID AND SIDE JOINTS STAGGERED BETWEEN SUCCESSIVE LAYERS.EACH LAYER OF SHEATHING CONTRACTOR SHALL REFER TO APPROVED TRL6 WI SHOP DRAWINGS FOR ACTUAL TRU55 LAYOUT AND SPACING Z 20 SF 28.9 PSF 34D P5F 34D P5F CONCRETE MIX DESIGNS TO PROMOTE COMPLETE DISTRIBUTION,ETC,.SHALL BE EMPLOYED AT THE SHALL BE FASTENED TO THE 5UPPORTIN6 FRAMING WITH 8d RINK-SHANK NAILS a 12'O.G.ALL NAILS SHALL BE (FOR BOTH BIDDING AND GON5TRUGTION PURPOSES). J 7C) CV 50 SF 26b PSF 32D PSF 32D PSF CONTRACTORS DISCRETION. STAGGERED BETWEEN NAILS FROM SIK.GE551VE LAYERS. i 100 SF 252 PSF 30.4 PSF 30.4 PSF I&CONCRETE VOIDS AND EXCESSIVE'HONEY-COMBING'SHALL BE DOCUMENTED AND REPORTED TO THE i- ARCHITECT OF RECORD FOR ANALYSIS AND PREPARATION OF A REPAIR METHOD.PAR61N6,DRY-PAGKIN6,AID A SOLID BLOCKING SHALL BE ROOF TYPES AT RIDGES AN EAVES F A SUPPORT AND FASTEN PANEL RATES IN ZONES 4 t 5 WALL WIND PRESSURES ALL GIRGUMSTANNGE-5 FOR ALL ROOF TYPES WHERE STANDARD FRAMING DOES NOT PROVIDE SUBSTRATE FOR TRIB AREA ZONE 4(FIELD) ZONE 5(CORNER) 'FLOATING'THE ADJACENT SLAB TO FILL VOIDS ARE UN-ACCEPTABLE METHODS OF REPAIR FOR FILLING CONTINUOUS PANEL EDGE SUPPORT AND FASTENING. z Z D 10 SF 33.0 PSF 40.1 P5F 516NIFICANT VOIDS. 20 SF 31.6 P5F 3&.0 P5F 18.ENC71NE ERED LUMBER SUPPLIER SHALL SUBMIT TO THE ENGINEER OF RECORD FOR APPROVAL,SHOP Z �1� � 0 STRUCTURAL STEEL NOTES: O `J 50 2bA PSF 343 PSF 1.ALL DETAIUNG,FABRICATION AND ERECTION SHAD-CONFORM TO THE AISG SPEGIFIGATION5 AND CODES, DRAWIN MI FOR ALL T PLAN MEMBER LUMBER AND I-JOISTS.SHOP DRAWINGS SHALL INCLUDE BUT ARE NOT LIMITED 100 SF 28.4 PSF 31b PSF TO:FRAMING LAYOUT PLAN,MEMBER SIZES,NAILING PATTERNS FOR N-�1L_T1PLF Nam,BEARING LE]N6TH5, F.. 500 SF 252 PSF 252 P5F LATEST EDITION. GON NECTION HANGERS,6LOGKIN6,BRIDGING,,AND SQUASH BLOCKS. Q- .ALL HOE FLANGE SECTION STRUCTURAL BEAMS 00 SHALL BE ASTM A4q2 Pr=50 K51.BASE PLATES,FOUNDATION NOTES: 2GHAN NELS,ANGLES,AND M150. TRUCTURAL STEEL SHALL BE ASTM A-36,FY=36 KSI.ALL SQUARE AND w U Q 19.LAMINATED VEH4iR LUMBER(LVU,LAMINATED STRAND LUMBER(LW AND PARALLEL STRAND LUMBER(ESL.)SHALL BE VERSA-LAM BY 8015E CASCADE OR E�,111AL LU in < I.ALL SOIL CONTAINING ORGANIC OR UNSUITABLE BEARING MATERIAL SHALL BE RETAN6l1l AR FIDLLOW STRUCTURAL 56GTIONS ON55)SHALL BE ASTM A��00 GRADE B FY MINIMUM 46 K51. CLEARED FROM THE BUILDING FOOTPRINT. 20.LVL AND P5L BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:FB=3100 PSI,FT=2150 PSI,FG=150 3.ALL ANCHOR BOLTS AND THREADED RODS SHALL CONFORM TO THE REQUIRE MENT5 OF ASTM F1554 AND PSI FG=3000 P51,FV=205 PSI,E=2,000000 P51 A3M. 2.ALL SOIL SUPPORT®FOOTINGS SHALL BE FOUNDED UPON COMPACTED NATURAL 21.PSL GOUMNS/POSTS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES;FB=2650 P51,FT=1650 P51,FG='150 SUBGRADE OR COMPACTED BANK RUN GRAVEL FILL WITH A BEARING CAPACITY OF 4.ALL BOLTS,NITS AND WASHERS SHALL CONFORM TO THE R5GjjIREMENT'5 OF ASTM A-325 FOR 3/4'DIAMETER 21. 51=3000 p51,Fl/= 285 P51,E=E FOLLOWING ING AT LEAST 3000 PSF.6C SHALL BE RESPONSIBLE FOR DETERMINING THE SITES 1_ SUITABILITY TO SUPPORT THE BUILDING.FURTHERMORE,THE 6.G.SHALL BE HIGH STRENGTH BOLTS UNLE�rS NOTED OTHERWISE. RESPONSIBLE FOR CONSTRUCTING THIS BUILDING AND 5URROINVIN6 SITE/SUB6RADE 5.ALL WILDING BKTRODES SHALL BE E-NOXX 22.LW5 AND P5L15 SHALL BE FREE OF FINGER JOINTS,SCARF JOINTS OR MECHANICAL CONNECTIONS FOR THE RILL O IN STRICT AGGORDANGE WITH THIS REQUIREMENT. THE MEMBER �-' 3.BEDROCK/LEDGE SHALL-BE EXCAVATED A MINIMUM OF 4'BELOW BOTTOM OF b.ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS AND SHALL CONFORM TO THE AWS'CODE FOR ARC 23.ADHESIVE USED SHALL BE WATERPROOF,MEETING THE REauIREmE NTS OF ASTm 0-2559-76. AND 6A5 WELDING IN BUIL.DIN6 CONSTRUCTION',LATEST EDITION. FOOTING ELEVATION AND COVERED WITH A LAYER OF COMPACTED GRAVEL_ 24.ALL SIMPSON C,ONNEGTOR5(HANISEiR.5,STRAPS,UPLIFT CONNECTORS,POST GAPS,EGTJ SHALL BE COATED WITH x 4.A MODIFIED PROCTOR TEST SHALL BE PERFORMED BY A SOILS TESTING LAB ON 1.NO CONNECTION SHALL CONSIST OF LESS THAN TWO 3/4'DIAMETER BOLTS OR WILDS DEVELOPING A MINIMUM Z-MAX CORROSION RESISTANCE OR APPROVED SUBSTITUTE. a) OF IO Z EACH TYPE OF SOIL TO BE COMPACCOMPACTED. p00 Pa/H UNLESS NOTED OTHERWISE.i75 25.ALL FASTENERS IN CONTACT WITH PRE59JRE-TREATEV LUMBER SHALL BE CERTIFIED FOR USE WITH THE 5.SOIL SHALL BE COMPACTED TO NOT LE55 THAN 95SK OF MAXIMM DRY D9N5ITY PER 8.ALL FILLET W9 D5 SHALL BE A MINIMUM OF I/4'UN11=55 NOTED OTHERWUSE PRESERVATIVE TREATMENT USED. ASTM D1557 IN LIFTS NOT TO EXCEED b'LOOSE DEPTH. 9.ALL W9D5 SHALL BE VISUALLY INSPECTED AND ALL FULL PENETRATION WE LD5 SHALL BE INSPECTED BY 26.ALL FASTENERS EXPOSE V TO MOISTURE,EXPECTED CONDENSATION,PRESSURE TREATED UMBER,AND/OR THE ULTRA-SONIC TESTING. WEATHER SHALL BE MADE FROM NON-CORRD54VE MATERIALS OR COATED WITH AN APPROVED ANTI-CORROSIVE O b.FIELD DENSITY TESTS SHALL BE PERFORMED BY AN INDEPENDENT SOILS TESTING LAB 5 TO VERIFY COMPACTION.A COPY OF ALL TEST RETORT'S SHALL BE FILED WITH THE COATING CERTIFIED AND APPROVED FOR USE WITH THE MATERIALS TO BE FASTENED. - O N 10.AN INDEPENDENT IS TDBNT SITE.TTIN6 AGENCY SHALL PERFORM ALL ULTRASONIC INSPECTION AND TESTING.THE ARCHITECT OF RECORD. L STRUCTURAL STEEL FABRICATOR AND ERECTOR SHALL 56+fVULf ALL WORK TO ALLOW THE ABOVE TESTING 21.ALL PORCH ROOF AND FLOOR BEAMS SHALL BE FASTENED TO RESIST UPLIFT LOADS WITH SIMP50N PG/EPC, 1.BACKFILL SYM tETRIGALLY AGAINST ALL FOUNDATION WALLS IN INCREMENTS NOT TO REGUIREMENTS TO BE GOMI IETED.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT. POST GAPS AND 48'LANE aN-E55 OTHERNSE NOTED)51WWN 206A G011 STRAPS.STRAPS SHALL BE co Q r EXCEED 2 FEET MAXIMUM DIFFERENTIAL CENTERED OVER THE TOP OF THE BEAM AND BENT DOWN ALONG BOTH SIDES OF POST.FASTEN STRAPS WITH II.THE CONTRACTOR SHALL BE RESPONSIBLE FOR TFE CONTROL OF ALL ERECTION PROCEDURES AND HOD NAILS THROUGH ALL AVAILABLE NAIL HOLES. Z� �. 8.SEE PLUMBING AND ELECTRICAL DRAWINGS FOR UNDER FLOOR SYSTEMS AND SPECIAL SEMEWXS WITH RELATION TO TEMPERATURE DIFFERENTIALS AND STABILITY. GRANULAR FILL MATERIAL REQUIREMENTS. 26.ALL GEILIN6 FRAMING ONGLUDIN6 TRUSS BOTTOM CHORDS)ADJACENT TO EXTERIOR WALLS SHAD-BE 12.AFTER FABRICATION,ALL STt3 L EXCEPT THAT TO BE GALVANIZED,SHALL BE CLEANED OF ALL RUST,LOO��E MILL SCALE AND OTHER FOREIGN MATERIALS AND RECEIVE ONE GOAT OF APPROVED PRIMER PAINT.REFER TO FRAMED IN ORDER TO BRACE THE FjCTERIOR WALLS AGAINST LATERAL MOVET4BNT5.COORDINATE ALL CEILING - 9.NO FOOTINGS OR SLABS SHALL BE POURED INTO OR AGAINST SU56RADE CONTAINING ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR FINISH PAINTS AND APPEARANCES. FRAMING WITH ARCHITECT OF RECORD. - 7 FREE WATER OR ICE. L 13.PROVIDE t INSTALL FULLY WELDED AND FUTILE)WED STIFFENERS BOTH SIDES AT ALL BEARING!POINT 24.AT ALL OVER FRAMED ROOF CONDITIONS FRAMED WITH CONVENTIONAL LUMBER,PROVIDE d INSTALL - 10.ALL SLABS-ON-GRADE SHALL BE PLACED ON A LAYER OF COMPACTED FINE 1, CONTINUOUS 2X8 CA-EAT FASTENED THROUGH SHEATHING AND INTO EACH ROOF RAFTER WITH(2)#10 DECKING = N GRANULAR FILL UNDER A 10 MIL.POLY VAPOR RETARDER COORDINATE ADDITIONAL LOAD LOCATIONS ALONG STEEL WIDE FLANGES UNLESS NOTED OTHERWISE SCREWS.FASTEN OVER-FRAMED RAFTERS TO CLEAT WITH(4)16d TOE-NAILS AND SINGLE#10 DECKING SCREW - WBSRADE PREPARATION RC-GIUIRB•ENTS WITH CIVIL AND/OR 6EOTEG44NIGAL ENGINEERSOF RELORD. 14.CUTS,HOLES,OPENINGS,M.REGiUIRE D IN STRUCTURAL STD MEMBERS FOR THE WORK OF OTHER TRADES THROUGH TOP OF RAFTER SHALL BE SHOWN ON SHOP OPAWIN66 FOR STRUCTURAL STILL AND SHALL BE MADE IN THE SHOP.BURNING OF 30.PROVIDE AND INSTALL HORIZONTAL 41x8'PLYWOOD PANEL CENTERED ON THE PRE-Bd61NE ERED WOOD RIM TRU55. ^, ]I.FORGES DUE TO HYDROSTATIC PRE55L RE HAVE NOT BEEN CONSIDERED IN THE HOLES�GUTS IN STRUCTURAL STEAL MEM1HEfZ5 IN THE FIELD WILL NOT BE PERMITTED EXCEPT BY WRITTEN THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO THE BOTTOM OF ALL 11F'PER FLOOR STLpS WITH 8d NAILS®b'O.C. - VJ DESIGN OF THE FOUNDATION FOR THIS STRUCTURE.IT 15 THE RESPONSIBILITY OF THE PERMISSION FROM THE STRUCTURAI-E3N61NE3EFZ OF RECORD. 0 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-BN6R�FD WOOD RIM T146 TOP CHORDS, _ N GENERAL CONTRAGTOR/OWNE3R TO CONFIRM WITH A 6EOTECHNICAL ENGINEER,CIVIL OR OTHER U5.6t RAL CONTRACTOR SHALL SUBMT SHOP DRAWINGS TO THE ARCHITECT OF RECORD FOR ARGHITEGTURAL BOTTOM CHORDS,AND RIBBON J015T5 W/8d NAILS @ b'O.G.AND TO THE TRJ5 VE RTICAL MEL`BER5 WITH 8d NAIL5 9 O FORCES =ER, QUALIFIED DESIGN PROFESSIONAL TO ENSURE HYDROSTATIC b'OL.(3 NAILS PER VERTICAL MiB�.THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER _ FORGC-5 DO NOT EXIST. AND EN61Nl33RIN6 REVIE3d SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO 51UE3HITTIN6 TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT STEEL LAYOUT, FLOOR STUD5 WITH 8d NAILS®6'OL.(3 NAILS PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH 12. MATERIALS,LENGTHS,CUT5,5TIFFENER5,CONNEGTION5,DETAILS,ANCHOR BOLTS,LEVELING PLATES,EMBEDDED 8d NAILS a 6'O.G."EXCEPTION:PLYWOOD PANEL SHALL BE FASTENED TO EVERY FULL HEIGHT KING STUD AND JACK RESPONSIBILITY OF OTHERS.ALL DAMP-PROOFING,WAT1=R-PROOFING,SUBSl1RFAGE DRAINAGE SHALL BE THE ITEMS,ETC. STUD AT ALL WINDOW AND DOOR LOGATION5 WITH(15)8d NAILS(5 EACH KING AND JAW x Y co t S Y Y :1 t Y GCONSULTING ENGINEERS StruCtwal Fnyml+ring.Drsi.3n I I 11/BIaC�?�i.11 LJ�t ALL DECK BEAMS SHALL BE_- I I Camera/O'Neill Por Lo obi i I�I:an I FASTENED TO POSTS TO RESIST I cvwAu u/=9•«K* UPLIFT WITH SIM250N GOIL • STRAPS,SEE DETAIL PROVIDE SIMP50N PC6Z COLUMN ��NEW r GAP AT ALL DECK POSTS �Q '. V. 1 PROVIDE SIMPSON H25A I UPLIFT ANCHORS AT EA.END A A OF ALL DECK JOISTS,TYP. b ' �b+� zzLu Lu xo r� PROVIDE 4 INSTALL 511,- O 'X, L•it4.y ti H- m N V R Rz o� ABU44 STANDOFF BASE 4 FASTEN vni7`•�' :�" '^ Q� Cc, PT.TRIPLE 2x12 BEAM(FLUSH) .- r FA6IEN FIRST JOIST THROUGH �� V �W V TO CONC.W/%'VIA.EPDXIED a t,;^.. I SHEATHING AND INTO WALL I THREADED ANCHOR ROD(b' I f`''%'OAP 0 6 Oc ST11D5/RIM W/Y,x4'LONG - o. SIMP"5DW5 SCREWS AT Ib' .T, 12 K U = ,=(D a - OL. 15T a O. a PERMIT SET � r.z u SC Ae PRE-EN61NE� p Q PRO IDE I 211 CONTINUOUS P.T.2x12 LEDGER GIRDER T6'L.V.L.OR V, Lu •� DOUBLE Ib'L. ^� A,V, tN FASTENED THROUGH I BEAM(FLUSW Q Q .....� IS TYP 'R :SHEATHING AND INTO RIM ..........-...............•............ PROVIDE x4x10 STEEL BEARING p JOIST/WALL STUDS W/(2))4 ^^ - PLAT7=SET ON J'BED OF NON-SHRINK Q x 4'LON6.51MP50N SDWS® ............................................._..-...............................:...... GROUT.FASTEN BEARING,PLATES TO � III Z'S 16.OL. GONG.FDR WALLS W/(2)}•VIA. III y '' a EPDXIED TREADED ANCHOR RODS W/ 1 .10 4'EMBED. --- --- 05� TIIIr oil EIII 111 5 III FASTEN BOTTOM FLANGE 11 1 iii I oil PLATES W/(2)J'VIA,LAG, 111 111 111 111 � 111 111 III III 50.2 IY i i i HANGERS HER TRUSS ��Q 2 OC I i I HANGERS PER TRU5 111 I 111 1�1 I I Ilt I Z I 1 1 1 Sp 2 11 I O 111 111 ' 111 O F 111 111 W III 2x NAILER SHALL BE RIPPED MATCH RFAMI FLANSE WIDTHIII 2x NAILER SHALL BE RIPPED I ® ~111 TO MATCH BEAM FLAN6F WIDTH Fop I 1 �® x�;l; fopI x 11 1 I 1 FLANGE WITH•DIA.THRU 111 FLANGE WITH•VIA.THRU j 111 111 ttl Q 1 i 1 AND COUNTERSUNK L l i l AND COUNTER.SUNK O III 111 _ (D O FASTEN BOTTOM FLANGE ;o iii AS1EN BOTTOM FLANGE m Z N - I 1 - 0 I I I I O A 1 I 1 PLATES W/(2)�'DIA.LAG, 1 I 1 CN TRUS5 DE516NER NOTE: o5T 1 I I TRUSS DE5161EZ NOTE: �5T III PLATES W/(2) DIA LAG, ` L A ......................................... PLUMBING,LINE LOCATION, 2xb a I b'O.G. TRUSS DE-516NER NOTE u- TRU5 DES161��R 15 RESPONSIBLE FOR ;` 2xb•I6'O�G. o: � � CV 1 '� 1 SPECIFYING ALL GONNEGTION AND UPLIFT I \..../ - OR DOUBLE 119 'L.VL.BEAM T ;> TYP RI HARDWARE.TRUSSES SHALL BE a) DES16NED TO MEET ALL BEAN6 OR DOUBLE II.B •L.VL.BEAM T TYP I O �- REQUIREMENTS.APPROACHES TO �Iwl 31 O O D 7R165 OR DOUBLE IIB 15' ACHIEVE REQUIRED BEARING INCLUDE6AA6.OEMUT tRU55 BEAM 0 b OR QOUBLE 119'15' "� LJL Z ti: B ARE NOT LIMITED TO,BEARING Zx ENCHANGERS,ADDITIONAL TRU55 PLIES, 1 DIFFERENT MATERIALS,ETC O V) INDICATES ADDt LOADS SEE GENERAL NOTES FOR ADDITIONAL I Y: v ............... INDIGAT�S"ApDt LOADS L L r REQUIREMENTSANFORMATION - T OR DOUBLE I6•LVL. W J T OR 16'LVL ~= w Q ~.. U Q .................. ...:...::::::4•.:............................: - `_j 1 I: ................ SIM 5 ...................: O _ .................... 5 1 50.1 I PROVIDE 4 INSTALL I 50.1 1 ' BEAM POCKET AND P.T. PROVIDE 4 INSTALL ,,-:: .....:.:.......i� : 3 -,,''1 •�� BEARING PLATE TO •---•--•r='...--<:: BEAM POGI�T AND P.T. ` ::i A[.C.OMIH10DAlE BEAM •:-................{� BEARING PLATE TO PROTECT UNTREATED - AC40MMOVATE BEAM - 51M LUMBER WITH BUILDING PROTECT UNTREATED Z FELT 51M LUMBER WITH BUILDING - 3 b I /.3 FELT .....................I 1 a 502 50.1 €€ 50.2 50.1 PROVIDE 4 INSTALL -EN �• N BEAM POCKET AND P.T. - PROVIDE 4 INSTALL O O� _ PLATE IRDER TRU<f OR BEAM POCKET AND P.T. IRDER TRUSS OR • I ACCOMMODATE BEAMLIA I 1 BEARING,PLATE TO PROTECT UNTREATED O AC.C�OMMODATE BF1W1. p I y (((��))) LUMBER WITH BUILDIN6 PROTECT UNTREATED FELT O LUMBER WITH BUILDING _ /� FELT Lo zi Za) .......................................................... I N O : ,- 'L I 7 -------------- -� -r i -------------- -- = so.l 50.1 (y) Y Y 1 10 I I 10 I Y 50.1 50.1 - - E)FfRST FLOOR FRAMING-WALK OUT BASEMENT FIRST FLOOR FRAMING EGRESS WINDOW I I I SCALE:1/4"=1'-O' A SCALE:1/4"=1'-0• Y PLAN NOTES: PLAN NOTES CONT.: Y • I. #J-#K JACK AND KING STUDS SHALL BE SAME DIMENSIONAL STUD LL BER AS ADJACENT STUDS.Oz.2J-2K MEANS 2 9. ALL MULTI-PLY WOOD AND/OR EN&NEERRED MEMBERS SHAIJ_BE 6ANI T06ETHER IN ACCORDANCE WITH MANUFACTURERS FU1.44EI6MT KING,STUDS WITH 2 JACK STUDS SUPPORTING,THE HEADER) REQUIREMENTS AND PREVAILING,STATE BUILDIN6 CODE. 2 10.ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE 6AN6ED T06ETHER IN ACCORDANCE WITH MANUFACTURER'S 2. -INDICATES 51MPSON STRONG-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL SIMP50N HANGERS REQUIREMENTS AND PREVAILING,STATE BUILDING DOVE. - SHALL BE INSTALLED PER MANJFAGTURERS SPECIFICATIONS WITH THE MAXIMIM FASTENER SIZE AND QUANTITY. II. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING GORE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. 3. "LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE)4•THICK--,PRIN5FIELD•GAP 12. MEMBER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED AS A 6ENERAL GUIDE TO FRAMING.THE EXACT FRAMING,LAYOUT,AND BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL 4. UNLESS OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE SUPPORTED ON EA. DRAWINGS AND ULTIMATELY DETERMINED BY 77$GENERAL CONTRACTOR ANY SUBSTANTIAL CHANGE IN FRAMING END BY A SINGLE JACK STUD GANGED TO A DOUBLE KING STUD. METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 5. BEAMS AND GOLUMNS ON PLAN MARKED*P.T.'DENOTE PRESSURE TREATED OR WOLMANIZED LUMBER. 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND ALL _ 6. REFER TO 6ENERAL NOTES FOR FURTHER REQUIREMENTS. OTTER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' _ 1. ALL FUJ_-HEI6HT COLUMNS WHICH PASS THROUGH FLOOR OR GEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAWIN65 PRIOR TO CONSTRUCTION. Y TIED INTO THAT FRAMIN6 TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES,EAVES,BRACKETS,6UTTERS,CORBELS,BUILD-OUTS,PAD-0UT5,AND ALL OTHER APPLIED 8. ALL PLATFORM FRAMED POSTS,WALLS,AND/OR BEAM LOADS SHALL BE TRANSFERRED TO SUPPORTS BELOW WITH ARCHITEGTURAL FEATURES AND EMBELLISHMENTS BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE CRIPPLE STUDS,'SQUASH BLOCKS',AND/OR FULL-DEPTH SOLID BLOGKIN6. ARCHITECT OF RECORD. _ CAMERA-O'NEILL CONSULTING ENGINEERS Structural Enquveermg•Dtsign n/Blat,Punt Lanc Cameira/O'Neill Porc:�roun,RI o28/i Cl/OUAu y_y a"rt. Gal 5)8 2943 ool f�� NEW�- js i L y y G' a2 Z Z l+a as o ^a 6.WB.,GOORD. ` v u =o APA RATED WALL 5HEATHIN6, —W/ARGH'L t� `^'`>.;y ,'� y p v SEE GENERAL NOTES. ��'�'"' G."� o W V Q it SIN6LE 2xb 50LE PLATE °C C W c-= o 0 r N O a 2xb wooD 1 PERMIT SET " ' ~Z z STUDS®b O.G. u 'T d G PLYWOOD a SUB-FLOOR O$ LU U_ PROVIDE AND INSTALL TRIPLE 2xb STUB P0517/5QUASH BLOGK(NOT SHOWN)BELOW ALL JAMB AND t ILv P05T LOCATION5 ABOVE. tu > PRE-ENGINEERED o EL DOUBLE 2x6 WOOD FLOOR g TOP PLATE,TYP. TRUSSES,SEE PLANS PROVIDE 2x DIAG. BRACING a 48"O.G. N Z 0'�j5E!CLZ,TION THROUGH EXTERIOR WALL-PARALLEL FRAMING 0 3/4'=I'-O" LL O 0*4 'APA RATED WALL SHEATHING, 6kLB.,C.00RD. CV SEE GENERAL NOTES. W/ARGHL 51NGLE 2xb SOLE PLATE J Q � CV ~ L o Z 2xb WOOD STUDS®Ib°O.G. a)Lu � 0 C) 0 D E 'T46 PLYWOOD z 5- PROVIDE CONTINUOUS 2x4 SUB-FLOOR N 'RIBBON'FASTENED TO EA. Z < � FLOOR TRU55 W/12d NAILS O p i= tWi PROVIDE AND INSTALL TRIPLE 2xb ELI w 35`� STUB POST/SQUASH BLOCK MOT 1.16 N Q Qa SHOWN)BELOW ALL JAMB AND P05T Lu u Q Q LOCATIONS ABOVE. `n LuCk p S PRE-EN61NEERED DOUBLE 2xb WOOD FLOOR TOP PLATE,TYP. TRUSSES,SEE PLANS W Z 2 SECTION THROUGH EXTERIOR HALL-PERPENDICULAR FRAMING SCALE:3/4'=I'-O' ,[ > _ O a Q m r- APA RATED T16 1 PLYWOOD SHEATHING LAP SHEATHING — Q� 12'-0'MINIMUM �/) Y V I'-0°MAX L (>1 x � 0 N 2x LADDER FRAMED RAKE '^J` PRE-ENC711�RED W APA STRUCTURAL I RATED WOOD ROOF EXTERIOR PLYWOOD TRL95 = O SHEATHIN6.SHEATHING SHALL PRE-ENGINEE C L EXTEND TO TOP OF 6ABLE WOOD 6ABLE R END TRU55 END ROOF ' TRI155 � L SEE ARCH.FOR EXTERIOR FINISHES,TYP. Y () t 3 RAKE LADDER FRAME DETAIL AT TRU55E5 x SCALE:3/4'=I'-0" x Y Y • L t C 7 GCAMERA•O'NEILL CONSULTING ENGINEERS I Strw.twal F"g"+l+.ru,y•Dtti+gn 17/ela(•P,;int LJne LAD /Camera O'Neill FRAMED RAKES NOTE Ponsmooh,at o:an LADDER FRAMED RAKES ARE NOT SHOWN ( I I v- cot.5/a.x9d�FOR CLARITY.REFER TO DETAILS 461.1 FOR C.~Au vws ADDITIONAL INFORMATION TRU55 DESIGNER NOTE pt�G�F V. NEW Y TRUSS DESIGNER 15 RESPONSIBLE FOR /� SPECIFYING ALL CONNECTION AND / F I ;•. •.; I UPLIFT HARDWARE.TRUSSES SHALL BE DESIGNED TO MEET ALL BEARING REQUIREMENTS.APPROACHES TO ....................' i rr. uj 6 a ic� Qo ..i I N U C .._...._..__.._......_..... _.._.._.._............................_.......- ... GRIEVE REQUIRED BEARING INCLUDE ,, i - o /.........\ �� Q rn o »............. t:� vnb.n e +r w PCZ MDE DOUBLE ROW 3 DOUBLE,JOISTS SHAM EN ADDITIONAL S,ET O ^ <. p W U n o 0 FUU1 DEPTH'SOLID BE CENTERED BELOW 2z8 LEDGER PLIES,DI NT MATERIALS, G :,�`' uc W 0 FASTOED THROUGH SEE GENERAL NOTES FOR ADDITIONAL I I ``�,; BLOCKING DIRECTLY JACK STUDS ABOVE SHEA NINE AND INTO BEAM W/ U = L 3 0 REQUIREMENTS/INFORMATION PERMIT SET z g • �.....,.. BELOW WALL ABOVE 3 TAPER®2x8 ROOF Ys'z SIMPSON SDS SCREWS /. JOISTS a Ib'O.G. a 16' 4.STA66ERED ...... (FLUSH BOTTOM)(MIN U TRUSS u '77Ae 7 3�� b'DEPTH REMAINING) P+ E+40 M65 BLOCKING BLOCKING, Q PROVIDE 2x SLEEPERS IN I y ..~Y 9 V Q DE AND INSTALL SOLID Q Q� BLOCKING EA SIDE OF ALL RIDGES. _......_ SEE NOTE AREA SHOWN HATCH®A5 ....... ., . — _ _ I � VALLEYS!HIPS AND AT ALL EAVES REQ'D TO ACCOMMODATE TR 2x IP' 2xb TRl 2 _ - _ __ - AND FASTEN SHEATHING TO SUPPORT A i Y PROPOSED FLOOR F F F PANEL EDGES.SEE GENERAL NOTES ELEVATION.COORD.W/ - - - - - ` ARCHL DRAN N65 T. 1 .... _: — ! ,•x.�,. X /:; � FIRST RAFTER/FIRST TR1155 TRIPCE"xb 2x6" TRI Ptf b TR 2x6 ?R 2 b / �.3 FASTEN FIRST R MROLK�HHEX ER :. SHEATHING INTO WALL STUD51TIZU55 OS T �.. ,, ,....... ..r,...,,t.. ,�..� J Y4'x43e SIMP50N SDW MEMBERS W/ EMMI - TRIPLE 2xb 5GREN6 AT Ib'O.G.5TA66ERED PROVIDE SIMPSON L.U528-— . ARNLE55 OTHERWISE NOTED) ...................................:: FADE MOUNT HAN6ER5 AT ' PROVIDE SINGLE .......... `......... ALL JOISTS i IIb75'L.V.L.RIM I POST DOWN TO TRIPLE 2 2 I ABOVE EXTERIOR WALL BELOW ` I l-. ft"el 2 f N. TR PRE 1 e 4'O.G. E�MS PER TRUSS 50.2 r z ........ ......... .........: `•r 2 ......... ......... ......... ......... Z iI .......... I aa r. 50 2 :��. - to tO 3 i ...... .......... ......... .......... W ' • , �' ---------------- W4 FO I I TRI155 ,� a ........ BL LNG, SE RE PER Q A I '� ...::::::::::::::::::::::::::::::::::::•:::::::::::::::::vE:::E:dg::f .�••'' \. DE51 TYP.al n%2,; 1 2x ILER SHALLBE RIPPED I PROVIDE AND INSTALL 48"LONG,20 6A � 06 N SIMP50N COIL STRAP FROM ONE SIDE OF - 1416 BEAM,SEE PLAN N ' 11ND FASTENED TO TOP ; P05L UP AND OVER THE TOP OF THE BEAM, } AND DOWN THE OTHER SIDE.FILL ALL 24 .. BOLT 9 24.O C..STA66ERED i AVAILABLE NAIL HOLES WITH IOd NAILS. ......:: s xb O STOP MIDDLE PLY SHORT OF STEEL BOTTOM OF P05T SIM,SEE GENERAL NOTE5 :.6 .' TALL VIDE INST LPL Q N T. TION REQUI I I> ! L.V.L.PLIES SHALL BEAR DIRECTLY I SIMP50N PG OR EPC POST GAP, I DE T1VE O�MIF '' I Q LPL L _....... ..................................:...... SEE GENERAL w L L � Z /' ':. NOTES ROOF � Z O PRE: GIRDER TRUSS P.T.POST PRE I tD O O SEE PLANS '� e 'O.C. U /�� N x J. .+ •'.`�•�' ...._.._.Y_..y:. - _ _.._a'i . ...... ......... ........ - .... .. ..-.. Z I..L ...... ..... w _m :f �.0 ...................... -- �" IL xb. I ►- 61 TTf A d ......... ......_.... .... j ,{ g TYPICAL DE GK/PORGH BEAM STRAP DETAIL ' I 2 w ....... ........ :. _ _ . f,� S SCALE:3/4"=1'-0" .................................. TRIII5Cv,... NOTE a: p� H U ........ W �!! PLl1M�lINL=„LQGA�t10N ..............................t ' NOTE r a t....... t' h GOORL?. / ff?H j6?Ci:. ........................ SK 6FiT t W/ L TRI l23' >.DEL.IIb75' �:. I 1 .. ....... off- r...................... ........................ .:...::< L.VL.BEAM':t' P- ' PROVIDE TRIPLE 2x6 ........f �+q II IF CONmle O .off' Q(� h �.:>, <: FE1t �:. gPRE-BN6INEERED LIKQ _ r^ :. _.- _.__. _. i. ': >....... " t T4 WALL(SHOWN SHADED) ...... ............ �' 7 THIS WALL 15 THE PARTY " -j BETWEEN UNITSGOOR _ _ I TRU55 DI ION5 DW55 6 DOUBLE N$75• 1` v��,t} BL IN6, ft NOTE O • O.G. gr WALL(5+101�N SHADED) 0�1 Fb 2x4 eIb'O.G.BEARING g • I �. r 15 WALL 15 THE PARTY > Lo ` 1 50.2 s PRE I O 4'O.C. ^' 2 v< 50.2 I I = Q� z I- I a) I I 3 N .....................................IRII?LEJIBL75'. 1.lF.ADHt....................................: ....... b'i5'L V d DOUBLE II .L. TRI 2zb PLF IPLE }.......... ...... ... ....... ..... ' ------- ------ - ....... - ... ...... .. .. ............ .L TRUSS _7/ BLOCKING, 'I) IL g ��k SEE NOTEco -- ARCHITECTURAI_ EMBELLISHMENTS BY OTHERS. r— COORDINATE WITH - I I ARCHITECTURAL ORMN66 I Ilie I I I I Y SECOND FLOOR FRAMING x SCALE.1/4"=1'-O' A ROOF FRAMING04 SCALE:1/4"=1'-O" PLAN NOTES: PLAN NOTES GONT.: x 1. *J-#K JACK AND KING STUDS SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT STUDS.(I e.2J-2K MEAN5 2 9. ALL MLT1-PLY WOOD AND/OR ENGINEERED M�T'�ERS SHALL BE GANGED TOGETHER IN ACCORDANCE WITH MANUFACTURERS FULL-HE16HT KING STUDS WITH 2 JACK STUDS SUPPORTING THE HEADER) REQUIREMENTS AND PREVAILING STATE BUILDING GORE. 10. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED T06ETHER IN ACCORDANCE WITH MANUFACTURERS 2. -��-INDICATES SIMP50N STRONG-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL SIMPSON HANGERS REQUIREMENTS AND PREVAILING STATE BUILDING CODE. SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS WITH THE MAXIMUM FASTENER SIZE AND QUANTITY. 11. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. 