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HomeMy WebLinkAboutBP18-064PERMIT IN SECTION TYPE OF WORI JOB LOCATION VZT. COST O# -lD TCO # )vs C/I fw-llt FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING RGH PLUMBING JADn Expired Letter LetterSent FDATE FEE DATE ("-vgoO [AS-BUILTIFINAL SURVEY REQUIRED PRIOR tf /✓/1 ;7,s/ aAf /"y-/pFINAL INSPECTION /'3'ZolO ENVIRONMENTAL FEE PAID; aDoZlj Open Permit Letter Sent oFr`TION RECORD DUE. DATE q�I�' INSP I / I /t� Of a..A A Ti LW, ofAX 6 wCHL• � YO �(pCfYrC ►g �33/J ; M Sir I Lem 7/071 a0ac1 hlp IS—c)g3I ;L*' KISCO G ,"d SVC 0 ,lu) cc TOPQ►GRAPHICA[... 3UR ICY OF A PORTION OF Tax Lot No. 43, Block 1, Section 135.067 as shown on the Official Tax Assessernent Maps of the Village of Rye Brook, Town of Rye, Westchsester County, New York. Survey completd: June 1, 2017 Map Drafted: June 19, 2017 on scale of one inch to 20 feet. Revised. June 20, 2017 Lot area and FEMA Flood Zone info added: July 21, 2017 L.S., N.Y.S. LIC. No.46553 LAND SURVEYORS - PLANNERS 1 CEDAR STREET LICENSED IN NEW .O NEW YORK 10801 • f + 10 CONNECTICUT 't� 5e5 _ �033 r 0 rV J 0o 1' i� J V`+ ®�. 001* O _ 'J ' '/ '�' • ~ Zone it JAl.:= 4� 0lb FIRM 361119CO293F °/ N _ 1 k s N eff. date of 9f28/2007 Ml� MANHOLE R,iM:93.96 l Zone X ...... --- --- --- 101 .7GATE TREE TSMP �� i��n • 42) 15.00, TAX LOT CONC. -F 102. k ; ak U \� Ai . W CONCtZF" E %\ f Zone X ILL PATIO 400 BALCONY� ! EDi F.FL ELE. -- 103.03 Fir E-L CT.V 102,8 102., METER GAS t02.5 AREA METER 102.5 ' 4.3sn �� 0�1 cn O_O i AREA 04 43- Q' Cr TAX L DT AREA = 39,200 SQ. FT. r 02.5 103-- _ 103- Bw: 103.5 TM 104,1 103.1 1 .O� F.FL. ELE, 104.25 ON I 25.G, GATE Bw: i CJ3.2 % CONC. _0 `a__..- 10` 5.1 TW: I Q5. i Bw 102.9 1 5" _ lOa 00 JAPANE5E DRAIN RE! MAPLE INL 1 to PIT GG7NC12�ff Tom' PATICJ - 105 __- • • s•�►" •_ r jt 14" .'_'.. 1 G6 1'} 105.3 CONC. RET. WALL r1N I0> /� 104.3 x Ln 11_ U \ oG TW: I OG.00-. Tw: t 06.9 - IVY: 107.0 TREff TREE \0`7 " �,63 lo7.g r' t 28" 107.3 i TREE i z 1 Iy l0,5 �oq i CAP.POR.T i 1 108.5 iQ � •i's� CONC. TREE1 lO 0 COV> R ��"`' ��I_ ; 9 5 t G' _ T5MP�. �E('� � L L1'i1^ - `-" ROOF OY!RF NGI l09.2 OLE tO9 -- 1 r ------ ---- 108.8 tp9 i� fl I • TREE U L r1} TSMP A Z pg i11 d ; a 12' l� ILL V U �. TREE ��gg �\ 1 G 0 lu RETREE �(TREE TREE 14" _ 110 i' ! TREE EEL � I I„ O ♦-__._-._-.. LU A x ' TREE 0 TEE. 110.7 p s IrO - 0 Z 9 911*81 0 x TREE �� TREE Q lljJ / �. s TREE 0 iV W / 4 _j TAX LOT Wx{• i TREE 12 __ 1 2" 1 G 1 2 1 2" \\ I l `a t 1 t.) /TEE TREE TREE 12„ 14 TREE ul TREE 1 T5M 8" ° ) ! 0.7 N iV TREE i i 3 kk1 -r ! t WOOS. TREE 14" 1 13. IEB i - 1 t 2 1 15 TREE MAIL BOX n3 UTi L1TY f POLE S 24c'08"2� °' W 130 -9aI � f 1 1 2.7 CONCRETE TC: 1 i 3.3 CURB TC: 1 13.4 DROP CURB TC: ! 13.! : 1 1 2.2 BC: i 12.7 BC: 1 12.9 BC: 1 13,0 DATUM: Datum shown hereon 15 NAVD :t based on Westchester County Gl5 Mapping Contour Interval l ' Underground ut{litres as shown hereon are located from field data available at this time . and should be verified by the contractor at the time of construction. Unauthorized alteration or additions to this survey map 15 a violation of section 7209 sub -Section 2,, of the New York State I*ducation Law. No guarantee t5 implied by th15 map as to the existence or non-existence of any easements of record that would affect Subject property, unless surveyor has been furnished a complete copy of the title report. Dtmenstons Shown from structures to property lines are not intended to be used for construction of fences, structures or other improvements. ff a, > TC: 113.G t BC:'! I T. � w r TINC BEM, FILE COPY ECEIVE ALL DRAWINGS & WRITTEN MAT'L. APPEARING HEREIN CONSTITUTE ORIGINAL & UNPUBLISHED WORK OF THE ARCHITECT & MAY NOT BE DUPLICATED, USED OR DISCLOSED W/OUT WRITTEN CONSENT OF THE ARCHITECT, THEREFORE, ALL DWGS. HEREIN ARE FOR THE EXPRESS USE OF THE JOB CALLED OUT IN THE TITLE BLOCK & MAY NOT BE DUPLICATED FOR THE USE OF SIMILAR JOBS. DO NOT SCALE DWGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS NTH THE ARCHITECT. THE CONTRACTOR SHALL CHECK & VERIFY ALL DIMENSIONS & CONDITIONS AT THE SITE. PLEASE NOTIFY ARCHITECT OF ANY DISCREPANCIES. UNAUTHORIZED ADDITION OR ALTERATION OF THIS PLAN IS A VIOLATION OF STATE EDUCATION CODE THE ARCHITECT WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS AND THE DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHER'S FAILURE TO OBTAIN AND/OR FOLLOW THE ARCHITECT'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. A5-15UILTS-50G. DEPARTMENT 1 1 .5.2018 FOR BUILDING PERMIT 04.23.2018 REV. FOR ESTIMATING 02.OG.2018 REV. FOR ARB SUBM155ION 01 .03.2018 REV. FOR ZBA SUBM155ION 1 0. 1 9.201 7 REVISION' DATE Seal: : 0 Akc% 87M i LL RIVER ROAD 5OUTH 5ALEM, NY 10590 (914) 533-5640 ADDITION5 AL.TFKATION5 TO 90 N. RIDGE 5TREFT RYF BROOK, NY Dwg. Name: BA5fMENT PLAN Project No: 90NR Scale: 3116"=I'-0" Date: 9.6, 2017 Sheet Number: A-101 3 IN new w Stan DOWN IOR III, cable railing-_ contlnuou5 �.. 27' (Anji r"5en foldinj CL05ET 5TORAGE ' __ 7 10 __ — c�t align 2I r V 1 II 11 t i1! 1 i �I C9 it f -;� 11 1i 'i/I;i l' j 5D — ti RE EX. DGE ABOVE - 1il PG TVL�v 1 t � i EXI5TING GUE5T BEDROOMI ' „ I ep5. replace Ith 4I I BUTLER'S PAN RY Bath notes: w wood Step I t ,- M11D ROOM1 `�' 'r1 W.#.0 O replace exlstlr�g fixtures and wi ii !t ail !t 1 tl !t t vanity. new fimhe5- tiled 1 1 i r P.R. 1 p 1 1 1 LIVI EA ; -- -- _ _— ; -.I ' 5 4- t d 5hower, the floor, pain 2t3 ails t ' _ t _ _ �-�0 i, io ✓ t �tti (fD F , j W ,. B 203 204 7-1-' 2C2 ---------- A I'` i `i'-Q.. it !