3. 'L ALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE)�'THICK*SFRINGFIELD"GAP 12• MEMBER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED AS A GENERAL GUIDE TO FRAMING.THE EXACT FRAMING LAYOUT, CN- AND BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CL05ELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL 4. UNLE55 OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE SUPPORTED ON EA. DRAWINGS AND ULTIMATELY DETERMINED BY THE GENERAL CONTRACTOR ANY SUBSTANTIAL GRANGE IN FRAMING END BY A SINGLE JACK STUD 6AN6ED TO A DOUBLE KING STUD. METHODAAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. ? 5. BEAMS AND COL UM[Nr ON PLAN MARKED'P.T.'DENOTE PRE55URE TREATED OR WOLMANIZED LUMBER. 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OUTS,UNDER6ROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND ALL 6. REFER TO GENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,GEOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 7. ALL FULLHEI6HT COLUMNS WHICH PASS THROUGH FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAWINGS PRIOR TO CONSTRUCTION. TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES,EAVES,BRACKETS,6UTTERS,COR8EL5,BUILD-OUTS,PAD-OUTS,AND ALL OTHER APPLIED - 8. ALL PLATFORM FRAMED POSTS,WALLS,AND/OR BEAM LOADS SHALL BE TRAr6FERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURES AND EMBELLISHMENTS BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE CRIPPLE STUDS,"SMASH BLOCKS',AND/OR FtL:-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. CAMERA-O'NEILL CONSULTING ENGINEERS Str,rrural Fnqine+.nng•nzSrgn rti e10c•a An,Lone �ortsmo�.in,Pi oia)i Camera O'Neill _„•57�•z�a; 4 �r NEW Y ........................ ............. :................................. . yam,X. z z L++ a O t o 10 ...._......-...........__...._......_.._._.........._.... ................_ _-- >s. N c°�v N V ...... .....-..�.._.. ....._.. ....._..... ......._.........................................._........................_............_...........-........_...........-.... t yn it O C P r• r................ �\'.............. ........................................................................................................................... ?�\ vhtJ?t>> ~ ~ Q o ......... .� \ ............................................. U •- in O c ::° PERMIT ET f :? ER T S• z o U ................. ?. i ►' "73.•.'.SaY'.av :.,,,_....,.:::..,,.;......;:.M1m. .ay..•�. }............::::..•::.,,K...w.::::...•t•.'.�`,•:�r:.;;:;,�:,.;:r:..;.:.;;��:.. ..,,.:..:...:;,,.;;:+�s........:.� ........... .......................................................................... .. SWI SKI : ..........:....: ....... _ '............................................... AT WALKOUT BASEMENT .. `..... ...... .`. OPTION,PROVIDE'5TI' ' STRAP HOLDOV46 IN LIEU OF'142'HOLDOKN AT ..............: s j FIRSTFLOOR N6 ................................................. } N ......... ... Z ADJACENT L ADJACENT UNIT UNIT 7 \• ;is ._....... ......::'> THIS 5HEARAIALL IS: E TH15 5HEARRALL 15 THE N _ PARTY WALL BETNE�N UNITS PARTY WALL BETWEEN UNITS Z O Q ........................ J C J CV :. .. Q . . .............. ::........::. o . ........:... ........................ W N CL uj : Lu J 111 ..................... ;'.. .. ...... :'r .................... ...................................... _............................................_........................_....-... _...__.._...�._.._........_....__..� ..........................E H2: ?' c•' H2 : '. _.. �. :...................... SW3 ......................... ...................... .. y........................ O ...................... .........� -- .................. \........... L Y W ......................... ... , Z ...................... j........................ ....._............ I{..•..............».»..... Y i ................. .................... _ CAV i l - „` ADJACENT 2 L ADJACENT 7 ' UNIT UNIT W Y Lr) CN --•--•.......................................................... # Y CV ................--................................................ - J a) N ............ .................................................................------...............----------........... e ................................................................................................................................................................... ............................................................................................................ .................................................................. .............................................................. f� Y Y (DFIRST LOOR SHEARWALLSBASEMENT 5HEARWALLS-WALKOUT BASEMENT OPTION S I/4"=1'-0" x SCALE:1/4"=I'-O" Y SHEARHALL SGHEDULE HOLPO SHEARINALL PLYWOOD 5HEETROCK WALL STUDS BLOGKIN6 NAILING a NN NOTES: ID TA6 FACE FADE a PANEL EDGES a E06ES? PANEL E06E5 I. ALL THREADED ROD HOLDOWNS SHALL BE FASTENED TO CONCRETE FOUNDATIONS WITH HILTI HIT HY 200 EPDXY SYSTEM INSTALLED IN STRICT SWI OUTER INNER SIWLE 2x BLOCKED T 8d a 6'O.G. ` AGGORDANCE WITH MAN IJrAGTURERS REQUIREMENTS. 2. ALL MULTIPLY WALL STUD5 FASTENED TO HOLDOW6 SHALL BE 6AN6ED T06ETIER IN ACCORDANCE WITH BUILDING GORE AND 6ENERAL NOTES. 5W2 NONE INNER SINGLE 2x BLOCKED 06 SGREW5 a 4'O.G. 3. WHERE UPPER WALL 15 NOT IN LINE WITH LOWER WALL,45TI'STRAP HOLDOWNS SHALL BE EXTENDED THROU611 FLOOR 5HEATHIN6 AND FASTENED TO SW3 EITHER BOTH SINGLE 2x BLOCKED ad a 6'O.G. BEAMS/BLOGKIN6 BEFOR FURTHERLOW.STRAP MAY BE EXTENDED DOWN AND BENT AROUND UNDERSIDE OF FRAMING AS REQUIRED.SEE TYPICAL 5HEARWALL DETA 4. ALL DIMENSIOPS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUT5,UNDER6ROUND UTILITIES,PIERS,FOOTIN65,SLABS,AND ALL OTHER ITEMS HOLDOHN SGHEDULE s SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR TO HOLDOWN THREADED (y) G GTION ID TAG 51MP50N HOLDOWN FASTENERS ROD 5. PROVIDEROVIDE AND INSTALL HORIZONTAL 4kb'PLYWOOD PANEL CENTERED ON THE PRE-ENGINEERED WOOD RIM TRU55.THIS PLYWOOD TIE PANEL SHALL BE ON PLAN MODEL�+ FASTENED TO: TO FRAMIN6 DIAMETER EMBED.INTO FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH 8d NAILS®6'O:G.0 NAILS PER STUD)I.PLYWOOD PANEL SHALL BE FASTENED TO THE CONCRETE PRE-ENGINEERED WOOD RIM TRU95 TOP CHORDS,BOTTOM CHORDS,AND RIBBON JOISTS W/ad NAILS a 6'O.G.AND TO THE TRUSS VERTICAL MEMBERS H2 HDU2-SD52.5 DOUBLE WALL STUD 5D5 SCREWS 5/5'DIA. 12" WITH ad NAILS o 6'O.C.(3 NAILS PER VERTICAL MEMBER).THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FLOOR STUDS WITH 8d H4 HDU4-SD52S DOUBLE WALL STUD SDS SGREHS 5/8'VIA. 12' NAILS o b'O.G.(3 NAILS PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH ad NAILS o b'O,G••EXCEPTION:PLYWOOD PANEL SHALL 5TI GS-2ox54'LONG DOUBLE WALL STUD (28)IOd NAILS ABOVE AND BELOW RIM BE FASTENED TO EVERY FULL HEIGHT K1N6 STUD AND JACK STUD AT ALL WINDOW AND DOOR LOCATIONS WITH p5)ad NAILS(5 EACH KING AND JACK) w GENERAL NOTES GENERAL NOTES GAS FURNACE W SPLIT AIR CONDITIONER SCHEDULE LABEL(ID) MAKE MODEL(INDOOR UNITS HP INPUT OUTPUT VOLT PH AMPS FUSE COIL MODEL(OUTDOOR) TON SEER VOLTAGE PH MCA MOCP NOTES i THE MECHANICAL SYSTEM INDICATED ON THE DRAWINGS ARE DIAGRAMMATIC TO SHOW THE BTUH BTUH MODEL OWNER'S INTENT AND THE MECHANICAL EQUIPMENT LOCATIONS.ALL EQUIPMENT AND 9 BRANCH SUPPLY AND RETURN GRILLES SHALL HAVE VOLUME DAMPERS TO BALANCE EACH AIR AHU-1 CU-1 HEIL N9MSE0401712A 1 2 40,000 39,000 115 1 83 15 EDM4X24L17 NXA624GKA 20 16 208 230 1 17 7 30 AMP SEE NOTE I w ACCESSORIES ARE SHOWN APPROXIMATELY AND SHALL BE INSTALLED CONSISTENT WITH JOB DEVICE OUTLET AHU-2/CU-2 HEIL N9MSE0401410A 1 2 40,000 39,000 115 1 68 15 EDM4X181.14 NXA618GKA 15 16 208/230 1 11 8 20 AIMP SEE NOTE I CONDITIONS AND APPLICABLE CODE REQUIREMENTS THE HVAC CONTRACTOR SHALL PROVIDE ALL 10 ALL DUCTWORK ELBOWS AND TEES SHALL HAVE TURNING VANES INSTALLED TO MINIMIZE STATIC LABOR AND MATERIALS NECESSARY FOR A COMPLETE WORKING SYSTEM AND ALL REQUIRED PRESSURE DROP NOTES 2 PROVIDE SPLITAUXI SYSTEMS DRAIN NTH HIGH/LOW PRESSURE SAFETIES,TXV VALVE,CONDENSATE NEUTRALIZER KITS,CONCENTRIC ROOF VENTS&7 DAY PROGRAMMABLE THERMOSTATS W V m O°� 11 THE MECHANICAL CONTRACTOR SHALL BALANCE THE HVAC SYSTEM PER THE AIR FLOWS LISTED an_ c u TESTING OF THE MECHANICAL SYSTEMS THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE m c a FOR PERMIT COSTS FOLLOW ALL RANGE HOOD EXHAUST DUCTWORK INSTALLATION REQUIREMENTS THE RANGE ow U Q— o AIR DEVICE SCHEDULE as in um EXHAUST DUCT SHALL DISCHARGE DIRECTLY TO THE OUTDOORS USING SINGLE WALL GALVANIZED c 2 THE MECHANICAL INSTALLATION SHALL MEET ALL THE REQUIREMENTS OF THE AUTHORITY O STEEL OR STAINLESS STEEL DUCTWORK THE DUCTWORK SHALL HAVE A SMOOTH INTERIOR LABEL(ID) MAKE MODEL SIZE NECK CFM DESCRIPTION NOTES u _ _ ! HAVING JURISDICTION IT SHALL ALSO MEET THE 2015 INTERNATIONAL RESIDENTIAL CODE AND THE U r 0 bb 2016 NEW YORK STATE UNIFORM CODE SUPPLEMENT SURFACE,BE AIR TIGHT AND BE EQUIPPED WITH A BACKDROP DAMPER CD-I HART&COOLEY A682M 12x6 7"P SEE PLANS 2-WAY CEILING SUPPLY DIFFUSER - U 3 THE MECHANICAL CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL DRAWINGS AND SITE TO 12 DRYER EXHAUST SHALL BE CONSTRUCTED OF SMOOTH INTERIOR 0 016-INCH MINIMUM THICK METAL FG-1 HART&COOLEY 421 12x6 7"¢ SEE PLANS FLOOR DIFFUSER COORDINATE FLOOR GRILLE COLOR FULLY INFORM ITSELF OF ALL CONDITIONS DUCT 4 INCHES IN NOMINAL DIAMETER AND SHALL MEET THE REQUIREMENTS OF SECTION M 1502 RR-1 HART&COOLEY 661 12x 12 _ SEE PLANS WALL RETURN GRILLE 4 THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CONDENSATE DRAINS CLOTHES DRYER EXHAUST OF THE 2009 INTERNATIONAL RESIDENTIAL CODE INSULATE DRYER tenehaa RR-2 HART&COOLEY 661 14x24 _ SEE PLANS WALL RETURN GRILLE EXHAUST DUCTWORK AS REQUIRED TO PREVENT CONDENSATION PROVIDE COMBUSTION AIR OF ri 5 THE MECHANICAL CONTRACTOR SHALL PROVIDE A TRAINING WALK THROUGH WITH THE OWNER �,.r�4". y OPENINGS IF REQUIRED PER THE DRYER MANUFACTURERS INSTALLATION INSTRUCTIONS AND RR-3 HART&COOLEY 661 24x12 SEE PLANS CEILING RETURN GRILLE AND GENERAL CONTRACTOR TO DISCUSS ALL HVAC COMPONENTS AT THE CONCLUSION OF THE ��A PROJECT APPLICABLE CODE REQUIREMENTS NOTES 1 COORDINATE AIR DEVICE LOCATION,QUANTITY,THROW,SIZE,AND CEILING TYPE HARDWARE BEFORE ORDERING 6 THE MECHANICAL CONTRACTOR SHALL SUBMIT O&M MANUALS AT THE CONCLUSION OF THE 13 ALL GAS APPLIANCES SHALL BE INSTALLED AND VENTED PER APPLICABLE CODE REQ(IREMENTS 2 EXAMINE EXISTING CONDITIONS BEFORE ORDERING AIR DEVICES id go;x 3 PROVIDE VOLUME DAMPERS AT BRANCH CONNECTIONS TO MAIN,BALANCE PER CFMS LISTED „ PROJECT 14 APPLIANCES WITH IGNITION SOURCES LOCATED IN THE GARAGE SHALL BE PROTECTED FROM 4 PROVIDE BOOT WITH ADJUSTABLE DAMPER IN NECK DAMAGE AND BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS THAN 18 INCHES �- ^ 7 INSTALL ALL EQUIPMENT AND ACCESSORIES PER THE MANUFACTURER INSTRUCTIONS ALLOW THE MANUFACTURERS RECOMMENDED CLEARANCE AROUND ALL COMPONENTS IF THE CONTRACTOR ABOVE THE FLOOR SURFACE ON WHICH THE EQUIPMENT OR APPLIANCE RESTS IS COORDINATE THERMOSTAT LOCATION WITH OWNER LOCATE THERMOSTAT AWAY FROM WINDOWS, EXHAUST AND SUPPLY FAN SCHEDULE FORESEES OR COMES ACROSS ANY INSTALLATION CONCERNS HE SHALL NOTIFY THE ARCHITECT v FOR A RESOLUTION EXTERIOR WALLS,HEAT SOURCES AND SUPPLY AIR DEVICES LABEL(1D)MAKE MODEL CFM S P VOLTAGE PH AMPS WATTS DISCHARGE NOTES 8 ALL SQUARE AND RECTANGULAR DUCTWORK TO BE SHEET METAL LINED OR WRAPPED WITH EF-I PANASONIC FV-05-I 1 VKSI 80 0 2" 120 1 016 - 4" SEE NOTE 1,2,3,4 INSULATION TO MEET CODE REQUIREMENTS,DUCTBOARD OPTIONAL ROUND DUCTWORK TO BE HEF-1 FAN TECH FG 12 EC 600 0 3" 120 1 - - 12" SEE NOTE 1,2,3,4 METAL WRAPPED WITH INSULATION TO MEET CODE REQUIREMENTS FLEXIBLE DUCTWORK SHALL SF-I FAN TECH FG 12 EC 600 0 3" 120 1 - - 12" SEE NOTE 5,6,7 BE PERMITTED PROVIDED THAT DUCT LENGTHS SHALL BE LIMITED TO 14'MAXIMUM ALL EXHAUST AND INTAKE DUCTWORK SHALL BE METAL WRAPPED WITH INSULATION AND VAPOR BARRIER TO NOTES I EXHAUST FANS SHALL HAVE BACK DRAFT DAMPERS y 2 PROVIDE WITH ANY NECESSARY DUCT TRANSITIONS&MOUNTING HARDWARE Z MEET CODE REQUIREMENTS 3 INSULATE ALL EXHAUST DUCTWORK IN UNCONDITIONED SPACE TO PREVENT CONDENSATION _O 4 PROVIDE WITH ALL ACCESSORIES NECESSARY FOR A COMPLETE INSTALLATION H 5 INTERLOCK WITH OPERATION OF KITCHEN HOOD 6 PROVIDE WITH CONTROL WIRING FROM CONTROL PANEL IN BASEMENT TO ATTIC SPACE FOR FUTURE DUCT HEATER p� 7 PROVIDE WITH CONTROLLER,MOTORIZED DAMPER,FAN WITH EC MOTOR AND ALL OTHER COMPONENTS TO MAKE A COMPLETE SYSTEM NOMENCLATURE ELECTRIC WALL HEATER SCHEDULE LABEL(ID)MAKE MODEL CFM I HTR WATTS I VOLTAGE I PH I AMPS I NOTES -bl-- UNDERCUT DOOR 1" WH-1 QMARK CWH-1202 65 f 1,000 1 240 1 1 1 4 2 1 SEE NOTE 1,2,3 NOTES i FURNISH WITH INTEGRALTHERMOSTAT O Vil EXHAUST FAN 2 FURNISH WITH DISCONNECT CN 3 PROVIDE WITH ALL NECESSARY HARD WARE W CN i-- ® FLOOR OR CEILING SUPPLY DIFFUSER Z W H J RETURN GRILLE Q LL UD Z MANUAL VOLUME DAMPER Z= O 0 < C = w MOTOR OPERATED ZONE DAMPER V U Z H Q ~ S O THERMOSTAT 0 S Q H Z O O L m O N � O r- � I Lo Z CV N N O '— E cM D CE 'w E F 2 3 2`020 VILLAGE OF RYE BROOK BUILDING DEPARTMENT v ..r..... �tni ......................................................................t 2 Z W IDE a W ] O� > p ............................................................... .............................................................. i W W t0 .................................................................. I t` V K ^Z O u .......................................... ................................................ , ?.................c..................r r wn I .w I I I Ir ............................................... ffFt Ti T .............................................. I fl.J r ; .......................... 711+ j�'�irw�nweM� t�J 7" '4 T' CD-I 75 CFM N 7--f Z i O CD-1 H 4 75 CFM 211 t o 16x 12 1 ST FLOOR ZONE DAMPER i RR-1 Z 10"0 ZONE 200 CFM J O DAMPER C N / �..........................., O 7"; p O b N 4"0 EXH ............EF_I.................. J LIPLL N 4"1 EX 0 F ST(:, AHU IT-f W - 7"0 FRES�i << c 16x12 U AIR UP O W 12' BYPASS 12"O RETURN i.... 1 ...� - AMPER UP 7"HONEYWELL ,�� CDC: :::I.:�' d Q w O.A DAMPER 50 CFM-.. ::•..; U J �... Ek co W Q ................................................................................................................ HONEYWELL W8150 FRESH AIR CONTROLLER I I I I - I ..........., .... �.� Z ......................... I ......................._ I O ........................... I I .............................I I .. O............................ 0 I a) >1 I - I i Q 7"+I I c LoI I C3 I I N I - J I I I ................................. N � I I I I i O � i i ... .................................................._.......................................................................I ' I .............. .... E ......................................................................................................................................... ' 3 ................................................................................................ CL .......................... ..... I , I - [. cle) ....... - � 11�1,.. I I .............................................I ' �--- ....................................................................I ............................................................ 1 UNIT"A"BASEMENT PLAN M-1 SCALE:1/4"=1'-0" �J Cu-1 2.0 TON ` W Z UA ne m� 0- U' uq Fyn- >O DZ ..................J ``::. nL,u a� N .............................................................................` ....................� ......................... .�.-..........._.... ...... G W G O CU-2 .................................................................. �' C ff t^ 41 1.5 TON 1.................................................................... u = ................._......_...................--.........� U m u Z `o _ . U I I I I u .......................... - T...................................................................................................•--•..........----...................................................................................................... 0 IY , ,.................c„ -..•......•...... ............-................................... ......................c ,....................c I I ...... I.....I...I.... ! •' j' .......................... ......................... ,.syIN��p t prp ® ............... ...... ..... ..................................... ... ............................ .... .. ....��•-� {•-�•� ff* xt�rH ... ............................ ............................................................ CD_I...... !t S f FG-1 .,..,.EF-I 6&,CFM C�-1 135 CFM ( 80 CFM 80 CFM �I y«....» "._.._._ ..................... i ................... ............ a....................ci"L-�,,,.............,.,.r.T"T.�,...................rj�`.�....,,..,,.,,.,..,..c y . �rN.hNNrf�•�ti1� ................_............................................................................._........_... ;EF-i 7„ ® ® \y t. FG-I FG-1 135 CFM 135 CFM '�. 7„ l ; ......................................... �6? z 0 I I............. H { t� ::..........................._..... I •,•.I � IUI i I KITCPEN HOOD W I i ....... INLIN£.£XHAUST •.�� IN AT IC�JNTERLOCK J� Q At1ST F#lN WITH MAKE I -EXH 6"0 DOWN UP Ai�t FAIL -..... -- I r 10"0 UP THRU ;.......... I i........... ROOF FRESH AIR ._......... + r..... +... �.1..!� 7"0 FRE 'AIRl1P !............. A ............. jj .... 7„ UP TRHU ROOF 0/ O 10"0 UP THRU ROOF, ............................................................I{�..�T.. INLINE HOOD EXH I O 0 6"0 EXH UP O CD-I ••••••• 4"0 EXH DUCT AN IN AMC�' �' ,t5 CFM N O _� J ............ J KITCHEN HOOD,, 7" FRESH AIR 14x14 FRESH - � EXHAUST UP f 4"0 EXH DUCT 7"0 FRESH AIR 4 CD-1 AIR FROMin I 12"0 RETURN RR--) ? 65 CFM ABOVE i Z r-- DOWN 555 CFM QT { i \, I/ - --- MOD �... r` -aN75 4"0 EX DUCT ��•Il{ DRYER C \ SF-I ,'�� 1'�� W (o-t ::Y50GVN:........................ :�:::1- rn I t .<,n I Z N . ill Box p EF-IFG-1 j ` ...... tii Lu CFML�L J0 FRESH AIR DN `: .. ..................... CD-1 -♦ m I �; w Q 7"�F H AIR 55 CFM rn� a h Al ..................... 1 ...........', --- - lIx14 MAKE UP'"""""EF-I •• ....................... ......_.................................... AIR GRILLE ......................... AIR .Il I I �rJ ( �.) .................... �. ..l►.l:.l.[......................... Z ................... F,/ RR-3 V I II U RU-ROOF �•1.............. 650 CFM !{ j ............ .. ..........................I ';.'' .......... �- ,�� O ......................I Ci......................... N Q o 1 AHU-2 6"HONEYWELL Y8150 SYSTEM& 1 .................................. _............................................... W8150 CONTROL Lo PROVIDE ACCESS ^, FOR SERVICE. FG-I �, Al 75 CFM 7" YNJ N cm "•ti 0 r- //" L WH-1 % CD-1 7+ CD-1 •� ~ 120 CFM 120 CFM ......................................................................................................... ............................ ........................ ........................ ....................................................................................................................................... � ,,r- :............................................. :................................................ jj.................... ..................... ...,...,............-.......... I.. 2.:...................N .............. :::....1�. ::::: ::: ::::::::: "' "I r- i ..............................l 2 UNIT"A"SECOND FLOOR PLAN 1 UNIT"A"FIRST FLOOR PLAN -2 SCALE:1/4"=1'-0" -2 SCALE:1/4"=1'-0" ..j J ZZW Eo. W M mO 0-40 y C U Q F y F 0,58 ca G W U a& �n ........... I Y� W C t i............... p C I °C U .......... o +�OF fq 13 Al m r i m st- MEN Z 0 _N W GC I:Z. 10"0 HOOD EXH I ��10"0 BATH EXH 7„0 FRESH AIR I TAKE W/CURB&CAP I TERMINATE W I / I ROOF CAP TERMINATE W/ROGF CAP ` 0— O LL 600 CFM INTAKE CURB AND C kP O } a—4"DRY VENT �`i I N �...-...._..._..._� j I /< C) _NOTE:ALL ROOFTO IN RATIONS SHALL BE THROUG A 1 GOOF AREA \ I 0 Q O \� a = W U W Q w v ~ 1 0--- FURNACE 6"0 FRESH AIR INTAKE \ CONCENTRIC VENT TERMINATE W ROOF CAP — O N Q � • ------------ O Z O N J O N r� O L .................... ...... I i t' a co r— I i I 1 UNIT"A"ROOF PLAN -3 SCALE:1/4"=1'-0" ELECTRICAL SYMBOLS O RECESSED DOWN LIGHT ` OO SURFACE MOUNTED DOWN LIGHT PANEL WALL SCONCE 0 LINEAR STRIP LIGHT AMPS:200 � M.L.O. ..LOr1 WALL MOUNTED DOOR CHIME PUSH BUTTON, TYPE:M u �V MOUNT 48'MAX AFF oc WALL MOUNTED TWO TONE DOOR CHIME. PHASE/WIRE:1/3 MOUNT 7'-0'AFF SINGLE POLE WALL MOUNTED SWITCH, VOLTAGE:120/240 MOUNT 48'MAX AFF U N.O. $�`3 THREE WAY WALL MOUNTED SWITCH, A.I.C.:22,000 Z Z w m SS E o MOUNT 48'MAX AFF U N.O. F N C 4 FOUR WAY WALL MOUNTED SWITCH, W tJ 0 C4 m,� MOUNT 48'MAX AFF U N.O. CIR. TRIP NO. NO. TRIP CIR. ae p us O o 120v,MULTI-STATION SMOKE ALARM NO. AREA SERVED AMPS A.W.G. POLES POLES A.W.G. AMPS AREA SERVED NO. O _ S WITH 9VDC BATTERY BACKUP U = �9 42 LIGHTING:BSMT(FINISHED) U IE Z c WITH MULTI-STATION CARBON MOXIDE ALARM RECEPTACLES:BSMT(FINISHED) AFCI AFCI RECEPTACLES:SMTI(UNFINISHED/UTILITY) V CO WITH 9VDC BATTERY BACKUP 1 ) #12 1 1 #12 2 m a EP 20 RECEPTACLES:BSMT BATHROOM - ELECTRIC POWER PANEL 3 RECEPTACLES:MEDIA PANELS(BSMT) AFCI #12 1 MP � MEDIA(TEL OR CAN)PANEL 12 AFCI DEDICATED GFI(1) 4 gYfiM�1t LIGHTING:Q STAIRS,MUDROOM(1st),BATHROOM(1st), 20 20 RECEPTACLES:1st FLR BATHROOM 5 #12 1 1 #12 6 �tiOF NFL JUNCTION BOX FOYER(1st),HALL(2nd),DEN(2nd),LAUNDRY(2nd) AFCI AFCI DEDICATED GFI(1) �{�o��h• oF„��p DUPLEX RECEPTACLE,MOUNT 18"AFF U.N.O. LIGHTING:GARAGE 20 20 RECEPTACLES:ENTRY,FOYER, * - 7 RECEPTACLES:GARAGE GFI(2)&GDO AFCI #12 1 1 #12 AFCI MUDROOM$EXT.GFI(1) 8 ` DUPLEX RECEPTACLE,ONE SIDE SWITCHED, MOUNT 18"AFF U.N.O. s _ LIGHTING:LIVING,KITCHEN,DINING 20 20 LIGHTING:W.M.ROOM ,�~,��',,►'!