- ti v pQ�J't ✓� wlf�berglas5 surround (typ) PROPOSED FIRST FLOOR PLAN ELECTRICAL LEGEND e SURFACE-MOUNTED LIGHT 1-0 WALL 5CONCE OR EXTERIOR LANTERN RECE55ED DOWN LIGHT w RECE55ED DOWN LIGHT -WI LENS COVER �} PENDANT -MOUNTED LIGHT DUPLEX OUTLET- 5TD 15A I I OV RGF#DUPLEX OUTLET -GROUND FAULT INTERRUPT 220V OUTLET -CONFIRM WATTAGE MEETS AMP CAPACITY QUAD OUTLET DEDICATED APPLIANCE OUTLET CA-TVCABLE TV OUTLET ca CARBON MONOXIDE DETECTOR - HARDWIRED TO FIRE ALARM 5Y5TEM s© 5MOKE DETECTOR- HNRDWIRED TO FIRE ALARM 5Y5TEM 5WITCH- 5TD LUTRON-TYPE \=Z=TRACK LIGHTING-HUMG OR Z� MOUNTED TO B.O. TRU55. FQ EXHAU5T FAN- VENTED TO EXTERIOR LIGHT/FAN COMBO UNIT- EXHAU5TED TO EXTERIOR NOTE: ALL NEW FIXTURE5 AND LAMP5 SHALL BE LED, COLOR TO BE 5ELECTED BY ARCHITECT AND HOMEOWNER. I E41 1 � 1 1 2x85 515tf I G" at tr v ex x ra lI 1 11 BEDROOM ' Q 6t IIli VA 11 W y� r r. O ' Ili �— W.I.C.#2 to I 213 _enlarge ext'g opening for new window _....., --'r 3 2 t PROPOSED GARAGE paving TqD 1 { 38 I � tttc trap doorT fl { 1 I a n ceiling 3 1 = 1 I 1 2x 12 rafters @ I G" .c. f 21 @ I G" o.c. s cc _ 1 X , I } mtv Yr 2x 10 attic jo15t @ I G' tied to eLl 2x 10 attic jol5t @ I G" tied tos x ver Ica c or 1 ratter w: ex ly vertical cForrr t � a 1 �8 7' 208 10'-1 20 7' ALL DRAWINGS & WRITTEN MAT'L. APPEARING HEREIN CONSTITUTE ORIGINAL & UNPUBLISHED WORK OF THE ARCHITECT & MAY NOT BE DUPLICATED, USED OR DISCLOSED W/OUT WRITTEN CONSENT OF THE ARCHITECT. THEREFORE, ALL DWGS. HEREIN ARE FOR THE EXPRESS USE OF THE JOB CALLED OUT IN THE TITLE BLOCK & MAY NOT BE DUPLICATED FOR THE USE OF SIMILAR JOBS. DO NOT SCALE DWGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH THE ARCHITECT. THE CONTRACTOR SHALL CHECK & VERIFY ALL DIMENSIONS & CONDITIONS AT THE SITE. PLEASE NOTIFY ARCHITECT OF ANY DISCREPANCIES. UNAUTHORIZED ADDITION OR ALTERATION OF THIS PLAN IS A VIOLATION OF STATE EDUCATION CODE THE ARCHITECT WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS AND THE DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHER'S FAILURE TO OBTAIN AND/OR FOLLOW THE ARCHITECT'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. A5-BUILT5-13LDG. DEPARTMENT 1 1.5.2015 FOR BUILDING PERMIT 04.23.2018 REV. FOR E5T►MATiNG 02.OG.2018 REV. FOR ARB 5UBM15510N 01 .03.2018 REV. FOR ZBA SUBMI551ON 10. 19.2017 Seal: 234d4� . ASCHER & ASSOCIATES 87 MILL DIVER LOAD 5OUTH 5ALEM, NY 10590 (914) 533-5G40 www.a5che,rancia55ociate5.com ADDITION5 AL.TFRATTI ON5 TO 90 N . RIDGE 5TRFFT RYE BROOK, NY Dwg. Name: FI K5T =LOOP, FLAN LScale o: 90NR Sheet Number: "=1'-W Date:A-102 9.6.2017 EXISTING SLATE ROOF TO REMAIN (TYP) /-�15TING SLATE ROOF z TO REMAIN NEW STANDING SEAM COPPER ROOF -:7 note: bottom panel IILVV 5COMPOSITE I L JIUJJTG t tempered glass `� NEW HARDIE 3 2 -'l CORNER BOARD NEW 5" HARDIEPU OR EQUAL SIDING EX15TING SLATE ROOF TO REMAIN (TYP) NEW STANDING SEAM COPPER ROOF LINE OF EXISTING ROOF NEW 5' VERTICAL SIDING (BORAL OR EQUAL) I NEN WINDO+`5 I — — — — — — — — — — — — — — — — — — — — - 4 — — — — — — — — — — — — — — — — — — — — - r- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — - — — — L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — rj--� HOUSE &GARAGE- FRONT ELEVATION /\ jf EXISTING SLATE ROOF TO REMAIN MT) 7-71` NEW 12'SLIDING GL. DOORS —� EX155TING WINDOW--\ (F OP t BOTTOM) TO REMAIN -77T ---L 4 /1 EXISTING BARN DOOR TO BE REPLACE WINDOWS IN REMOVED. BLOCK AND FREN CH -fNCH,D0,OR5 t, OPENINGS SHEATHE OPENING. EXISTING ;P)A . STEPS RELOCATED I`RENC� SIDELIGHTS TO RE N WG CONC MOVE DOORS 2= BACKFILL AND REGM01f, p - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ---------- L+� - ------------- F -------------------------- --------------------------------------------------- - -c�� --------- ----------- HOUSE- REAR ELEVATION "we I EXISTING SLATE NEW SKYLIGHT r2l C. NEW 5" VERTICAL SIDING- DOPAL OR EQUAL REUSED AND NEW SLATE WEAVED TOGETHER ((NEW TO MATCH EXISTING) - NEWS" HARDIBOARD SIDING ALL DRAWINGS & WRITTEN MArL APPEARING HEREIN CONSTITUTE ORIGINAL & UNPUBLISHED WORK OF THE ARCHITECT & MAY NOT BE DUPLICATED, USED OR DISCLOSED W/OUT WRITTEN CONSENT OF THE ARCHITECT. THEREFORE, ALL DWGS. HEREIN ARE FOR THE EXPRESS USE OF THE JOB CALLED OUT IN THE TITLE BLOCK & MAY NOT BE DUPLICATED FOR THE USE OF SIMILAR JOBS. DO NOT SCALE DWGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH THE ARCHITECT. THE CONTRACTOR SHALL CHECK & VERIFY ALL DIMENSIONS & CONDITIONS AT THE SITE, PLEASE NOTIFY ARCHITECT OF ANY DISCREPANCIES. _!ANUNAUTHORIZED ADDITION OR ALTERATION OF THIS U 0 PLAN IS A VIOLATION OF STATE EDUCATION CODE IS A THE ARCHITECT WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS AND THE DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHER'S FAILURE TO OBTAIN AND/OR FOLLOW THE ARCHITECTS GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. AS-E3UlLT5-I3LDG. DEPARTMENT 1 1.5.2015 POP, BUILDING PERMIT 04,23.15 REV. fOR ESTIMATIG 02.OG.2018 REV. POP, APT SU13MIS51ON 01.03.2018 REV, FOR Zl5A5UbMI55ION 10.13.2017 REVISION II DATE Seal: 87 MILL RIVER ROAD 50UTH 5ALEM, NY 10590 (914) 533-5G40 www.a5cherancia55ociate!5.com ADDITION5 * ALTf RATION5 TO 90 N. RIDGE 5TREET RYE BROOK, NY r "I Dwg. Name: EXTERIOR. f LEVATION5 FPenev Dp,,un Pad kit- Powder coated NO man IAWMA`1111111 a S CTION THROUGH PROPOSED )MASTERBEDROOM trim to lecking i Clas5ii xal fibe i (tyr) r P. i. i. `%-.A 1 1 i N-J i� .i..A NEW MAIN S'l-AIR SECTI A 1-1 ST J SCALE. I "=I'-O" new 1.75x7.25 LVL ea. side closed -foam --t insulation: R.