�•''Z., GFI DUPLEX RECEPTACLE,MOUNT 18'AFF U.N.O. 9 RECEPTACLES:LIVING,FP,DINING AFCI #12 1 1 #12 AFCI RECEPTACLES:W.M.ROOM&EXT.GFI(1) 10 20 ter DUPLEX RECEPTACLE WITH INTEGRAL USB CHARGER PORT 11 RECEPTACLES:KITCHEN COUNTER AFCI #12 1 1 #12 A20 FCI RECEPTACLES:KITCHEN COUNTER 12 a TV TELEVISION OUTLET,PROVIDE WITH RG-6 CABLE TO MEDIA PANEL,FACEPLATE AND F-CONNECTOR 13 RECEPTACLES:KITCHEN ISLAND a AFCI #12 1 1 #12 20 AFCI RECEPTACLES:REFRIGERATOR 14 TEL TELEPHONE OUTLET,PROVIDE WITH CATSE CABLE TO MEDIA PANEL,FACEPLATE AND CATSE CONNECTOR INDICATES MECHANICAL OR PLUMBING EQUIPMENT REQUIRING 15 RECEPTACLES:DW&GD(OPTIONAL) 20 #12 1 1 #12 20 LIGHTING:RANGE HOOD 16 XXX ELECTRICAL SERVICE,REFERENCE MECHANICAL AND/OR PLUMBING AFCI AFCI RECEPTACLES:RANGE Y PLANS FOR POWER REQUIREMENTS AND CHARACTERISTICS, LIGHTING:REAR PATIO 20 20 RECEPTACLES:LAUNDRY,HALL(2nd), Z PROVIDE NEMA DISCONNECTS WHERE REQUIRED BY CODE 17 RECEPTACLES:REAR PATIO GFI(1) AFCI #12 1 1 #12 AFCI DEN(2nd,OPTIONAL) 18 0 C INDICATES DEVICE TO BE MOUNTED ABOVE COUNTER 0 KI INDICATES KITCHEN ISLAND DEVICE TO BE MOUNTED IN CASEWORK 19 LIGHTING:M.BEDROOM,CLOSET&M.BATHROOM 20 20 RECEPTACLES:M.BATHROOM 12'MAX BELOW COUNTER RECEPTACLES:M.BEDROOM&M.BATHROOM AFCI #12 1 1 #12 AFCI DEDICATED GFI(2) 20 GFP INDICATES GROUND FAULT PROTECTED LIGHTING:BEDROOM#2 CLOSET&BATHROOM(2nd) 20 20 LIGHTING:BEDROOM#3 CLOSET 22 WP INDICATES WEATHER PROOF ENCLOSURE 21 RECEPTACLES:BEDROOM#2 AFCI #12 1 1 #12 AFCI RECEPTACLES:BEDROOM#3 GO INDICATES GARBAGE DISPOSAL DW INDICATES DISHWASHER 23 RECEPTACLES:BATHROOM(2nd) 20 #12 1 1 #12 20 RECEPTACLES:DEDICATED WASHER 8 DRYER 24 H Q R INDICATES RANGE DEDICATED GFI(2) AFCI AFCI REF INDICATES REFRIGERATOR O C) LIGHTING:ATTIC 20 CV HD INDICATES RANGE HOOD 25 RECEPTACLES:HEF-1&SF-1(ATTIC) AFCI #12 1 FUTURE MAKEUP/SUPPLY 26 O FP INDICATES FIREPLACE 2 #6 50 DUCT HEATER(ATTIC) 0 28 Z (V D INDICATES DRYER 27 } W INDICATES WASHER WH-1 WALL HEATER LU H INDICATES GARAGE DOOR OPENER,RECEPTACLE IN CEILING, (W.M.ROOM) 20 #12 2 r^0 29 CU-1 30 LLJ z ` GDO OPENER CONTROL SWITCH WALL MOUNTED ADJACENT TO LATCH SIDE OF INTERIOR DOOR 2 #8 40 OUTDOOR AC J< W ��` 31 HWH-1 CONDENSING UNIT 32 Q LN Z ELECTRIC HOT WATER HEATER 30 #10 2 J GENERAL ELECTRICAL NOTES: O 33 (BSMT UTILITY) 0-Q Z Q CU-2 a_�Lu W 1.ALL WORK SHALL COMPLY WITH INTERNATIONAL RESIDENTIAL CODE(IRC 2015),AND ALL APPLICABLE 2 #12 20 OUTDOOR AC LOCAL CODES AND/OR AMENDMENTS. CONDENSING UNIT = Q U Lu 35 AHU-1 GAS FURNACE(BSMT UTILITY) 15 #14 1 36 �Lu J r t 2.ALL MATERIAL SHALL BE NEW AND U.L.OR EQUALLY APPROVED. LL.I N h Q 3.PROVIDE NAMEPLATES ON CONTROL DEVICES WHICH SHOW THE EQUIPMENT SERVED,VOLTAGE, 37 AHU-2 GAS FURNACE(ATTIC) 15 #14 1 1 #12 20 MAKE-UP AIR CONTROL PANEL 38 PHASE AND CIRCUIT NUMBERS. 4.ALL SERVICE AND FEEDER CABLE TO BE 600V,1/C,THHN/THWN COPPER OR EQUIVALENT SIZED 39 SEA SEWAGE EJECTOR PUMP(BSMT UTILITY) 20 #12 1 - - - SPARE 40 ALUMINUM CABLE,EXCEPT FEEDER CABLE TO INDIVIDUAL APARTMENT UNITS TO BE ALUMINUM'SERI TYP. APARTMENT BRANCH CIRCUITS TO BE'ROMEX'TYP. 41 SPARE - - - - - - SPARE 42 5.UNDERGROUND CONDUIT AND FEEDERS MAY BE SCHEDULE 40 PVC. Z 6.CONTRACTOR SHALL INSTALL EQUIPMENT GROUNDING SYSTEM CONNECTING NON-CURRENT CARRYING METAL PARTS OF WIRING SYSTEM TO THE GROUND. 7.TAG ALL WIRES AT PANEL BOARDS AND JUNCTION BOXES WITH FIBER OR PLASTIC TAGS. O O L 8.ALL GROUNDING SHALL BE IN STRICT COMPLIANCE WITH THE LATEST OSHA AND NEC REQUIREMENTS. ALL CONDUIT CONNECTIONS MUST BE TIGHT TO MAINTAIN A GROUND PATH. ca 4) ^ GROUNDING. ' 9.ALL CIRCUITS FOR POWER AND LIGHTING SHALL HAVE GROUND CONDUCTOR FOR EQUIPMENT TYPE 3R MODULAR 4 `N METER STACK w/BREAKERS, ce 10.CONTRACTOR SHALL VERIFY EXACT ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT TO BE TERMINAL SERVICE BOXES (3)120/240,200A,1P,3WON EXTERIOR OF BLDG PANEL WIRED PRIOR TO WIRING OR ROUGHING IN. PER SERVICE PROVIDER TERMINAL BOX 120/240,200A,1P,3W ^^`` � W r-- 11.ALL SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY CONSTRUCTION AND OF VOLTAGE REQUIREMENTS 120/240 V O O M.L.O.,TYPE 1 AND AMPERE RATING TO SUIT EACH FUNCTION. 400 A }-� LIB 1-P,3-W UNIT'C1' V �1 12.ALL PANELBOARDS TO BE CIRCUIT BREAKER TYPE OF VOLTAGE CHARACTERISTICS AND AMPACITY (1)2"CONDUIT .J ��1� CAN TEL O O WITH(3)#3/0 CU RATING TO SUIT EACH APPLICATION.MINIMUM SERIES SHORT CIRCUIT RATING TO BE 10,000 AMPERES, ^' RMS,U.L.SYMMETRICAL UNLESS NOTED OTHERWISE.ALL BUS BARS ARE TO BE COPPER. UNIT'A' 13.ALL SYSTEM WIRING SHALL BE TYPE APPROVED FOR APPLICATION.ALL SYSTEM WIRING NOT #6 CU GROUND, MP-CAN MP-TEL �--" CONCEALED IN BUILDING CONSTRUCTION SHALL BE INSTALLED IN SPECIFIED ELECTRICAL RACEWAYS. BOND TO ELECTRIC C O UNIT'A' L SERVICE GROUND MEDIA PANEL MEDIA PANEL 14.PROVIDE FIRE STOPPING 8 FIRE CAULK AT ALL FIRE RATED ASSEMBLY PENETRATIONS FOR ALL UNIT'C1' ELECTRICAL WORK.SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES. TRANSFORMER �L 15.ALL ELECTRIC DISTRIBUTION PANEL BOARDS WITHIN DWELLING UNITS TO HAVE HIGHEST OPERABLE _ CIRCUIT BREAKER SWITCH LOCATED NO MORE THAN 48"AFF. co 16.WIRE ALL EXIT&EMERGENCY LIGHTING TO HOT SIDE OF CIRCUIT. (2)2"CONDUIT WITH(3)#3/0 CU EACH r 17.ALL APPURTENANCES REQUIRED FOR A COMPLETE AND OPERATING SYSTEM ARE NOT SHOWN. -0R- EACH (1)3-1/2"CONDUIT WITH(3)#600 CU E CONTRACTOR TO PROVIDE ALL APPURTENANCES NECESSARY FOR A COMPLETE OPERATING SYSTEM. CONCRETE ENCASE FOR POWER A CONTRACTOR TO CONTACT ENGINEER IN WRITING PRIOR TO BIDDING,FOR CLARIFICATION DISCREPANCIES OR OMISSIONS IN DESIGN DOCUMENTS. CAN (1)1"CONDUIT WITH 18.ALL 125-VOLT RECEPTACLES WITHIN DWELLING UNITS BELOW 5.5 FEET AFF TO BE LISTED (1)RG-C CABLE TAMPER-RESISTANT RECEPTACLES,EXCLUDING WALL SWITCH CONTROLLED RECEPTACLES,DEDICATED #2 CU GROUND(IF#3/0 SERVICE) APPLIANCE RECEPTACLES,AND RECEPTACLES LOCATED WITHIN CABINETS. -OR#Xo - CU GROUND(IF#600 SERVICE) 19.AFIELD-APPLIED LABEL INDICATING MAXIMUM AVAILABLE SHORT-CIRCUIT CURRENT ALONG WITH TEL = TO BUILDING METAL WATER PIPE DATE OF EQUIPMENT INSTALLATION IS TO BE PROVIDED ON MASTER METER BASE AND DISCONNECT (1)1"CONDUIT WITH #6 CU GROUND TO SECTION/S.FACTORY-APPLIED LABELING TO INCLUDE MANUFACTURER RATING WITH ELECTRICAL (2)CAT5E CABLE 3/4"x8'GROUND ROD CHARACTERISTICS. 20.PANELBOARDS INSTALLED IN HIGH-LEG SYSTEMS TO BE MARKED ACCORDINGLY.PANELBOARDS INSTALLED AS PART OF UNDERGROUND SYSTEM TO BE MARKED ACCORDINGLY. 2 TELE-COM SERVICE DIAGRAM 1 ELECTRICAL POWER DISTRIBUTION DIAGRAM 21.AFCI PROTECTED CIRCUIT BRANCHES MAY UTILIZE AN AFCI TYPE RECEPTACLE IN A METAL BOX AS E-O NO SCALE E-0 NO SCALE FIRST RECEPTACLE ON THE PROTECTED BRANCH IN LIEU OF AN AFCI CIRCUIT BREAKER PROVIDED THAT RMC,IMC,EMT,MC,OR AC STEEL ARMORED CABLE BE USED IN THE HOME RUN FROM THE FIRST RECEPTACLE(AFCI TYPE)TO THE PANELBOARD. 22.ALL WEATHER-PROOF(WP)RECEPTACLES TO BE AN ENCLOSURE THAT IS WEATHER-PROOF WHEN ATTACHMENT PLUG IS INSERTED. 23.PROVIDE FIRE STOPPING AT ALL FIRE RATED ASSEMBLY PENETRATIONS.SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES. E ZZM E$ I I W ........................................................... owu ............................................................ I ag a W C t 0 rOp ................................................................... ~ C o m ................................. V = JE m I I U �z (_•... � I I I ne 0 I I I I U ............................................... ...................................4y I I I I I I hl.�q a I I .Yy. ar k I I y I , I I I TV I 1 I I I FINISHED z I BASEMENT 0 I H I / I , W TEL / I / i I / a I I I I I CL N oge I \ , 0 N MAKE-UP AIR MP-TEL ....".............. O /cof CONTROL PANEL r- J OS CO r� V- MP-CAT BA ....... TH / �' ' II� aEP /-- I 1.................... UNFINISHED / �.... I z ' UTILITY .....1 I O_~ LQu SE W�f c 1 i� U co F— ........................................................ _ :.,.... I..... 1 N 0 I................................................................................................................... / I I I I I I I 1 ..............y . 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(:-•• I I ..................................... .......................................... r— ......................................................... 1 UNIT"A"BASEMENT PLAN E-1 SCALE:1/4"=1'-0" .................................. /CU Z z W C` •-� II W V , Q •-Was~ o .............................................................................:� .......................... O W U of su per_ Po tc� ��V !I................................................................ (S m .................................................................... ^Z �._./ ......... 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'tt'....... ....;..---........_........................... / \ BATH .................... ��, �.................... �.�•-�� c 1�t.�..................c, \ ` '49f" LJ / TV—_ DINING n EF Q i ROOM J \_ •'t, .......................... ..`......�\i Tv KI MASTER \ \ BEDROOM z TEL \ ' IN THE ATTIC ABOVE I+ rn \ OPTIONAL FIREPLACE ::::: "' I�'` > 40( /`�'n /'`J OPTIONAL GARBAGE LOCATED IN THE ATTIC HEF /i \II� uu TEL Lu I e GFP \ / / DISPOSAL i / 0) 1 / LIVING FP SF WALK-IN N 11 I i I, o i Z GD' ROOM -7: L CL Q CY KI�CHEN ; O \ Nut` 110 N oao o \OPTIONAL DEN -/ CN fiKI `\ / .......• \ / OPTIONAL � _ H REF \ ------ \ / ..................... LAUNDRY I it DEN O \ / O EF GFP v / Z ............... ` / .................. OPTIONAL / 1' / ..............:.... / V f ELECT.DRYER / :�:I�..t! CL GFP ` ,I! uj C r I , 'l CL. fl-T.. HALL _— O to ................. PANTRY %\ \ __ —— o6 .. °O LINEN \ a W o BATH I \ I U � Q H MUOROOM FURN�I E EF ::t / / 1 ...............f::::::::r:::;:c:i i / .................. Q�... / BATH 1 L.......DowN... Dp`... _.� T I '. .. ................ ........ j......................... OWN"... .'... C 1 O I,....................... ......................... .... •WALK-IN' �I,r. :. � ......................... OL.....�.�::.I�... / :.............:.....:........ Z - -0 V ......................... / I \ ............. // ,........WAtK—IN 1 1 I .................... -+ f 1 % CL _.... ......................... : 'i r-'% :l •�` ......................... .................... O \ 1 0 / 1 I........................... \ cc SWITCH TO CONTROL ^, O1 1........................... IC VJ ®GDO �......................... i `v O \ LIGHTS IN ATTIC ` N / \ ---- / ----- TEL / \ \ GARAGE TEL ................................._...... /_ -........ \\ C / FOYER BEDROOM#2 BEDROOM#3 Z N CN / TV TV i Olj b .....l�.......... .............:--............................. ......................... .....:.::M:......., ►... .. ........... A ............... .... ......... ....... .......... .� Y :�» »K 2 UNIT"A"SECOND FLOOR PLAN 1 UNIT"A"FIRST FLOOR PLAN E-2 SCALE:1/4"=1'-0" E-2 SCALE:1/4"=1'-0" PLUMBING LEGEND GAS TIGHT BASIN COVER VENT PLUMBING FIXTURE SCHEDULE - SYMBOL ABBR DESCRIPTION ,% y; _"DISCHARGE PIPE TRIM CONNECTIONS --- s S or W SOIL or WASTE PIPING INLET SYMBOL DESCRIPTION MANUFACTURER MODEL# SOIL/ COLD HOT REMARKS s S or W SOIL or WASTE PIPING(BURIED or BELOW SLAB) ; _ „ MANUFACTURER MODEL WASTE VENT WATER WATER --------- V VENT PIPING �r� / VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, V VENT PIPING(BURIED 0►BELOW SLAB) HIGH WATER ALARM �:®® PUMP MOTOR P-1 WATER CLOSET KOHLER K-3551-0 - - 3" 2" �" - LONGATED BOWL,TANK TYPE,KOHLER K-4636 -==_s SEAT,SEE ARCHITECTURAL ELEVATIONS& FLOAT SWITCH `PLAN PLANS FOR TRIP LEVER LOCATION _LW LW LAUNDRY WASTE PIPING z z a m E VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, N r, 'a 0 ----LV---- LV LAUNDRY VENT PIPING P-IA WATER CLOSET KOHLER K-3998-0 - - 311 211 _ ELONGATED BOWL,TANK TYPE,KOHLER K-4636 c W u a' m iw 1W INDIRECT WASTE PIPING SEAT,SEE ARCHITECTURAL ELEVATIONS& c W c t o PLANS FOR TRIP LEVER LOCATION !;CL m u x m iw cWW CLEAR WATER WASTE PIPING WHITE VITREOUS CHINA W/OVERFLOW CHAMBER VENT TO BUILDING SANITARY P-2 LAVATORY KOHLER K-2210-0 KOHLER K-10273-4-CP 2" 211 Z TP TP TRAP PRIMER PIPING a SYSTEM SEE FLOOR PLANS POLISHED CHROME FAUCET W/POP-UP DRAIN. G G NATURAL GAS PIPING GATE VALVE P-2A LAVATORY KOHLER K-2359-8-0 KOHLER K-11076-4-CP 2 2 WHITE PEDESTAL W/OVERFLOW.POLISHED +�►.