-45 h� # # tie downs Jr hurricane clips # at rafter taik (typ) to be 3 I 5pec'd by 51truct. PE ° # 1 mirror/ I # Similar # # A Note: wall varies (2x4 an2xG) open and closed cefoam insul: R21 # # #FIM 6 collar t1e5 bolted together at ends, l ca51ng around collar ties 'xG roof joist beyond 1.75 X 7.25 LVL5 beyond wail plate beyond bolted connection (both 5ide5) a5 designed and 5pedd by 5truct. PE -- proposed 2X8 collar ties @46" o.c —` — — Secured to ex. 2xG rafter _ # # i l # t.o. plate # tie downs or huirricane clips # at rafter tails (tiyp) to be I 3 5pedd by 5tru4t. PE 30 # # # ! 5T FLOOR (FAMILY ROOM) # # I # existing floor assembly ( 1 closed -cell foam to remain m5ul: R-21 # # # ( # # 13A5EMENT- REC. ROOM # # I # 1 # # # # I I # r)-R-OPOSED TYPICAL SECTION @ HOUSE tl ex. 2xG rafters at I G" o.c. to remain it tt tt it It ------------- i--_----_----- -� ------ -t-------.___—__—_�— ex.partial attic floor '� `� ► o to be removed t' rr � 16 t t existing ceilmg Ioi5t5 and interim 5upport5 to be removed. shore up roof a5 5pecified by 5truct. PE during demolition ALL DRAWINGS & WRITTEN MATT. APPEARING HEREIN CONSTITUTE ORIGINAL & UNPUBLISHED WORK OF THE ARCHITECT & MAY NOT BE DUPLICATED, USED OR DISCLOSED W/OUT WRITTEN CONSENT OF THE ARCHITECT. THEREFORE, ALL DWGS. HEREIN ARE FOR THE EXPRESS USE OF THE JOB CALLED OUT IN THE TITLE BLOCK & MAY NOT BE DUPLICATED FOR THE USE OF SIMILAR JOBS. DO NOT SCALE DWGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH THE ARCHITECT. THE CONTRACTOR SHALL CHECK & VERIFY ALL DIMENSIONS & CONDITIONS AT THE SITE. PLEASE NOTIFY ARCHITECT OF ANY DISCREPANCIES. UNAUTHORIZED ADDITION OR ALTERATION OF THiS PLAN IS A VIOLATION OF STATE EDUCATION CODE THE ARCHITECT WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS AND THE DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHER'S FAILURE TO OBTAIN AND/OR FOLLOW THE ARCHITECT'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. A5-BUILT5-BLDG DEPARTMENT 1 1 .5,2018 FOR BUILDING PERMIT 04.23.2018 REV. FOR E5TIMATING 01 .23.2018 REV. FOP APB 5UBMI55ION 0 I .03.2018 PEV. FOR ZBA 51,15M1551ON 10. 19.2017 VN N U, nor, IFItTTt" Seal: /RE1jj- SED E - � 87 MILL RIVER ROAD 5OUTN 5ALEM, NY 10590 (914) 533-5640 www. a5chera nda55Uclate5 . c@m ADDITION5 ALTFRATION5 TO 90 N . RI DGE 5TRfET KYF BROOK., NY Dwg. Name: SECTIONS & DECK ELEVATIONS Project No: 9QNR Seale: 114"=1'-0" u.n.o. Date: 9.6.20 17 Sheet Number: 9 !'1open cell foam insulation (R-30) Tyvek house wrap over_ existing plywood 8' type XP gypsum board, screwed through in5ul. bd. to wood studs Foamular 150 1 1 /2" polystyrene rigid m5dation glued to existing sheathing existing plywood Sheathing. remove siding and na115, and patch as required I -Tel W4 I 10 98 w v DEMISING WALL Demilec HeatLok Soy 200 Plus Spray foam insulation (R=7.4/in) - G.75" (R=50) TPLATE .D. existing gyp. board to remain. repair as required existing 2x4 stud wall Demilec closed cell insulation (3.5"=R-21) EXISTING 11005E (MASTER BATH) existing floor structure to remain T.O. SUBRLOOR EXISTING BSMT ---, r-e/ Riolnr if pA ciaf P ahmliati I -- existing plywood sheathing 12' Foamular 150 XP5 rigid m5dation. Glue to existing sheathing 8" type XP gypsum — board 2x6 stud @ I G"----_._ inside face of garage wall I bridging/blocking. T.O. PLATE L IF existing 2x4 stud fill all existing wall cavities with closed Ffoam insulation (Demilec) \ �-- ex15ting plywood sheathing Tyvek house wrap llardieplank siding Tyvek house wrap -2` CDX plywood sheathing Boral vertical siding (0.312") insidePLAN DETAIL (&,GARAGE/HOUSE DEMISING WALL(rear comer) >tud @ 16" ;plank or Boral vertical siding (0.312") de or build exten5lon jambs a5 required ,c 5ealection 500 open cell insulation (5.5"=R-21) over 5111 seal (typ.). Anchor bolt to foundation a5 ied by Structural Engineer WAIL � T.O. SUBPLOOR; A � link I Fill top 2 cour5e5 for anchor b0t15 every n concrete every 4'. SECTION THROUGH NEW GARAGE WALL t ex. 2x4 wall-\ llardieplank siding Tyvek house wrap - - 2' plywood sheathing ----- Dorm vertical siding (0.312") 3.5" closed cell insulation R-2 I ) .ex. 2x4 wall inside face of garage wall 1 2' Foamular rigid insulation. Screw back to studs 8' type XP gypsum board 5.5" open cell insulation (R-2 I ) in new 2xG wall PLAN DETAIL (a7, GARAGE/HOUSE DEMISING WALL(front inside corner) existing 2x6 attic joist to remain Demilec HeatLok Soy 200 Plus spray foam insulation (R=7.4/in)- 6.25" (R=46.25) urr down with. I x35 @ 24"o.c. f existing ceiling rafters u to be removed n. existing 2x4 stud wall — new (2) W header EXISTING 110USE EXISTING I� ---� T.O. PLATE —Azek or Hardie fascia and soffit. provide contin. or intermittant soffit vents alum drip cap at window head Andersen A -series casement window- provide or build exten5lon jambs a5 required existing 2x4 wall to remain (rear wall furred to 2x6) Demllac closed cell Insulation (3.5"=K-21) OR Demilec open cell m5ualation (5.5"=R-21) Tyvek water resistant barrier ex15ting plywood Sheathing. repair or replace a5 required Mardieplank 51ding / .SECTION THROUGH EXTERIOR WAL AT EXISTING HOUSE ALL DRAWINGS & WRITTEN MAT'L. APPEARING HEREIN CONSTITUTE ORIGINAL & UNPUBLISHED WORK OF THE ARCHITECT &°MAY NOT BE DUPLICATED, USED OR DISCLOSED W/OUT WRITTEN CONSENT OF THE ARCHITECT. THEREFORE, ALL DWGS. HEREIN ARE FOR THE EXPRESS USE OF THE JOB CALLED OUT IN THE TITLE BLOCK & MAY NOT BE DUPLICATED FOR THE USE OF SIMILAR JOBS. DO NOT SCALE DWGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH THE ARCHITECT. THE CONTRACTOR SHALL CHECK & VERIFY ALL DIMENSIONS & CONDITIONS AT THE SITE. PLEASE NOTIFY ARCHITECT OF ANY DISCREPANCIES. UNAUTHORIZED ADDITION OR ALTERATION OF THIS PLAN IS A VIOLATION OF STATE EDUCATION CODE THE ARCHITECT WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS AND THE DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHER'S FAILURE TO OBTAIN AND/OR FOLLOW THE ARCHITECT'S GUIDANCE WiTH RESPECT TO ANY ERRORS, OMISSIONS INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. AS-BUILT5-BLDG DEPARTMENT 1 1 .5.2015 FOR BUILDING PERMIT 04.23.2018 REV. FOR ESTIMATING 01 .23.2015 REV. FOR ARB 5U13Mi55ION 01 .03.2018 REV. FOR ZBA 5UBM155ION 10. 