►� cw CW DOMESTIC COLD WATER PIPING 1 CHECK VALVE ' f- CHROME FAUCET W/POP-UP DRAIN. {�Q w HW HW DOMESTIC HOT WATER PIPING '' �� WHITE,VITREOUS CHINA W/OVERFLOW,CHROME n �: I*k -�ocw NDCW NON DOMESTIC COLD WATER PIPING P-2B LAVATORY KOHLER K-2210-0 KOHLER K-11076-4-CP 2" 2" FAUCET W/POP-UP DRAIN. ' �4 Q� BALL VALVE STEEL COVER 06 f- FLOOR SLAB UNDERMOUNT,STAINLESS STEEL SINGLE BOWL, NATURAL GAS VALVE ••• •• 291f2"x 15 34"x 7 8§"DEPTH,PROVIDE GE 14 BALL AND DRAIN VALVE P_3 KITCHEN KOHLER K-3183 KOHLER K-10433-VS 2" 2" �� „ GFC325V 3 A"HP,120V,1 PHASE,60 HZ DISPOSER, INLET ~ DRAIN VALVE HIGH WATER ALARM SINK K-8813 CONTINUOUS FEED WITH DISHWASHER DRAIN RPBP REDUCED PRESSURE BACKFLOW Y1 PUMP#2 ON CONNECTION,SINGLE HANDLE KITCHEN FAUCET PREVENTER w/VALVES Y2 PUMP#1 ON W/PULL DOWN HANDSPRAY P-4 ICE MAKER BOX SIOUX CHIEF OXBOX A TURN BRASS BALL VALVE,LOCATED BEHIND db os&Y OS&Y GATE VALVE Y3 696-G1000MF ��,, REFRIGERATOR,WHITE FINISH FLOAT VALVES /L" �+ VIV VALVE IN VERTICAL (TYPICAL)Y1=3" SHEET METAL SAFE WASTE PAN 2"UPTURNED Z O 25 rMV THERMOSTATIC MIXING VALVE Y2=3" 12" WASHING OXBOX ONE EDGE.SEE APPLIANCE SPECIFICATIONS FOR H TRAP PRIMER Y3= 2" 2 - P-5 MACHINE VALVE SIOUX CHIEF 696-2413BF " �" �� AN SIZES)REQUIRED.DOUBLE HOSE BIBB &DRAIN BOX OUTLET CONNECTION ACCESS BOX W/2"DRAIN °C STRAINER PUMPS OFF SECTION VIEW CONNECTION&WATER HAMMER ARRESTORS. BWV BACK WATER VALVE K-TS 10274-4- BATH W/INTEGRAL APRON,60"x 32"x 20".LEFT& K-1150-0-RA RIGHT DRAIN OPTION.FACE PLATE W/HANDLE, � FLOOR DRAIN 1 SEWAGE EJECTOR PUMP DETAIL P-6 TUB KOHLER K-1150-0-LA KOHLER CID 2" 2" 112" X2" BATH SPOUT SHOWER ARM W/FLANGE AND w �3o OED OPEN END DRAIN P-O NO SCALE K-304-KS-NA O J O PITE HOWERHEAD.NOTE:PROVIDE PIT EXTENSION RING(+/-8")AS TEMP SHOWER VALVE TRIM W/HANDLE, Z Q CV co w METER w/VALVES REQUIRED FOR POSITIVE INLET PIPE SLOPE. P-6A SHOWER - - KOHLER K-TS11076-4 2„ 2" X2" hn SHOWER ARM W/FLANGE AND SHOWERHEAD. Q Q N PIPE UNION E-CP I FLOOR DRAIN,SEE SCHEDULE. } W� 7 PIPE CAP OR PLUG P-7 SLOP SINK FIAT FLA KOHLER K-15270-4-CP 2" 2" 1 '� Z THERMOMETER f2 /Z UTILITY SINK FAUCET W/LEVER HANDLES (' --� PIPE CONTINUATION LU Q UJ VACUUM RELIEF VALVE J w Z -0 PIPE UP THROUGH SLAB ABOVE HW so� FD-A FLOOR DRAIN JR SMITH 2108Y-A - - 2" 2" _ _ 0 0 c BLADDER TYPE UNDRY ROOM UNDER WASHER J PIPE DOWN THROUGH FLOOR SHOWN EXPANSION TANK HOT WATER TO SYSTEM Z Z=) Z C3 SUPPORTED FROM 1`m c I PIPE RISE/DROP STRUCTURE FD-B FLOOR DRAIN JR SMITH 2O05 - - 2 2 - - SHOWERS U=)= W BUILDING „ OC W&T WASTE AND TRAP �- co CLEANOUT _ _ - JU u COLD WATER AD AREA DRAIN JR SMITH 2142-U 2" 2" AREAWAY �0-N h ,CAST IRON STRAINER,VANDAL $ -�6 FCO/GCO FLUSH FLOOR/GRADE CLEANOUT INLET PROOF SCREWS 1 cw W&V WASTE&VENT PIPING WH WALL HYDRANT JR SMITH 5609QT PB �r4" 1/4 TURN,POLISHED BRONZE,FREEZE PROOF UNION(TYP.)�— — - - - - -WBWV WASTE&WET VENT WITH INTEGRAL VACUUM BREAKER 20 GALLON 240v ELECTRIC HOT WATER HEATER VTT R VENT THRU ROOF PRESSURE 8 TEMP. HEATER BOW VENT HWH-1 HOT WATER AMERICAN VSCE32119R - - - - 1" 1" 4.5kw NON-SIMULTANEOUS DUAL ELEMENT Z � RELIEF VALVE PROVIDE WITH EXPANSION TANK,SEE DETAIL VIF VERIFY IN FIELD FULL SIZE DRIP PIPE TO ELECTRIC WITHIN 6"OF FLOOR HOT O 0 NTS NOT TO SCALE WATER 120 GAL HEATER I1` CFH CUBIC FOOT PER HOUR c DRAIN VALVE SF SQUARE FOOT � L.O.W. LIMIT OF WORK Q U.N.O. UNLESS NOTED OTHERWISE FLOOR -6"AFF V$C VALVE 8 CAP W FM FORCE MAIN (INV.XX'-X") INVERT ELEVATION 2 ELECTRIC HOT WATER HEATER INSTALLATION DETAIL Z J N P-0 NO SCALE N cn O GENERAL PLUMBING NOTES: E 1.ALL WORK SHALL COMPLY WITH INTERNATIONAL RESIDENTIAL CODE(IRC 2015)AND ALL APPLICABLE •� LOCAL CODES AND/OR AMENDMENTS. co 2.INSTALL ALL SHOCK ABSORBERS IN ACCORDANCE WITH THE LATEST"PLUMBING AND DRAINAGE _ ________ GAS PIPING TO UNIT c INSTITUTE"STANDARDS FOR WATER HAMMER ARRESTORS. Cl BY PLUMBER 3.LOCATE ACCESS PANELS IN NON ACCESSIBLE CEILINGS AND WALLS FOR ALL VALVES,SHOCK I I -------� I I GAS PIPING TO UNIT ABSORBERS,CLEANOUTS AND ALL OTHER ITEMS THAT REQUIRE ACCESS TO PROPERLY MAINTAIN OR A BY PLUMBER SERVICE THE BUILDING. I I I I 4.ALL SUPPLY PIPING GREATER THEN 3/4"SHALL BE CPVC TYPE.ALL SUPPLY PIPING 3/4"AND SMALLER SHALL BE CPVC OR PEX. I I� 5.ALL PIPING LEAVING BUILDING TO BE A MINIMUM OF 3'-0"BELOW GRADE. UNIT Cl LEFT I UNIT A UNIT Cl RIGHT :-0---*—GAS METER BANK 6.ALL SANITARY PIPING W OR LARGER TO SLOPE AT 1/8"PER FOOT MINIMUM,PIPING SMALLER TO SLOPE I I, ,I I PIPING FROM METER AT 1/4"PER FOOT MINIMUM UNLESS OTHERWISE NOTED. TO EACH UNIT BY � 'I I� � 7.ALL SANITARY PIPING TO RUN BELOW FLOOR,ALL VENT PIPING TO RUN ABOVE CEILING UNLESS PLUMBING CONTRACTOR I ( I I OTHERWISE NOTED. 8.ALL PIPE PENETRATIONS THROUGH FIRE RATED ASSEMBLIES TO HAVE FIRE RATED SLEEVE AND ( I I PACKAGING.SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES. 9.MINIMUM INVERT FOR SANITARY STACKS BELOW FIRST FLOOR TO BE 1'-6"UNLESS OTHERWISE NOTED. 10.PROVIDE ACCESSIBLE CLEANOUTS AT THE BASE OF ALL SANITARY STACKS,PROVIDE ACCESS PANELS WHERE NECESSARY. 11.PROVIDE 1"GLASS FIBER INSULATION FOR ALL HOT WATER PIPING. 3 GAS SITE PLAN-Cl RIGHT 12.CONTRACTOR TO CLEARLY LABEL PEX MANIFOLD OUTLET PORTS FOR EACH RESPECTIVE LOCATION P-O NO SCALE BEING SERVICED. ...................................................................... m y 2 C U W U O .. .. <D W U Q OC �O .....................�--...._...._._..._........ G ....................._.........._................................ O C ......................................_.......... I p 4"AREAWAY DRAIN Q AD i m S Z U PIPE TO FOUNDATION �•f�• ' ^ 1 DRAINAGE SYSTEM _....._.............. ��_... ............................................... ............... :.�................. � 1 1... �._/1�••...// .. � K / blltlWA�,,` _................ ........................................ ...J 1IA-GAS ��OF HeEy'�r (220 CFH) w 1 ......... ............. .......... ..................... y' �� 'a"cw :.4..�. �YI�1�MwW�1 GAS DOWN TO BELOW GRADE G CW N Z Q 4" 11/4"GAS DROP 3/q^ 0 (220 CFH) (2)3' ————— ---T-, W Q ce (2)1/2"HW (2)1fYCW 2"V 4"RADON BELOW SLAB BY GC rn 2"W&T H (9)1 -HW !�"HW Z 120 GALLON ELECTRIC CW LLJ L N HOT WATER HEATER 2"V HWH-1 Gov--� � �' 3"S LL.I z 0 11�4"GAS D N 3"S f W (220 CFH) h"CW N .__I } Y4"G(80 CFH) ._� HW I� I 2"VS Q sn I - b p_IA ............ Y2"HW m O 1"HW f _y. 2"W&V �W 1; 1"CW �W�w 1T1111 h"cW o II 3"S F11111 (12)1/¢"CV1t•' m O 5 (2)2"Vit 4"RADON� TO PEX Z U- Q 3�4'G(80 CFH) FIW ,1 p_2 MANIFOLD 0 PJ .. HVAC UNIT 2• I O ;�`J _ COORDINATE PEX PIPING TO NOT a Lu .. CW F = 2-FM I 91! RUN OVER ELECTRICAL PANEL ON U .W.rTHIS WALL Q`HW PEX MANIFOL 1"HW VALVED DROP • ................. .................................. 1"CW VALVED DROP I SIMPLEX SEWAGE EJECTOR CW PEX MAINFOLD I SE � SEE DETAIL 3"S , 2"W 1 ' 3�4" 1 �f' Z ......................... I f !......................... O I I 1 �........................: N 1 CID 1 nl N - r- 1 w- 1 ......................................... Z N N II 1 O '- %4"cW 1j i ............................ ............................................................................... ........... .. _.... ...........................•........---•........ �.. . .............................. .................................•...................................... 1"CW DOMESTIC WATER SERVICE 1 i �•! r M UP TO ABOVE GRADE BY SITE CONTRACTORFt FP SERVICE , r (SHOWN FOR COORDINATION ONLY) 1"CW DOMESTIC WATER SERVICE 4• FP SERVICE Nk REFER TO CIVIL DRAWINGS i FOR CONTINUATION 1 UNIT"A"BASEMENT PLAN P-1 SCALE:1/4"=it-0" z z U+ E a (.J W u W ? O m ......................................................................._...`:\� ......._........................................ W u Q OC N > � .`....:.... :........... ......_.................................................................................._........ W Q W C m O ° ....................... ...... ..•••••...............•••..................................--•-•-••---••............................................................ _ ............::.:..........::........................--------::.::. 2 t p ........................................................ O ec ,3 u m Z U ............................... I I I ......_............... _.........._....................................................................._... OF N�ve .............................................................................. I NOTE: 2"V w.. »» .. ;:::::::::::::::.:»� ............................• r 41 z ON UNITS W/WALKOUT BASEMENT, f2"CW WALL HYDRANT SHALL BE LOCATED ON 3"S ( � 2"V LEVEL BELOW,3'-5'ABOVE GRADE. 2"V • " Q �2"CW WH �•� 32 CW ....._ P-1 �. ..................................................................................................................................................... ` 3"S X'HW e m` `.II.'» ._ K- , K ".._... ...................... 2"V c o_s • fl"cw • • 3"S � �4"CW h"HW tl P-6A L— %. -- `•FD-B 2"W$T "CW 2NV W 2"W �'.�l P-2B P-2B HW �"HW L � ll � IJ o(JC, 0 a z O I /a- 0 I IA .. .......fi..c�c............................................�_ I ......................................._ iju Hw I I ; Y2"H W j EW 2•V 1� i HW� I.. .. P-3 I o�'v i�i 2"BV ^I•I 2"W _• t " I /2"G(25 CFH) .__._..... 1"G(95 CFH) -' --'- ;I "HW I """" TO FIREPLACE O 2"HW TO DISHWASHER ; /2 CW :::::::::::::::::::::::::::::::::::::::::::::::::::.:::::::::::::::::�:_�.. �� \' U PIPE 2"W FROM I W to N DISHWASHER TO SINK 1.G �YCW h"CW too) Z O TAILPIECE 1 (95 CFH) ; I V4"G 2"W 2"W&V F7 N .............. tF P-4 (1SS�CFH) �2"HW 14-G(25 CFH) O h"HW I�: i1"G(60 CFH) G G I'` i F... �X"Cw-- _ cw ,, G3"S T s �I I I I 11/4"GAS(220 CFH) 2"LWBV—� •FDA P-7 I, i } � O � 2"LW (13)1/2"CW p_5 I fLL 3"G(40 CFH) •.:, _ ` - G(20 CFH) '�,,` i �,;��' :� Z LPL y2"G(20 CFH) (� _.......0 i_.. (9)Ih"HW 4"RADON O t„ l..., P- 2 ... ................................. 4"RADON _ ()2� 2 2"V LU • .. 2 2"V 13�"S () 2"W8T "p 0 ti,I 3Y"cW , 2.w P� • ,........., U J J 3'2"H W -+ _ .................... 2"V F-`•� .�. I cW �1 HW f2"CW ��• ,�'� .......................... 1�I ................... ' �2"CW 3"S •:� P-1A` P-2 �..... �2"CW 2"W&V )) ..... _.................... 2"W&V J ................... 4"G(40 CFH) .::......::::::::::::•t I� �(fJ U I" "HW ::`j�:I:j�.dl:::::::::::::::::::::::::::: ................. b —�2"HW �,,� U�f`� 3"S 2"W 2"W8V 2"Wr V I TYPICAL FOR 2 `•..'. ' ......................... O TYPICAL FOR 2 ._•_• f i 4"G(40 CFH) ............ `:,. \ ` 4�f(0 ..... ' .................... .............. :.f .... ......... 4 GE[�M = N Q � • ............................. Lo Z CV 0111 cw � � N DOMESTIC WATER METER Q r MINIMUM 12"AFF W/SHUTOFF VALVE START OF PLUMBING WORK DOMESTIC WATER SERVICE DOWN TO _......................._......................_... ................. r.................................................. � .. i.. M /4"CW WH I '""."."... ................. I 2 UNIT"A"SECOND FLOOR PLAN 1 UNIT"A"FIRST FLOOR PLAN P-2 SCALE:1/4"=1'-0" P-2 SCALE:1/4"=1'-0" J ZZW E°' mp W� �� O N Cl F N H C a 1 O W U a W Q W C o U = 1 I � � V .......................................................................................................................................................................................................................................... Z a .., I gRltAiry OF Ivgj, 21V �'- — ,►i� of a,per!14 �MINN�►N� N Z LQ LU \ I 2"V i � I I Z N j , Q CN 2"LV 4-RADON j I I 4"VTR----t \ — —— " �F fro RADON VTR -3"V PIPING RU ae\ I co ,? IN ATTIC SP E \ a W I \ J 2"V �I -- ---� \ U Q Q �2" to J U 0 0- H I Ab - O C*I Q Cie • -------------- O ~ c Lr) Z N N O '— ---------- ................. E its I L'1. co I I I 1 UNIT"A"ROOF PLAN P-3 SCALE:1/411=1'-0" for Lr GALE rAUE trtnl Ia1Rs IJOIt, My a'UNK011111110 arow KIN F1 V PM NT 914 � O F1td1ltC 16•t! !0 is in + nr + Jr•� 1_ UH No MUM A"-23,2s 7;" 1 3 PRIMROSE LANE UNIT A � '� - -�_L10.1,*A1@11WE f b �,)0.12 IM .IA CLUS0 r-15,11,1waff RYE BROOK9 N Y• WATER SUPPLY - Gr Ns E ` n CLUM r-9.11,13 am -3,5.7 VIM STATIC PSI. 50 PSI �''1�41ps !" 170 , i NCLUB L-2.4'6' RESID PSI: 40 PSI ==�'.,t ��1fr+!D' } } }+11 t 1 c�Z*' ,� CLUSU•o.