19.2017 REVISION DATE Seal: ADDITION5 ALTERATION5 TO 90 N . RI DGF 5TRFET KYE BROOK, NY Dwg. Name: WALL 5fCTION5 Project No: 90NR Sheet Number: Seale:l"=I'-0" Date: 9.G.2017 90 N. RIDGE STREET RYLcFBROOK NY ADDITIONS ALTERATIONS OUR JOB: (#500-90NRidge-S) ARCHITEC I. / ASSOCIATES 87 MILL R01,61D / ENGINEER: COWLEY ENGINEERING 1100 SUMMER STREET / ORj 00^%9, (203) r i ii w ­ i PLOT PLAN: TITLE NO. TP603306 ARISTOTLE BOURNAZOS, C. This is to certify that I have surveyed LAND SURVEYORS - PLANNERS Tax Lot No. 43, Block 1, Section 131.067 as shown on the Official 20 CEDAR STREET LICENSED IN Tax Assessement Maps of the Village of Rye Brook, Town of Rye, NEW ROCNELLE NEW YORK r County, New York. NEW YORK 10801 NEW JERSEY este , W estchs tY - 14 6 I have located all existing buildings and lines or possession and (9 ) 330100 C ONNE CTICUT have shown their positions hereon. Survey completecDec,. 11, 2006 Map Drafted: Dec. 28, 2006 on scale of one inch to 30 feet. Wood fence along street line located: Dec. 29, 2009 I hereby certify this. survey to: TitlePro Agency, LLC -David C. Young II - Caroline M. Elwell - Scott R Elwell - United General Titie . N.Y.S. Lic. 46563 m� a ,o.bs D � � 12o33 AO R D N 3i 5� p6 0, D()° FENCE axs 43� 11 LOT N aLE o GONG. � � PATIO � o m I—— FRAME HOUSE No. 9a co FENCE °N EN E 04'S S 0 S 25°04' W 15.00' 3s Yo CONCRETE PATIO a olio. ET w u 4 LOT g TAX LOT Z o �D WOOD V WO QENCE ENC£ O FENCE CAR 8'S OSS rL PORT � w� 44aGb W'OOO NYaOa TENCE FENCE FENCE J_2`-S W00D FENCE eY-W OY=N 92'-W vrooD 5 24°08`20" W 130.98' FENCE 03' S INJ LANE NO. RIDGE STREET Unauthodzed alteration or addif ns to tnls survey map fs. a violation of setfbn 7209 sub -section 2, of the NewYark State Education taw. No guarantee i mplwd by this map as to the ew t ce o o stence of any easements of retold th t would affect .bi-t property. WE- ERRf Sed a complete copy of fh 10 ¢tlnlended to be used far construct an off etrudures or other �mprovemeMs. D�mensans show fr trustures taptoperty ltn sate no C06-457 INDEX OF DRAWINGS: DRAWING DESCRIPTION T-001.00 TITLE SHEET S-001.00 FIRST FLOOR PLAN S-002.00 BASEMENT PLAN S-003.00 ELEVATIONS S-004.00 ELEVATIONS & DETAILS S-005.00 SECTIONS S-006.00 SECTIONS GENERAL NOTES:. 1. THE WORK SHALL INCLUDE ALL LABOR, MATERIALS, SERVICES, EQUIPMENT, AND SCAFFOLDING REQUIRED TO PERFORM THE WORK IN ACCORDANCE WITH THIS DRAWING AND SPECIFICATION. 2.ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE NEW YORK CITY BUILDING CODE, LATEST EDITION. 3.ALL DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR AND ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 4, ALL SECTIONS SHALL BE CONSIDERED TYPICAL AND APPLY FOR SIMILAR CONDITIONS. 5, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION. 6. THE OWNER AND TENANTS WILL OCCUPY THE BUILDING DURING THE ENTIRE PERIOD OF SELECTIVE DEMOLITION AND PARAPET REPAIR. COOPERATE FULLY WITH THE OWNER OR H/S1HER REPRESENTATIVE DURING DEMOLITION AND CONSTRUCTION OPERATIONS TO MINIMIZE CONFLICTS AND TO FACILITATE OWNER/TENANT USAGE, 7. IF REQUIRED, SIDEWALK SHEDS ARE TO BE FILED SEPARATELY. DEMOLITION NOTES: 1. FURNISH ALL LABOR, MATERIALS, TOOLS, AND EQUIPMENT REQUIRED TO PERFORM THE WORK SHOWN ON THE DRAWINGS ANDIOR SPECIFIED, IN GENERAL, THE WORK SHALL INCLUDE BUT NOT NECESSARILY BE LIMITED TO, THE WORK SPECIFIED HEREIN, 2, THE WORK OF DEMOLITION AND REMOVALS SHALL BE COMPLETE, WHICH WILL PERMIT NEW MATERIALS ANDIOR EQUIPMENT TO BE PROPERLY INSTALLED. 3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY SHORING REQUIRED DURING THE WORK, CARE IN REMOVAL OF THE WORK: 1.ALL REMOVALS SHALL BE PERFORMED /N KEEPING WITH THE BEST SAFETY PRACTICES GOVERNING SAME AND IN ACCORDANCE WITH ALL CITY, STATE, ANDIOR FEDERAL LAWS GOVERNING SAME. CLEAN-UP: 1.ALL DEBRIS RESULTING FROM THE OPERATION UNDER THIS CONTRACT SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL NOT BE STORED OR PERMITTED TO ACCUMULATE ON THE SITE, 2. UPON COMPLETION OF THE WORK UNDER THIS CONTACT, THE CONTRACTOR SHALL REMOVE ALL TOOLS, EQUIPMENT, MATERIALS, APPARATUS, ETC. AND SHALL LEAVE THE PREMISES CLEAN, NEAT AND ORDERLY, PREMISES S1 `ALL BE BROOM SWEPT. 3. CONTRACTOR SHALL LEAVE THE SITE CLEAN, AFTER COMPLETION OF THE WORK. STRUCTURAL NOTE $ (WOOD 1. ALL STRUCTURAL WORK SHALL COMPLY WITH THE NEW YORK STATE BUILDING CODE, Z ALL STRUCTURAL WORK SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. 3, CONTRACTOR SHALL PROPERLY SHORE, BRACE AND MAKE SAFE ALL FLOORS, ROOFS, WALLS AND ADJACENT PROPERTY AS JOB CONDITIONS REQUIRE. 4. ALL CONCRETE SHALL BE STONE CONCRETE. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 3500 PSI. WIC RATIO SHALL NOT EXCEED 0.40. 5. ALL FOUNDATION CONCRETE AND GARAGE FLOOR SLAB SHALL BE AIR ENTRAINED AND INSTALLATION SHALL BE IN ACCORDANCE WITH ACI 301. 6, STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 AND TO THE AISC SPECIFICATIONS FOR THE FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. BOLTS SHALL BE 314" DIAMETER UNFINISHED CONFORMING TO ASTM A307, UNLESS OTHERWISE NOTED, 7. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. WELDING ELECTRODES SHALL BE ASTM 233, CLASS E7018 UNO, 8. ALL FRAMING LUMBER AND DETAILS OF WOOD CONSTRUCTION SHALL CONFORM TO THE NATION AL DESIGN SPECIFICATION FOR STRESS GRADE LUMBER AND ITS FASTENINGS (INCLUDING SUPPLEMENTS), ALL NEW LUMBER SHALL BE GRADE MARKED AT THE MILL AND SHALL BE SURFACE DRY. NEW JOINTS SHALL COMPLY WITH PS 20-99 FOR SIZES AND SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADES: RAFTERS AND JOISTS DOUGLAS FIR, LARCH #2 BEAMS, GIRDERS, HEADERS DOUGLAS FIR, LARCH #1 TRUSS MEMBERS DOUGLAS FIR STUDS & PLATES LARCH STUD GRADE 9. ALL FACTORY MANUFACTURED GLUE LAMINATED WOOD FRAMING MEMBERS SHALL BE TJI JOISTS AND MICRO LAM BEAMS AS MANUFACTURED BY TRUSS JOIST CORPORATION OR ARCHITECT APPROVED EQUAL. 10. ALL FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH APPROVED GALVANIZED STEEL JOIST OR BEAM HANGERS, MINIMUM 18 GAUGE, INSTALLED ACCORDING TO MANUFACTURERS RECOMMENDATIONS. 11. HANGERS :UTILIZED FOR THE SUPPORT OF TREATED MEMBERS SHALL BE COMPATIBLE WITH THE TREATMENT OR SUITABLY PROTECTED FROM THE TREATMENT CHEMICALS. 12. WHERE FRAMING LUMBER /S FLUSH FRAMED TO MICRO -LAM, STEEL OR FLITCH PLATE GIRDERS, SET THESE GIRDERS 112 CLEAR BELOW THE TOP OF THE FRAMING TO ALLOW FOR SHRINKAGE. 13. ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH THE STUDS BELOW, WHERE REQUIRED INSTALL A ADDITIONAL STUDS, USE DOUBLE STUDS AT THE ENDS OF WALLS AND AT THE ENDS OF OPENINGS. USE DOUBLE TRIMMERS AND HEADERS ATALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. LAP ALL WALL PLATES AT CORNERS AND AT INTERSECTIONS OF PARTITIONS. 14. INSTALL DOUBLE FLOOR JOISTS UNDER PARTITIONS THATARE PARALLEL TO THE FLOOR FRAMING. 15. BUILT-UP BEAMS SHALL BE SPIKED TOGETHER WITH 2 16D NAILS AT 16" OC. 16. AT THE ENDS OF ALL BEAMS, HEADERS AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE WIDTH IS AT LEAST EQUAL TO THE WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH MATCHES ADJACENT STUDS, 17. STAGGER ALL SPLICES A MINIMUM 32 INCHES. 18, SHEATHING SHALL BEAPA GRADE STAMPED AND SHALL NOT EXCEED THE SPANS INTENDED FOR USE ON THE GRADE STAMP. ALL SHEATHING SHALL BE MADE WITH EXTERIOR GLUE AND SHALL BE OF THE FOLLOWING THICKNESS FLOORS: 314" T&G ROOFS: 112" WALLS: 112" ALL FLOOR SHEATHING SHALL BE GLUED NAILED TO THE FLOOR JOISTS USING AND APA APPROVED ADHESIVE. EXTERIOR SHEATHING SHALL LAP THE FLOOR PLATES AT EACH LEVEL AND LAP THE CORNERS TO PROVIDE DIAPHRAM CONTINUITY. NAILING SHALL BE RING SHANK NAILS 6"OC. 19. DOOR AND WINDOW HEADERS IN STUD WALLS TO BEAS FOLLOWS: OPENING SIZE HEADER ASSEMBLY UP TO 6' O" (2) 2X10 6-0"° 9"-O" (2) 1-314"X9-112"LVL 9�-0''-10-0" (2) 1-314"X 11-718""LVL ADDITIONAL NOTES (NYS CODE): 1. STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT, BORED OR NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED /N NYS CODE FIG R502.8 (2 INCHES MIN FROM TOP AND BOTTOM OF JOIST, HOLE D/A D13 MAX.) 2. THE ENDS OF RAFTERS, JOISTS, BEAMS OR GIRDERS SHALL HAVE NOT LESS THAN 1-112"" OF BEARING ON WOOD OR METAL AND NOT LESS THAN 3" ON CONCRETE OR MASONRY, 3. JOISTS FRAMING FROM OPPOSITE SIDES OVER A BEARING SUPPORT SHALL LAP A MINIMUM OF 3" AND SHALL BE NAILED TOGETHER WITH MINIMUM OF THREE 10D FACE NAILS. 4, JOISTS SHALL BE SUPPORTED LATERALLY AT THEIR ENDS BY FULL DEPTH BLOCKING OR BY ATTACHI4ENT TO A HEADER, RIM JOIST, OR A BAND, OR SHALL BE OTHERWISE PROVIDED WITH LATERAL SUPPORT TO PREVENT ROTATION. 5, NOTCHES IN SOLID LUMBER JOISTS, RAFTERS AND BEAMS SHALL NOT EXCEED 116 OF THE DEPTH OF THE MEA1BER, SHALL NOT BE LONGER THAN 113" OF THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE 113 OF THE SPAN. NOTCHES AT THE ENDS OF THE MEMBER SHALL NOT EXCEED 114 THE DEPTH OF THE MEMBER, THE TENSION SIDE OF MEMBERS 4" OR GREATER /N NOMINAL THICKNESS SHALL NOT BE NOTCHED EXCEPT AT THE ENDS OF THE MEMBERS, WHERE A MEMBER HAS A HOLE AND A NOTCH, THE HOLE SHALL NOT BE CLOSER THAN 2" TO THE NOTCH, 6. CUTS, NOTCHES AND HOLES BORED IN TRUSSES, LAMINATED VENEER LUMBER, GLUE LAMINATED MEMBERS OR I -JOISTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH PENETRATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER.. 7, FIRE BLOOKING SHALL BE PROVIDED IN WOOD FRAME FLOOR CONSTRUCTION, WALLS AND FLOOR -CEILING ASSEMBLIES. 8. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDNG 114 OF ITS WIDTH. ANY STUD MAY BE BORED OR DRILLED PROVIDING THAT THE DIAMETER OF THE RESULTING HOLE IS NO GREATER THAN 40% OF THE STUD WIDTH, THE EDGE OF THE HOLE IS NO CLOSER THAN 518" TO THE EDGE OF THE STUD AND THE HOLE IS NOT LOCATED IN T HE SAME SECTION AS A CUT OR NOTCH 9. WHEN DRILLING OR NOTCHING OF THE TOP PLATE NECESSITATES REMOVAL OF MORE THAN 50% OF I TS WIDTH, A 16 GA, GALV METAL TIE, MIN 1-112"IN WIDTH SHALL BE FASTENED TO EACH PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN (8) 16D NAILS AT EACH SIDE. CONCRETE NOTES: 1. ALL CONCRETE 4,000-PSI 9 28 DAYS, 314" STONE, 4" SLUMP, WIC = 0.40, 2. 7%AE (AIR ENTRAINMENT) FOR FOOTINGS. 3. ALL CONCRETE SHALL BE REINFORCED WITH #3 REPAR @ 8" OC ON BOTTOM, 4. PROVIDE 3" COVER FOR REINFORCING AGAINST SOIL, 5. STONE 1 MASONRY ANCHORS SHALL BE STAINLESS STEEL. 6. ALL CONCRETE SHALL BE STANDARD WEIGHT CONCRETE (145 #ICUFT,) AND SHALL HAVEA MINIMUM COMPRESSIVE STRENGTH OF4,000 PSI UNLESS SPECIFIED DIFFERENTLY HEREIN. INSPECTION /S REQUIRED PRIOR TO PLACEMENT OF CONCRETE, EXCEPT FOR SLABS ON GRADE. CONCRETE MIXES SHALL BE DESIGNED BYA TESTING LABORATORY APPROVED BY THE ENGINEER, MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHES, PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301, 7, ALL AGGREGATES SHALL BE NATURAL SAND AND ROCK, CONFORMING TO ASTM C-33, WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.04%. DO NOT CHANGE SOURCE OFAGGREGATE DURING COURSE OF WORK WITHOUT PRIOR WRITTEN ACCEPTANCE BY THE ENGINEER. 