-Z4,6 a� +ro 1ro� ', V 1� i to.t Im I an CLusiER'a-10,IZ14i& FLOW: 1050 GPM Ie� , �121 aus>fR'R'-3,5,1 ROOT : t 119+t4i� l+•' CLUSTER'S-10MIM. 1 1 I .� /� ausr�'�-9.11,13 nit 4 t7 Itt,.. ,__1 R i Ito, 1 � \, !Cy 4L!!S�'1'�-21,23,25t!laif LANE +15 .� �C � JCLUSTER Y I.--•--•-----_-.._.:_"..._... .----- •----- .._ .__.- +to 1 , r- -15,17,19+ LANE }. Itb `'\\.1\ , IE1'f1E Ff10AAYf _ I ll a'IalaBrr�ol�n tenet J v-jht�� '`9,z Iv 9„ CLUM cc-9,3.5.7'p�lU1NE it . .. �I �.••.\\ . . WOODSCREWa,Bx1,rr I I{ I I j ° ) 9 ��;�s�` •-��,fi' f �Z, t �sl CLUSU;u•-kl%12"K I ,\♦I ,' +s f�\ ��.. 1 CLUSTER'KK'-11,135MIRK \j f \\ I I p ✓cam !z / ,��1.' �� rulx 21,]IX E CLUSH _ NFPA-13D GENERAL NOTES , ��- \\\I \ i 111bLDCmoMIIlSalt M 1L MI6 >,r7 s��ha+r 7,9,1kt1�' ;I AS TAE or 1 1011S JYIY � �,,,; ��' ��j _ D. .Hi.APPROVAL REQUIRED FOR \ i ASTHE or LIE tIJbIBED IIiRS s„ � �i +I� �4 11s ASTER -Z4,6 SOL- Ill �� 1s 1Q SYSTEM DESIGN-RESIDENTIAL AREAS(WET SYSTEM) �'�\ `,: ;j t wPE \\\� p j, ,v Its npo ��. i�� 1,3 AW1 %"KIER SYSTEM IS A HYDRAUUCALLY CALCULAIED NET SYSTEM `�I \ a 909\ le^' �� '� CLUM - , PIPING HAS BEEN 92ID USING A LIGHT HAZARD DENSITY OF OS GPM OVER MOST REMOTE 4 SPRINKLERS OFFSET HANGER ; \' { i ��_ \\� n 19 (7 \ !��III B KFLOW PR E1/ENTION DEVIC ' f / 1 CWSfER i1AA' I \\ / a 4•. 19 IN A COMPARTMENT USING RESIDENTIAL SPRINWER HEADS. OFFSET HANGER / \ 910'' t�k /fj MAXIMUM SPRINXLER HEAD SPACING-324 nk WOOD TRUSS OR BEAM \\ i' i I wood SCREW 110,11111111 ^''� 1��,�r�-` .SIT i sYstoA DESIGN PER N.F.P.a p30(2oto EDITION) ;' -�' i j WOOD TRUSS OR BEAM \ �� wN �i � J \�c�13 110 wN �� \ ttttatLs ts'tIMtEA6R0lD O PIPE MATERIALS tr�'_.. _� - �....."---::._:-_ _� �'p ALL PIPE AIID FlrnNGS ARE eLAmIASIER CPvc OFFSET HANGER DETAIL HALF STRAP HANGER DETAIL Q3 CONTRACT INFORMATION Atr-e% ors 1 I +' 12 WORK UDDER THIS CONTRACT CONSISTS OF THE FOLLDNING. { DESIGN AND INSTALL A WORKING SPRINICFR SYSTEM PER N.F.o,a-13D 2MD EDITION -DRAFT STOPPING SHALL BED BY THE OWNER NTH,H, I.B.G.2003 EDITION. -�:- ---- -- SITE PLAN � DWI PERMtT�-BATHROOMS LESS THAN 55 50.�.SHALL BE IN CDepi1ANC£KITH THE REOUIf�MEN75 OF NFPA-13D I I � -- _ _ __ ____.j,. �`4--- - - I- tC IWI(Bf�I -�nrc IC sAIE 1lwlYE .� ALL BATHROOMS ARE NONCOMBUSTIBLE SHEET ROCK 97H A 3D M.THERMAL BARRIER. IN JI -- � / - -r _ N.T.S. -CLOSETS LESS THAN 24 SD.FT.SHALL BE COIAJIIANCE NeTIi THE REQUIREMENTS f? CQO 74TS OF NFPA-13D ✓ -- --- ---•_� '/ � �� MMI S�iL# CLOSETS E CONSTtwCM OF Na COMBUSTIBLE SHEET ROCK NI7H A 30 MIN.THERMAL BARRIER - - r - - - -- - AR �i0o, /s r� -ATTICS ARE NOT USED FOR STORAGE AND DO NOT Cq(TAM ANY FUEL FIRED EQUIPMENT _ -- - j- / _ Y. 0-1 RI D% AUG 1 .1 7(12&- - i iir. r - `� TE APP Z" ITT _� I( NOTES TO THE OWNER I, r- -- - - - - - ! PER NFPA _ -/ __ I/ I 134SEMENT t' 7 ��i _ _ _/ / L ILDIi�G Ih� EC illage of 6.9'MAINTENANCE ;/ ._---- -- - {; I�- - 8'-0' I � � �j',/ - -- - ' 6.9.1 THE OWNER SHALL BE RESPONSIBLE FOR THE CONDITION OF A SPRINKLER SYSTEM f I __ - _ 1 , i _ / - _V Z - ,00 ✓,_�,L! AND SHALL KEEP THE SYSTEM IN NORMAL OPERATING CONDITION. / $ .i I.v� I ' ;; ✓ _ 6.9.2 SPRINKLER SYSTEMS SHALL BE INSPECTED TESTED,AND MAINTAINED IN ACCORDANCE I✓/ir -- - _ t• I I I' __ ' _ /_ _ /, WITH NFPA 25,STANDARD FOR THE INSPECTION,TESTING,AND MAINTENANCE OF i i - �' i I i 1+ / °b- WATER-BASED FIRE PROTECTION SYSTEMS. I ,: i! - A.6.9 THE RESPONSIBILITY FOR PROPERLY MAINTAINING A SPRINKLER SYSTEM IS THAT OF THE r / - , ;y I i 1 I 12 11 f 1. OWNER OR MANAGER,WHO SHOULD UNDERSTAND THE SPRINKLER SYSTEM OPERATION. � 1y � '�, �_� _ ,•- �__1 :� _�� - _ � l-..j I FOR FURTHER INFORMATION,SEE NFPA 25,STANDARD FOR THE INSPECTION,TESTING,AND MAINTENANCE L v;_ B 1 - t l I j ✓ I t OF WATER43ASED FIRE PROTECTION SYSTEMS. - - - _ }� ADDITIONALLY �f I .sl '. I �, IP T►R 1_ 4i'� - - = 1)YOU MUST MAINTAIN SUFFICIENT HEAT THROUGHOUT THE PREMISES TO �I , 1 I j I PREVENT THE WET SYSTEM FROM FREEZING ! { _: -__ _ - 2)YOU SHALL INFORM TENANTS OF PROPER CARE NECESSARY TO MAINTAIN ^' I I' c -i THE SYSTEM. - I� ' E� 3)IF THE CONSTRUCTION OR OCCUPANCY IS ALTERED IN ANY WAY, Y WILL T P Y. THE SYSTEM LL HAVE O BE UPDATED ACCORDINGLY. - y! LL �e-o'' _ BATH I `\� CL I a _ ✓ // ^. I `9 _ ;ELtC i !j: ^r. rr ttf YEM ItDOD'728'SDtE1FD SITIBBAL Kw IW 0"A 11119M IIOFER 5I11C8 r•, - - - � IUNFl�HICD IPA �U - -- //;• - - �, .4 TIP VOW Lom'247'W=Dote mE MUIR RW WOW ON �-� -�!..�--.�_�,.-. __-�_--_,/////__ _ - i u � � I . NrL ,, W K TYPE RD1 W-OL UD GWM d I•TLStMU UK UTILITY b I IO/� ' .t-2' '' I' - __- -�.- }'`�/- ='. •. -_- ✓ C z-o ----T�i ~,,• , ;�- -;;/ i,` I I I - r za son� •s1111.1 oot►a meat in 4-2 II , I sOM)t1uTItTaLr lalvts ILIU°orolersqsmwag 2'CONTROL VALVE AND ALL UNDERGROUND PIPING I I I I I. CLIS BY OTHERS. MACK FIRE PROTECTION'S CONTRACT ' / r _ i/^ I i S-0•i�� jI I _ - I I; UI it J EA r 9 I I JAN 10- 2020 BEGINS AT 2 FIRE SERVICE WATER LINE LEFT INSIDE ` r + ' 'tloum t14�c It>Ez?oa ANY ; THE BASEMENT. - - - I/ zur saaE®artTDaur 1Attss twu tatsln A nttteuul wem sets NCIMAIC M01112''W S�90UM AW IN O°IM A MrAt VIM SMItH 1' - STAIR d ' DP YCTM MM'14r WWI OW ME MOM RISER WNW IaH 1.11' ';•- i '� I oEBfVA FK MW 90 LK uP S} - - -- WE TIFE RON NICK UO PRESSII'E MR d I•IEST/Nal tsal ��, I w E�- 2'Ie _ m ,/ No W=DUSK(W dnE!>S) — y — , �; ; I � _ VILLAGE OF RYE BROOK •�, - -- -- soe s10 r7 r ' C90�4 6� UNEXCAVATED 51 B� j BUILDING DEPARTMEN T LAE ON GRACE ?; i• ; ��o ' I i i I G-t,C B-r t7 I I i i.:- Sam- IJf Our To s>P�r S�I■asa 1' - w VCM Moos"24r 9=t1RB9[l411�A tKItR1N veuER slllra _ ' � �I• � o �• � ur ncuu,c Mom�4r am°IE Boy r�rm1+■Mat°�nr 111E TFE RDr sxtD,,Ism RIESSIN'I:ME�l1E 2'RE SatVITE 1fA1ER EmPLr lK / `-• , I , , , of NcrW MMEL 347*ffM OM 20E OMIROL RSTu MINIM t1n: � --- � IME TriF ADM SQ18K INIBi IM1E G1KE d 1'iESI/DW°I 1tIlVE -/ - �/ (! uol V /�__ � � r I I •�' � I I I of 1xrW IIOtEL'rla'MM EVIElm 1 i A Twu ooMun A Mk Will SEta r,of yam MM y a+o a oaNatnRc tIt>BREI 'v 6 / r I I UNEs ae oVr.ATED -- - 1 / ---------- I ✓ , GRADE I l: L L V, o - , r-r' z z Z BASEMENT FLOOR I i ELEV.=Y-O" ` UNIT"C2" UNIT'A" UNIT'IC>" f V' FLOOR ELEVATIONS Z • �i BASEMENT TO FIRST FLR.=9'-6° BASEMENT FL OOR FIRE SPRINKLER SYSTEM RISER DETAIL FIRST FLR.TO SECOND FLR.=10'-2n FIRE PROTECT/ON PLAN N.Ts SCALE.•1/4"=IV" 1 All pipe locations are to be field measured prior to fabrication Whether or not indicated on the drawings,the following items are to be provided. SYMBOL LEGEND SPRINKLER HEAD LEGEND SYMBOL DRAWING TITLE:BASEMENT FLOOR FIRE PROTECTION PLAN JOB INFORMATION and installation by the sprinkler contractor -Head Cabinet,spare heads and head wrench per NFPA 13 DESCRIPTION SYMBOL DESCRIPTION PROJECT:KINGFIELD DEVELOPMENT MYOtAUI WB8CEFOM 4i RfiJABE'PlTA9ll'�SDDIIYLCONCF/QIDPBOBIiSPRNQHt1Q IFt,K�9,®1�DFG7�SKlRAI2S6 REVISIONS: DATE: 2 All dimensions shown are:end to end -Provisions for flushing connections and draining of all pipe ADDRESS:INTERNATIONAL DRIVE G••r] ELEYATIpiABOVE aP DRO CONTRACT#:0000 GENERAL REVISION 7/26/l7 CITY:RYE BROOK STATE:NY ZIP:10573 3 High temperature heads are to be field installed where required. -Inspectors test connection shall be provided for each system t•+7 EtEYATpMAeaEtNsl®RDOR �,s rELusE.cs,S�avcKREs�Etaw�tEUIDpeoBD>t�Bs,vrtpr K�s.S,@tooaEa�E,SKtItAt4Is 4.All pipes and hangers are to be installed per NFPA 13. -Hydraulic identification plates&NFPA 13 required signs GENERAL REVISION 6/1 B/19 CLIENT:THE WARJAM GROUP PHONE:(914)761.250 COPY �) ELEVATION OF TOP OFME CONSTRUCTION:WOOD O 5 Gridded wet systems shall provide a relief valve per NFPA 13. LTD. � � � ■ 6 All new piping is to be hydrostatically tested at not less than 200psi It is the building owners responsibility to provide adequate heat for all areas in the ® CE4ttGH'�fiNT REUAILETIKSLL'RFsoe�rutxt>RMALSMWAL w■¢Ea t?WT.W4,@'75DEc�3kiMMI ADDRESS:5 INTERNATIONAL DRIVE-SUITE 114 _ for 2 hours,or at 50 si in excess of the maximum pressure, building protected b a wet f �ER6BMTE KqW OCCUPANCY:NFPA 13D 15 INDUSTRIAL PARK PLACE,MIDDLETr b457 r� p p g p y type sprinkler system and for all water filled supply pipe,valves CITY:RYE BROOK STATE:NY ZIP:I 0573 when the maximum pressure to be maintained is in excess of 150psi and system risers to dry type systems -C�/-0- Pff114%UP d' 181ABE1:IRts MICKRESMKo=M ALSWULLSMMKtTWT,K:ik@ GDMGFH•SKIPAUX SYSTEM TYPE:WET 7 A quick opening device is required when d system volume exceeds Air pressure shall be maintained on all d -•o-l-e- r��OOAtt P:860.632-8053 F:860�4 a q pe g Q dry y p dry type systems by an approved automatic air GATE:03/27/2017 FIRE SPRINKLER CONTRACTOR CONTACT 500 gallons per NFPA 13. compressor or plant air system specifically approved for and capable of automatically PIEFMI�RE WWW.MACKFIRE.G 8 NFPA 13D apply as required maintaining the required air pressure 0 ]PPEGROOYEDCOIPIfIGS1IRTNGS PORT CHESTER DESIGNER:CHRIS JUDO PHONE:(860)398.502 © o, RPEWMAMUlESIIKGTAa TOTAL THIsSHC[T:• TOTAL THIS JOB:• AHJ:FIRE MARSHAL E-MAIL*CHRIS@MACKFIRE.COM LICENSES: CT:F1-40291 MA:SC•121049=0347 U. KIN F1 V RM NT 13 PRIMROSE LANE - UNIT A RYE BRODK9 NYE COMPOSITE G DECKING t I WD DECK OR �S /—n,✓ ✓�✓✓J✓✓✓i BLUESTONE I P V PAVER 1' I ROOF ABOVE u �I ✓ o DINING O IU / . ( ROOM w 1 C I 1 QT Igre� a i� , o f ;9 w } �• ♦ ; J I T T7 l ,' i✓ _ I s• ; 000a II ✓ / LIVING17-1 1 r I I �� ROOM C? j ✓: m _ ; r I J es 5 (• I 2 CONTROL VALVE AND ALL UNDERGROUND PPf ING 1 ` h 1' ; `-' ° q I. l• 1 IS BY OTHERS. KO FIRE PROTECTION'S CONTRACT 0 0 i. �� BEGINS AT 2'FIRE SERVICE WATER LINE LE'�T INSIDE DR HYAULIC DESIGN t { ✓ ` i { I - THE BASEMENT. IZ FUW FLOOR DWDVG ROOM { ✓ ; ' T I I h._+VC UP `�' j� B q• r F — -- —- - / f�I a HYDRAULIC DESIGN CRITERIA i y y r I o ;sill 1' Il t I r WOFO O FIE SM OUR 11E caw ✓ _ " I I; T I 9' 4' 1 AND 11110 AE BIS W FUIM(8P MGM Density .05 I ✓ r .9 ` 602 �TIE �1 -0' 1 I 2'CMM GIX IM WOM YAM 5»a Spacing VARIES ✓ 1 I I I 8a4 / I' ✓. 1 WIE TYI'E WER FLOC 00(BP MISS) K Factor 4•e ise. Hose Allowance - J ° -I Ipl , -t' I o• V r l 1_1 CL /s 1 -` �` , 7�uKRsaowas 0 u[tp This System is Designed to Discharge ,✓' I •/ f (� t'I I a•1 �, CL CL I ' ', ' ' r �M M EL at a Rate of .05 GPM per sq ft :' 1 of Floor Area Over a Remote Area of 1 i i ii ii ii ii /i✓ _ I 'PANTRY I , '-s 1 —--- T" �- i - 2 Sprinklers when Supplied with Water I /1 ) ° i I, 9'-0' I »< '-4 �� j �Jt at the Rote of 34.7 GPM at 42.2 PSI (C _ ,' �_ at the FP OMWI E NODE�' ,I ! I L \ y�• I I I t 11 I 1If0' ,, If" o 'MUDROOM'1 ABOVE UP To i SECQO Ra ) 1 1{ i/ t STAIR•Y i f I 1� I i �• 1 ' I - I I I 'I ! %�' '• r U11009M F E SOW wla UE 0011111 � AID No DE K%W RM(of OW i FOYER i I•;, - r ZUW MMEL VmamAeF'DM 08K MIF XMW 110 saE.T IMMY VW DIM mttla A aBeert um 9ataa ;I i! ►d'j' � / �. � • I __ III. � LNERMuD UR I!E IP BBB eat s• I I i 1 GARAGE ✓ ,I I I I/ r uMMlle FIE stir»Iw1a lYE tloE �f ' I I; A1a dlo TIE Bt�x1 rtooe a11ERs) TONE, ACffM NT lli11M HU N RC WIH oK0 atE mm CRUM ola Ron - — - - - l MZID� lust UNIT,A.. - - — — - - BE AIEA�OM AID BF W 00 ..2 .. ' -1 AND HEW ee RAmsa'E>;ar RIM 9W c ®RKm� C FREE FRN 111S.0 l SO 1W IEQ FF&nE RU I ' �1N/T r CWX VVE Iff Mk ww+sna a---, !JN/T••C1•• Sam ax"M M me=mma � , vxr Trlr WE Rol swa(er em m 13M ML ABM 11£Fit a 9>a1110 ! 1 r umoaoual;IaE sF W VM uE a BMW tJ3l16 M..H4��W ffm ' --- r.� M"M gum la'am) _ ~- 2'CONTROL VALVE AND ALL UNDERGROUND PIPPING IS BY OTHERS MAC(FlRE PROTECTION'S CONTRACT BEGINS AT 2'RRE SERYCE WATER LINE LEFF INSIDE r.It MX FMW THE BASEMENT. _ � Chew Bw mac �of NEW y,, ,�„ FIRST FLOOR FIRE y��..GENEp° - FIRE PRO TECTIONPLAN W r� 2 INS ULA TION DETAIL FOR ALL SPRINKLER SCALE,-114"c 1•-0" �� ?° off•` IN OR ADJACENT TO LINHEA TED SPACES Es9�O�P N.T.S. SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATJON 1.All pipe locations are to be field measured prior to fabrication Whether or not indicated on the drawings,the following items are to be provided: SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TITLE:FIRST FLOOR FIRE PROTECTION PLAN and installation by the sprinkler contractor Head Cabinet,spare heads and head wrench per NFPA 13 HrolswulCF�rr 7 IreIABIE RFG9tL,RESDBItuILCatEEAt®PeEBrfSRtER@,N�ts ffltaOEs�sire PROJECT:KINGFIELD DEVELOPMENT M 2.All dimensions shown are:end to end -Provisions for flushing connections and draining of all pipe REVISIONS: DATE: ADDRESS:INTERNATIONAL DRIVE pa a]3.High temperature heads are to be field installed where required. -Inspector's test connection shall be provided for each system BRA10BR&I TOP OFSTS1 CONTRACT#:0000 GENERAL REVISION 7/26/17 CITY:RYE BROOK STATE:NY ZIP:10573 4.All pipes and hangers are to be installed per NFPA 13. -Hydraulic identification plates&NFPA 13 required signs E"] SHATtar AWFIMSBUM 0' r1EUAetFr�sat auaeREsnngCar, lea�rsFler+aBtlrrlPr,e--s�,@2aooEarE SK8R1uI15 CM m-o) t�EVA71aVCFTOPOFST� CONSTRUCTION:WOOD GENERAL REVISION 6/18I19 CLIENT* WARJAM GROUP PHONE:19141 761-250 O 5.Gridded wet systems shall provide a relief valve per NFPA 13. LTD, 6.All new piping is to be hydrostatically tested at not less than 200 si It Is the building owners responsibility to provide adequate heat for all areas in the ® CEA11G •2 FIMMEF1RESLL'rtEsraetruuaMWALMEwxlSFl AJRUrNPT,YA.4,@175MII�,sFUKMI P P 9 Y Y P 9 P hr eq ADDRESS:S INTERNATIONAL DRIVE-SUITE 114 for 2 hours,or at 50 sl in excess of the maximum pressure, building protected b a wet t �' OXII't�GOMTEM x;� W.. — p p g p y type sprinkler system and for all water filled supply pipe,valves OCCUPANCY:NFPA 13D CITY:RYE BROOK STATE:NY ZIP:10573 1 S INDUSTRIAL PARK PLACE MIDDLETDWN CT 06457 N when the maximum pressure to be maintained Is In excess of 150psi. and system risers to dry type systems. -4/� PPEF�IP d' MIQETIFF6F umcltEs�tsEk=WALsmE OLLVMKKtr0l,Kca@ O sa#RAUB SYSTEM TYPE:WET ' ' 7.A quick opening device is required when dry system volume exceeds Air pressure shall be maintained on all dry type systems by an approved automatic air � DATE:03/27/2017 P:860.632-8053 F:860.632.8054 a FIRE SPRINKLER CONTRACTOR CONTACT 500 gallons per NFPA 13. compressor or plant air system specifically approved for and capable of automatically DESIGNER:CHRIS JUDD PHONE:18601 39B 502 WWW MAC KFI REX OM 8.NFPA 13D apply as required. maintaining the required air pressure. PPECRO01MCDYL11 GSeRTIM AHJ:PORT CHESTER © at FRIVIIIIAMLKLIU GTAM TorALTMIs SMem Torw THIs Jos:• FIRE MARSHAL E-MAIL:CHRIS@MACKFIRE.COM LICENSES: CT:F1-40291 MA:SC-120494 RI:000347 , m KI N F1 L V FM NT 1 :3 PRIMROSE LANE - UNIT A RYE BROOKS NY. HYDRAULIC DESIGN CALC AREA as SECOND FLOOR BEDROOM 02 HYDRAULIC DESIGN CRITERIA HYDRAULIC DESIGN CALC AREA N3 SECOND FLOOR Density .05 MASTER BEDROOM Spacing VARIES K Factor 4.4 HYDRAULIC DESIGN CRITERIA Hose Allowance - HYDRAULIC DESIGN Density •O5 CALC AREA a1 This System is Designed to Discharge Spacing VARIES SECONDFLOOR at a Rate of .05 GPM per sq ft FLAT ROOF BELOW KFactor 4.9 MASTER BEDROOM of Floor Area Over a Remote Area of Hose Allowance - HYDRAULIC DESIGN CRITERIA 2 Sprinklers when Supplied with Water J at the Rate of 322 GPM at 43.8 PSI ° ' This System is Designed to Discharge at the FP OUNARGE NODE'i• 00 at a Rate of .05 GPM per sq ft Density .05 of Floor Area Over a Remote Area of Spacing VARIES ol 2 Sprinklers when Supplied with Water K Factor 4AA09 ol at the Rate of 26.3 GPM at 36.3 PSI Hose Allowance - FLAT ROOF BELOW This System is Designed to Discharge =LAT ROOF BELOW at a Rate of .05 GPM per sq ft / i +i _ of Floor Area Over a Remote Area of L i 2 Sprinklers when Supplied with Wate• at the Rate of 28.1 GPM at 39.8 PSI I at the FP DBDv OE NODE T `7 1 -- C LINE OF WALL'�,, i I• 9ELOYd77 r iLo 1 i o �Se� S7 , t MASTER �_°' 4m eoo i BATH ' MASTER I HYDI AULIICCAD IGN 1z r 1 I BEDROOMCALC I I I sECOND FLOOR 18 06 I IiALLWAY y A SE HYDRAULIC DESIGN CRITERIA I i; r' �. I' ,I WALK-IN ,, �•� I� A E CL ` Density Spacing VARIES K Factor 4.9 I 1 � ''t ,•UPFstou 1►,E � 'y�\ DEN Hose Allowance - �� —� �• / This System is Designed to Discharge s, - _ HALL QPTIONAL Ys 9 9 I ( •.;^ s'-0• SKYLIGhfT I I t s at agate of GPM per sq ft ; ✓ r— of Floor Area Over a Remote Area of ; I I f / 2 Sprinklers when Supplied with Water f, t t !^ i at the Rate of 34.4 GPM at 46.1 PSI 00 at the FP MOM ME T I ;i! 16�� •� ! % R .. LAUNDRY II i /( I yY I l ° !_ I i I LINEN a� 10, STAIR . t -A L - - BATH '�-� '� Ii II�� - oo 1 9-V• IV � 1• I �� \\ ^ STANDAT?D t �`� SKYLIGHT, .fi 1 1• ( 1 i , ;;•.1 , rb t FLAT ROO:_ I oZlo o a i I ^' - i �I B.-LOW CL ! i— %/ I ' ,' (I BALK- ! i Y / ,• L , I � + j GLIB �L a-T I� 4 I, i r-,- i I•� / - f I, lo oo e s• I +�LINE of!� I, l I BEDROOM#2 BEDR OM#3 BELOW ol - ALL SIDEWALL SPRINKLERS ON THE SECOND FLOOR SHALL BE LOCATED AT 0'-7'BELOW THE COLING lo I' _. UNIT"C2" UN/T'A" UNIT"C1" SECOND FLOOR FIRE F/RE PROTECT/ON PLAN �PTE QWF SCALE.'1/4"=>',l!" }gLL n QJ 1.All pipe locations are to be field measured prior to fabrication Whether or not Indicated on the drawings,the following items are to be provided SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATION - — --- and installation by the sprinkler contractor. -Head Cabinet,spare heads and head wrench per NFPA 13 SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TITLE:SECOND FLOOR FIRE PROTECTION PLANRauatFlscrou'R�EIIIALt�i>XEAIf�PB+O@ITSPIilIraQ9t,1l1191�®tBl1E6R�S71.tIiAl2,6 PROJECT:KINGFIELD DEVELOPMENT M 2.All dimensions shown are:end to end Provisions for flushing connections and draining of all pipe REVISIONS: DATE: ADDRESS:INTERNATIONAL DRIVE C�••bJ EiEVATlpillElDwT�aPSTTff11 CONTRACTIg:DODD GENERAL REVISION ORM7/26/17 CITY:RYE BROOK STATE:NY ZIP:10573 3.High temperature heads are to be field installed where required. -Inspector's test connection shall be provided for each system tM1 EIRATEnABWErenOFSTEL 4 All pipes and hangers are to be installed per NFPA 13 -Hydraulic identification plates&NFPA 13 required signs Ralne>Feoua:r+F�olaEeala>uIDPBoartsPseanetta RPl•It•ss @lortt>it�srtfRts GENERAL REVISION 6/18119 CLIENT:THE WARJAM GROUP PHONE:1914)761 2500 I / LL 5.Gridded wet systems shall provide a relief valve per NFPA 13. (M �) SHATKNff1t1POFSTM CONSTRUCTION:WOOD LTD. O 6.All new piping is to be hydrostatically tested at not less than 200psi It is the building owners responsibility to provide adequate heat for all areas in the ® tlel[etFf,ItEStrl nuNDR¢arrkgOEwAtts•�pf�,araPr,Ica4A>ntlFp�s[+iq s, ADDRESS:S INTERNATIONAL DRIVE•SUITE 114 _ for 2 hours,or at 50psi,n excess of the maximum pressure, building protected by a wet type sprinkler system and for all water filled supply pipe valves OCCUPANCY:NFPA 13D CITY:RYE BROOK STATE:NY ZIP:10573 when the maximum pressure to be maintained is in excess of 150psi. and system risers to dry types stems —o-/-O- PPER LIP Q•, MALE'FV a'Q=FMM oa¢oRALXB%_sPRlRMWIVT,L-- @n0Et,'rKWSM14M 15 INDUSTRIAL PARK PLACE MIDDLt"�06457 M ySYSTEM TYPE:WET ' 7 A quick opening device,s required when dry system volume exceeds Air pressure shall be maintained on all dry type systems by an approved automatic air 'o-��' �� DATE:03/27/2017 FIRE SPRINKLER CONTRACTOR CONTACT P:860.632-8053 F.869=54 500 gallons per NFPA 13 compressor or plant air system specifically approved for and capable of automatically WWW.MACKFIRE.i� 8 NFPA 13D apply as required maintaining the required air pressure 0 ] PFE,;Aa wca5la+csARnwss PORT CHESTER DESIGNER:CHRIS JUDD PHONE,(860)398.502 lii;__Aj 001 1 PPEWMADIIIEWWTAGS TOTAL THISSH[ET:- TOTAL THIS Joe:• AHJ:FIRE MARSHAL E-MAIL:CHRIS@MACKFIRE.COM LICENSES: CT:F1-40291 MA:SC-121'X4300347 FIELDWORK COMPLETED: SEp tember 28, 2021 Underground structures, if any exist, are not shown FILED MAP REFERENCE., hereon, except as noted. The location of underground Subdivision Ma of "Kingfield" F.M. improvements or encroachments are not always known p g No. 29210 and often must be estimated. If underground filed August 30, 2018 Common Area 5 improvements, easements, or encroachments exist and DI C--4-lA 1 "NOT BUILDING LOTS" are neither visible during normal field survey operations Subject Lot: 77 nor described in instruments provided to this surveyor, Known as 13 Primrose Lane they may not be shown on this map and are not Town of Rye Tax ID: Section 129.25 Block 1 Lot 1.92 ,' S74.05'14"E certified. 28.83 This property may be affected by instruments which �► DI C--3-1A 1 CRW have not been provided to this surveyor. Users of this w/Fence map should verify title with their attorney or a qualified title examiner. Patio Patio Patio Legend CRW __^_... ._.__ _ ._. _ CRW Only copies from the original of this survey marked o w/Fence r O.H. , O.H. O.H. 1 w/Fence with the surve or's embossed seal are genuine, true ©- Sewer Cleano C W and correct y 9 ' _ u t . � w ct copies of the surveyors or�g�na/ work and CRW Concrete Retaining Wall .0 3 0 opinion. A copy of this document without a proper ® - Curb Stop Water Service c� �, p CV application of the surveyor's embossed seal should be ®- • Electric Box r assumed to be an unauthorized copy. ®- Electric Manhole 00 � 04 - G C � , 78 00 Gas valve 'Ir , cn c 76 A 0- Ligh t Pole .� � �' ` �c � �-� o- Telecommunication Box '� 0. a °� E Frame i rt VW �� ® Transformer Pad8- Water Valve n Building �• - I4ydran t OCT 12 2021 � � w � � abp C o o ILLAGE OF RYE BROOK ` �' � `t `f' °�? Area 2,vILDIf�G �E1='AR�' I�iEw- 476 5 . Ft. q U') U-) Z Open Porch W/Roof To date, no rtle Report or Abstract of rtle has been provided. This survey is subject to a current, up to Walk dote rt/e Report. Pavers Pavers Walk Pavers Walk Drive Drive Drive Property corner monuments were not placed as part of this survey. R=633.00' ® (Typ.) This map may not be used in connection with a Stone �� L-- 24.69' Curb I CB A_4-1A Survey Affidavit or similar document, statement or N 74°05'14 W mechanism to obtain title insurance for any subsequent 4.1 or future grantees. 5 Primrose Lane A a Built Sur vey _, Unauthorized alteration or addition to a survey map I SMH S-4 A--5 bearing a Licensed Land Surveyor's seal is a violation Access, Water & Sewer Ease. I O CB of Section 7209, 13 Primrose Per F.M. 29 10 I --_-' Lane 2 9, 2, of the New York State 2 ------- Education Law. ----- cB A-4 Unit 77 According to NYSAPLS policy adopted January 23, 1993, for the alteration of survey maps by anyone other than the original preparer is misleading, confusing and not in the - enera! welfore and benet of the ublic. Licensed Landfi AS�$Ut�-T Sun om es Surveyors shall not alter survey mops, survey pions, or D C UM ENT Inc.s survey plats prepared by others. 81ft Ste A7 MW To wn of Rye T E ENGINEERING, SURVEYING 8c GRAPHIC SCALE Westchester County,, New York LANDSCAPE ARCHITECTURE, P.C. o. 2 , S 0 40 main r 2oD' D ate. oc 6; 2021 JEFFREY Q. DeROSA, LS 3 Garrett Place • Carmel, New York 10512 Phone (845) 225--9690 • Fax (845) 225--9 717 New York State License No. 050 749 www.inslte—eng.com Q 2021 Insite Engineering, Surveying do Landscape Architecture, P.C. All Ri9'h is Reserved. (IN FEET) 16227.200 1 inch = 20 ft. Lot Maps/Lot 77.d wg