8. CEMENT SHALL CONFORM TO ASTM C-150, TYPE I OR TYPE ll, LOW ALKALI. 9. ALL REINFORCING BARS IN CONCRETE IN CONTACT WITH EARTH AND PLACED /N FORMS SHALL BE 2 INCHES CLEAR FROM THE CONTACT FACE. REINFORCING STEEL IN CONCRETE POURED DIRECTLY AGAINST EARTH SHALL BE 3 INCHES CLEAR FROM THE CONTACT FACE UNLESS NOTED OTHERWISE, 10.CALCIUM CHLORIDE OR ANY ADMIXTURE CONTAINING CHLORIDE SALTS SHALL NOT BE USED /N CONCRETE. 11. CLEAN AND ROUGHEN TO 114" AMPLITUDE ALL (E) CONCRETE SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED. 12. CONCRETE MIXING, PLACEMENT, FINISHING AND CURING SHALL BE PERFORMED PER THE AMERICAN CONCRETE INSTITUTE GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION (ACI 302,1 R-89). 13.STRENGTH TESTS OF CONCRETE SHALL BEAS REQUIRED BY THE DOB, COMPRESSION TESTS SHALL BE CONDUCTED OF THE CONCRETE USED FOR THE WALLS AND GARAGE DECK AND SHALL BE FORWARDED TO THE STRUCTURAL ENGINEER, 14,ALL CONCRETE DIMENSIONS SHOWN ON PLANS ARE ACTUAL DIMENSIONS, NOT NOMINAL DIMENSIONS (I.E., A 4 INCH SLAB /S 4 INCHES THICK, NOT 3-112 INCHES). 15.LOCATION OFALL CONSTRUCTION JOINTS MUST BE REVIEWED BY THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION /F NOT SPECIFICALLY SHOWN ON THE DRAWINGS. THOROUGHLY ROUGHEN AND CLEAN ALL CONSTRUCTION JOINTS BEFORE PLACING CONCRETE. WAIT 48 HOURS BETWEEN POURS. 16. PROVIDE A 112 INCH CHAMFER AT ALL CONCRETE WHERE REQUIRED FOR APPEARANCE, SUBJECT TO REVIEW BY THE ENGINEER, 17.NOALUMINUM CONDUITS AREALLOWED /N STRUCTURAL CONCRETE SLABS, 18.KEYED CONSTRUCTION JOINTS SHALL BE USED THROUGHOUT, ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND ALL LAITANCE REMOVED. ALL VERTICAL JOINTS SHALL BE THOROUGHLY WETTED AND SLUSHED WITH A COAT OF NEAT CEMENT MORTAR, 19.PROV/DE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING CONCRETE. DO NOT CUTANY REINFORCING WHICH MAY CONFLICT. CORING /N CONCRETE IS NOT PERMITTED UNLESS NOTED ON THE PLANS NOTIFY THE STRUCTURAL ENGINEER /N ADVANCE OF CONDITIONS NOT SHOWN ON THE PLANS. 20. PIPES LARGER THAN 1-112" DIAMETER SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE UNLESS REVIEWED BY THE STRUCTURAL ENGINEER. PIPES SHALL NOT DISPLACE OR INTERRUPT REINFORCING BARS. SPACE EMBEDDED PIPES AND SLEEVES ATA MINIMUM OF 3 DIAMETERS APART. 21.LIGHT WEIGHT CONCRETE AT THE GARAGE DECK SHALL BE MAINTAINED IN MOIST CONDITION FOR A MINIMUM OF FIVE DAYS AFTER PLACEMENT, FOR CONCRETE OTHER THAN SLABS ON GRADE, CURING COMPOUNDS MAY BE USED /N LIEU OF MOIST CURING, SUBJECT TO PRIOR REVIEW BY THE STRUCTURAL ENGINEER, 22.LOCATION OFALL CONSTRUCTION, CONTROL AND WEAKENED PLANE JOINTS FOR SLABS -ON -GRADE NOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER PRIOR TO THE PLACING OF REINFORCEMENT MAXIMUM SPACING OF JOINTS SHALL BE 15 FEET ON CENTER (UNO). 23.PROVIDE SAWCUTS IN SLAB ATALL COLUMN LINES THATALIGN WITH RE-ENTRANT CORNERS, OTHERWISE, PROVIDE SAWCUTS AT 15'-0" CENTERS, PROVIDE (2) ADD`L BARS @ RE-ENTRANT CORNERS. CONCRETE WAIVER NOTES: 1. "THE WORK MEETS THE EXEMPTION CRITERIA OF BUILDINGS BULLETIN 2009-026, ITEM WAND I HERBY ELECT TO WAIVE THE REQUIREMENT OF CONCRETE TESTING AND OF THE TR2 FORM ANDIOR TR3 FORM." 2. THE TOTAL STRUCTURAL CONCRETE SPECIFIED FOR THE PROJECT IS LESS THAN 50 CUBIC YARDS (38 M3); 3. THE STRUCTURAL DESIGN OF THE CONCRETE IS BASED ON SPECIFIED COMPRESSIVE STRENGTH, F `C, NO GREATER THAN 2,500 POUNDS PER SQUARE INCH (PSI) (17.2 MPA), REGARDLESS OF THE COMPRESSIVE STRENGTH SPECIFIED /N THE CONSTRUCTION DOCUMENTS OR USED /N THE CONSTRUCTION; AND 4. THE CONCRETE TO BE PLACED IS SPECIFIED TO HAVEA COMPRESSIVE STRENGTH OFAT LEAST 4,000 PSI (28 MPA), FIREPROOFING: 1, SHALL BEM NOK TE AS MANUFA TURERED BY GRACE CONSTRUCTION PRODUCTS. 2. THE TUBE STEEL COLUMNS, STEEL PLATES AND FASTENERS SHALL HAVE A 3-HOUR FIRE -RESISTANCE RATED ENCLOSURE AS FOLLOWS: A. THREE LAYERS OF 518" TYPE X GYPSUM WALLBOARD, EACH LAYER SCREW ATTACHED TO 1 518" STEEL STUDS 0.018" THICK (NO. 25 CARBON SHEET STEEL GAGE) AT EACH CORNER OF COLUMN, MIDDLE LAYER ALSO SECURED WITH 0.049" (NO. 18 B.W,GAGE) DOUBLE -STRAND STEEL WIRE TIES AT 24" ON CENTER. SCREWS ARE NO. 6 BY 1" SPACED 24" ON CENTER FOR INNER LAYER, NO, 6 BY 1 518" SPACED 12" ON CENTER FOR MIDDLE LAYER AND NO. 8 BY 2-1141, SPACED 12' ON CENTER FOR OUTER LAYER. B. NYC DOB APPROVED EQUAL 3, THE STEEL BEAM SHALL HAVEA 3-HOUR FIRE -RESISTANCE RATED ENCLOSURE AS FOLLOWS: A. THREE LAYERS OF 518" TYPE X GYPSUM WALLBOARD ATTACHED TO U-SHAPED BRACKETS SPACED 241, ON CENTER. 0, 018" THICK (N0.25 CARBON SHEET STEEL ANGLE) 1 `"X2"" LOWER CORNER ANGLES. THE FRAMING IS LOCATED SO THAT A 2-118" AND 2" SPACE IS PROVIDED BETWEEN THE INNER LAYER OF WALLBOARD AND THE SIDES AND BOTTOM OF THE BEAM, RESPECTIVELY THE INNER LAYER OF WALLBOARD IS ATTACHED TO THE TOP RUNNERS ADN BOTTOM CORNER CHANNELS OR CORNER ANGLES WITH 1-114`"-LONG NO.6 SELF -DRILLING SCREWS SPACED 16" OC. THE SECOND LAYER OF WALL BOARD IS APPLIED WITH 1-314"-LONG NO.6 SELF DRILLING SCREWS SPACED 8 ON CENTER, A LAYER OF 0,035" THICK (NO. 20 B. W,GAGE) 1 " HEXAGCNAL GALVONIZED WIRE MESH IS APPLIED UNDER THE SOFFIT OF THE MIDDLE LAYER AND UP THE SIDES APPROXIMATELY 2", THE MESH /S HELD 1N POSITION WITH NO, 6 1-318"-LONG SCREWS INSTALLED IN THE VERTICAL LEG OF THE BOTTOM CORNER ANGLES. THE OUTER LAYER OF WALLBOARD /S ATTACHED WITH NO. 6 2-114"-LONG SCREWS SPACED AT 8" ON CENTER, ONE SCREW /S ALSO INSTALLED AT THE MID -DEPTH OF THE BARCKET IN EACH LAYER. THE BOTTOM CORNERS ARE REINFORCED WITH METAL CORNER BEADS. B. MONOKOTE MK-6 AS MANUF ACTURERED BY GERACE CONSTRUCTION PRODUCTS, PER THE MANUFACTURERS SPECIFICATIONS TO ACHIEVE A 3-HOUR RATING, PL UMBING NOTES: 1. LICENSED NYC PLUMBER TO RELOCATE ALL (E) PLUMBING AS NEEDED FOR INSTALLTION OF (N) STEEL AND WOOD FRAMING. 2. LICENSED PLUMBER TO CHECK ALL (E) PLUMBING CONNECTIONS FOR LEAKS. REPAIR AS REQUIRED. 3. ALL (E) DRAINS TO BE CHECKED FOR LEAKS AND SECURED TO (N) SUBFLOOR AS REQUIRED, REINFORCING STEEL: 1. ALL BAR SIZES NOTED ON THESE PLANS ARE INCH BAR SIZES. 2. REINFORCING STEEL SHALL CONFORM TO ASTM DESIGNATION A-615, GRADE 60 UNLESS NOTED OTHERWISE. 3. PROVIDE SPACER BARS, CHAIRS, BLOCKS, ETC., AS REQUIRED TO POSITIVELY HOLD THE REINFORCING STEEL IN PLACE. 4. ALL RENNFORCMENT SHALL BE DIRT AND CORROSION FREE. 5. PROVIDE A CLEAR DISTANCE BETWEEN PARALLEL REINFORCING BARS IN A LAYER TO BE NOT LESS THAN 1-112 TIMES THE NOMINAL BAR DIAMETER, OR 1-113 TIMES THE MAXIMUM SIZE AGGREGATE, NOR LESS THAN 1-112" WHICHEVER /S LARGER. 6. ALL DOWELS FROM FOOTINGS TO WALLS, PIERS AND COLUMNS SHALL BE THE SAME SIZE, STRENGTH AND NUMBER AS THE MAIN REINFORCING, UNLESS NOTED OTHERWISE. 7. IN CONCRETE, FOR SPLICING OF REINFORCING BARS MARKED CONTINUOUS, LAP HORIZONTAL AND VERTICAL REINFORCING BARS 40 DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER, 8. IN CONCRETE WALLS, F00711VGS AND GRADE BEAMS, LAP ALL HORIZONTAL REINFORCING BARS 36 BAR DIAMETERS AT CORNERS OP INTERSECTIONS, UNLESS NOTED OTHERWISE. 9. ALL HOOKS AND BENDS SHALL CONFORM TO ACI 315. REBENDING OF BARS 1S NOT ALLOWED, NO HEATING SHALL BEALLOWED FOR BENDING OF REINFORCING STEEL. 10.DOWELS FOR WALLS AND COLUMNS SHALL BE THE SAME SIZEAND SPACING AS THE WALL AND COLUMN REINFORCING STEEL AND SHALL LAP WITH THE WALL AND COLUMN REINFORCING, UNLESS OTHERWISE SHOWN, 11. WELDING OF REINFORCING STEEL SHALL BE PERFORMED BY CERTIFIED WELDERS USING THE ELECTRIC ARC PROCESS UTILIZING LOW HYDROGEN ELECTRODES. CONTINUOUS INSPECTION /S REQUIRED FOR ALL FIELD WELDING. USE GRADE 60-W REINFORCING STEEL CONFORMING TO ASTM A-706 WHERE WELDING OF GRADE 60 BARS IS INDICATED ON PLANS. 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(2} r #4 St. Reinf. w! steel Dowel @24" a.e. i 8" CMU Foundation Wolf (TyA) �f r}� Reinforced Concrete Slab on Grade(Typ.) ,f Existing 10" x 48" 12" x 24" Conc. �r Below Grade Footing (Typ) Concrete Wall on Exsting Footing �^ To Remain. f�a 1;1lG'cii'CC'a �.�cGseGaGu�LLsG»'L�s4u*a''"ce''£.`f'a>L`sLssSYWs�'r�.�.:':u''c' 25'-0" --------------------- L---------------------- v2" Roxul rock wool insulation 5/8" type XP gypsum board 1x3 horiz wood furring strips PiMnglyiso rigi( insulation. Install using cap nails. Tape at seams. existing plywood — sheathing. remove siding and nails, and patch as required TO. EX. PLATE Demilec Heatt-ok Soy 200 Plus spray foam insulation (R=7.4/in) - 6.75" (R=50) TO PLATE existing gyp. board to remain, repair as REM ed g 2x4 stud wall remove exterior sheathing and siding. screw foam insulation to garage side of stud EXISTIN HOUSE existing floor structure to remain 7 EXISTIN X 7 BS M T 2x12 rafters @ 16" ------------ L----------- ► SIDE ELEVATION M Relocated slate shinges rv8" Zip Roof sheathing, taped at all seams art" Roxul rock wool insulation TO SUBIFLOOR M stud @ 16" Zip -wall 1/2" sheathing, taped at all seems Hardieplank or Boral vertical siding (0.312") Benjamin Obdyke Hydrogap air barrier - continuous over existsing plywood sheathing T.O. FDN. WALL TO GARAGE SLAB SECTION THRU NEW GARAGE WALL furr down with 1x3s @ M%i% ceiling rafters to be HITECT existing 2x6 attic joist to remain Dermlec HeatLok Soy 200 Plus spray foam insulation(r--7.4/in)- 6.25"(R=46.25) TO. SUBFLOOR alum drip cap at window head existing 2x4 stud we new (2) 2x8 header Benjamin Obdyke self stick Hydroffash stall heads, sills and jambs of rough openings. Use nffokWphmhWlinstei"09.instructions. Andersen A series casement window- provide extension jambs existing 2x4 wall to remain Roxul ComfortBatt 3.5" R-1 5 mineral wool Pes NJ' i&,on n Obdyke Dainable Hydrogap air barrier. roll horizonatIly, overlap as per manufacturer specs @RA§%P*wood sheathing, repair or replace Pffffi%60A Foam insuation (R-3.2) w=ur painted aluminum flashing ,2" rigid insulation over waterproofing .J1,2" min) IYPICAL SECTION THRU EXTERIOR WALL @ EXISTING HOUSE (w/ Progressive Foam) Lnew collar ties existing ceiling rafters to be removed existing 2x6 attic joist to remain. sister M's both sides, bolt together as per PE specs Demilec, Heatt-ok Soy 200 Plus spray foam insulation- 6" TO SUBFILOOR existing 2x4 stud wa alum drip cap at window head new (2) 2x8 headerBenjamin Obdyke self stick Hydroflash at all heads, sills and jambs of rough openings. Use nifDk*phdntJIjastaIl;0IW5r. instructions. Andersen A series casement window- provide extension jambs existing 2x4 wall to remain Roxul CornfortBaft 3.5" R-1 5 mineral wool ResiuMMY, Obdyke Drainabl. Hydrogap air barrier. roll horizonatily, overlap as per manufacturer specs @RI4M%P01wood sheathing. repair or replace Pff§A00A Foam insuation (R-3.2) w­-0.87" painted aluminum flashing 2" rigid insulation over waterproofing (19" min) ALTERNATE: TYPICAL f-11 SECTION THRU EXTERIOR WALL @ EXISTING HOUSE (w/ Progressive Foam) FIN, FL. 9 STUD WALL WI EXTERIOR SHEATHING 0 CONT. FLASHING OVER NEW LEDGER �211 1r011 1'-O« 1rO11 1rQ„ 1rO" N � LEDGER cater . 1,' = 1, O" E (N) 2" X 10" PRESSURE TREATED (SOUTHERN PINE) LEDGER BOARD STAGGER BOLTED TO WALL AT 12" O. C. WITH 314" DIAMETER LAG BOLTS. ,(N) 2" X 10" PRESSURE / TREATED (SOUTHERN PINE) 1 LEDGER BOARD 11 j� 1, 0„ 11 1, 0„ ;X7,25LVL I SIDE OF EXISTING PROPOSED 2 X 10 COLLAR TIES - FASTENED @ `R` EACH SIDE WI (3) 112" DIA. INTERIOR NEW THRU BOLTS FLOOR FRAMING DECK JOIST 0 '---(N) SIMPSON STRONG -TIE DTT1Z TO BE INSTALLED ATA MIN. OF 4 LOCATIONS, EVENLY DISTRIBUTED ALONG DECK. PLACEATLEAST ONE WITHIN 2'--0" OF EACH END OF LEDGER. INSTALL PER MFGR, SPECIFICATIONS. (N) JOIST HANGER - SIMPSON STRONG -TIE LU210 INSTALLED AS PER MFGR'S SPECIFICATIONS (N) 2" X 10" PRESSURE TREATED (SOUTHERN PINE) LEDGER BOARD STAGGER BOLTED TO WALL AT 12" O. C. WITH 314" DIAMETER LAG BOLTS. DECK ATTACHMENT DETAIL Scale.. 3" = 1 `--0" 1 '-0„ 1 `_off 1 ` 0„ .. . TRAY SECTION Scale: 114" = 1 `-0" 2X6@16" SHEATHING INSULATION SHEETROCK ROOFING MAT'L = 1.9#ISF = 2.0#ISF = 2.0#ISF = 2.5#ISF = 10.0#ISF = 18.4 #ISF LL SNOW I LL = 35.0 #ISF = 35.0#ISF+18.4#ISF = 53.4 #/SF >ON H2.5A SECTION 3H NEW LVL AT SIDES OF iING 2 X 6 #4 STEEL INF. ,--(N) DRIVEWAY -----(N) ST DOWEL SET IN (E) WALL @24" O.C. `—EXISTING 10" CONC. WALL 00 11*1 W,A M'JArwj'mmx= , TAMM wAilm MASTER BEDROOM SECTION 11111110'—scale: ALIGN TOP OF PLATE WITH TOP OF WALL USE SIKA REPAIR 223 TO REPAIR CONCRETE - PROVIDE FORMING FOR CONTAINMENT UNTIL CURED (N) S.S. 314- DIA.- EPDXY SET BOLT (DEPTH 3-314') AT 6- O.C. TYP 3" EDGE DISTANCE -- L6" MINI WRIM 11 V 114" THICK A36 -EL PLATE I *DECK STORAGE NOT TO EXCEDE 20lbs Sq1 Ft "-I- GARAGE STORAGE FRAMING Scale: 3116" = 1 `-O" UAH 1L)/V Scale_ �3116�"=V-�O"�� QL LL 2 X 6 @ 16- = 1.9#ISF SNOW ILL = 35.0#ISF SHEATHING = 2,0#ISF INSULATION = 2.0#1SF SHEETROCK = 2.5#ISF ROOFING MAIL = 10.0#ISF = 18.4 #ISF TOTAL LOAD = 35.0 # I SF + 18.4 # I SF = 53.4 # / SF MEMBER SIZE Sx MEMBER SIZE LVL Sx 2 X 6 = 6.89 in3 1.75 x 7,25 = 22 in3 4 2 X8 = 13.14 in3 3.5 x 9,25 = 50 in3 2XI0 = 21.39 in3 2X 12 = 31.64 in3 LVL = Fb = 2.9 ksi 2.9 ksi = (5.3 K-Ft) (12'YFt) 3 E = 2.0x 106 psi Sx = Sx reqd = 21,93 in. reqd - LVL Ell AW A& AIL •• I' le AE a � � • 00 RY TI ON ;E NEW NATIVE PLANTING BUFFER PI & P2 IMPERVIOUS MITIGATION NATIVE PLANTING BUFFER ALONG WATER COURSE - 1,200 SQ FT. EXISTING BAMBOO WILL BE REMOVED. P1 AREA CONSISTS OF MOSTLY NATIVE SHRUBS & PERENNIALS. P1a CERCIS CANADENSIS 'FOREST PANSY'- REDBUD TREE - QUANT - 2 P1b HYDRANGEA QUERCIFOLIA'SNOW QUEEN'- OAKLEAF HYDRANGEA - QUANT - 8 Pic HYDRANGEA ARBORESCENS 'ANNABELLE' - SMOOTH HYDRANGEA - QUANT - 8 P1d RHODODENDRON PJM - QUANT - 7 ® Pie ACTAEA (CIMICIFUGA) RACEMOSA' HILLSIDE BLACK BEAUTY'- BLACK COHOSH - QUANT -17 o P1f TIARELLA CORDIFOLIA'SPRING SYMPHONY' - FOAMFLOWER - QUANT - 21 P2 AREA CONSISTS OF LOW GROWING NATIVE PERENNIALS. P2a FOTHERGILLA GARDENII - DWARF FOTHERGILLA - QUANT - 14 • P2b PHLOX STOLONIFERA'BRUCE'S WHITE'- CREEPING PHLOX - QUANT - 12 PACKERA AUREA - GOLDEN GROUNDSEL - QUANT - 7 • P2c ECHINACEA PURPUREA'KIM'S KNEE HIGH'- PURPLE CONE FLOWER - QUANT - 15 • P2d ARUNCUS DIOCUS - GOATSBEARD - QUANT - 7 NT1 QUERCUS PALUSTRIS - PIN OAK - QUANT. 2 NT2 CORNUS FLORIDA - NATIVE FLOWERING DOGWOOD - QUANT. 3 ONT3 BETULA NIGRA'HERITAGE' - RIVER BIRCH - QUANT - 8 Q)NT4 MAGNOLIA ACUMINATA 'ANN' - MAGNOLIA - QUANT - 3 Q)NT5 NEW TREES TO BLOCK AUTO HEADLIGHTS AT CARPORT FROM NEIGHBOR'S SECOND STORY WINDOWS. ONT5a THUJA OCCIDENTALIS 'EMERALD' - AMERICAN ARBORVITAE - QUANT - 3 GNT5b MYRICA PENNSYLVANICA - BAYBERRY - QUANT - 3 + 4 OR •• r 1 r HOLLY r 1 r 7XISTING TREES BEING REMOVED XT1 T1 - 12"PINE )�T2 T2 - 26" TREE XT3 T3 - 18" PINE )T4 T4 - 18" PINE XT5 T5 -14" TREE XT6 T6 - 26" TREE NOTES PLANTING OF TREES SHALL FOLLOW THE VILLAGE OF RYE SITE PLAN PREPARED BY BROOK 235 ATTACHMENT 1 NADERMAN LAND PLANNI PC APPENDIX. MAPINEERING PREPARED SEPTEMI SECTIONS 1 - PLANTING GUIDELINES FOR TREES & SHRUBS 2017 - MODIFIED JAN 2, 2C SECTION 2 - TREE PROTECTION GUIDELINES. TAX MA 135.67 - BLOCK/' �_6 err J A91- LANDSCAPE & MITIGATION ' >, • 0 NORTH RIDGE RYE 'w•i ARCHITECT ASCHER & ASSOCIATES 87 MILL RIVER ROAD SOUTH! •1 • •' 1 DESIGNLANDSCAPE •w•l ARCHITECTS 1 w• A. , w w 1 / 1 LEED AP 91 1 w ROAD . POUND RIDGE, 10576 • , s, , • CELL: 203-273-7171 2 11-3-181 Add specific quantities of plantings etc 1 12-14 Revise driveway, plantings etc REV. DATE COMMENTS ISSUE DRAWING TITLE LANDSCAPE MITIGATION PLAN DRAWING NUMBER SOIL LEGEND �`~-- t Paxton fine sandy loam 3-8% slope -- NOTE: SOILS SHOWN BASED UPON THE USDA NATIONAL COOPERATIVE SOIL SURVEY, ENTIRE SITE IS MAPPED AS PnB SOILS. - f ` _-- ,X PROP: DECK OVER 1 EXISTING PATIO _ .ti _ � . "". ,r PARTIAL PATIO T6 b N WESTCHESTER CO NTY o 0 SEWER MAIN BE REMOVED 59S t e 9/28 07 ;k yyi ? ' � o CP m 'c1 - { � ANH J mm"" man aP :93.9C Qi/ m i / 70 .r+dR a r One 10, SIDE YARD SILT FENCE CC:TRAr`Y AREAL i/AR O O 04. + 04,5 % Cp PROPOSED INFILTRATION BED, -- 103.25. IN os (2) CULTEC 150XLHD - as `n - C 0 c iR T c PA F r C) 15.00 r: -- 3-;. 5.5 PROP. D.I. WITH / - - - - - -- - - '-- - 1 '':` III 1 :1:. i `s��-- ,�-'•�.��-,�-EMI S �.,-.�. - a}n�: t 04,3a 0 7 D j 1 10 DRY STONE RIP -RAP APRON �q ; TO EXTEND 6' MIN. Q n LIA9 U OF LX & A%ll BEYOND DISCHARGE w - -- Z u Q - = a 35 ACRES T A B T ---,_ APRON SHALL TAPER FROM �- '� Fr TEMPORARY 2' WIDE TO 4' WIDE,'t =rn : CONSTRUCTION O m ---- __, , i 2 -"" �ITRANCE r 01� W r. LL• (e) 4. 0. T n' RIP -RAP APRON - d 9" MIN DISCHARGE 2.6 50-- FROM PIPING FILTER FABRIC UTILITY 7a1t Box POLE ' . T MEET EXISTING DRIVEWAY DETAIL: STONE OUTLET PROTECTION TC: t 1 2.7 TC: 1 1 3.3 C TC: 1 1 3.4 C ' _ . TC I t 3.5 TC: ! 1 3.6 NIS BC: f 1 2.2 BC- 1 1 2,7 BC: 1 1 2.9 BC: 1 1 3.0 BC: 1 1 3. 1 BC: 1 13.2 NORTH RIDGE STREET -PLAN- SCALE: I "= 20' INSTALLATION NOTES 1. STONE SiZE - USE 3" STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY. 3. THICKNESS - NOT LESS THAN SiX (6) INCHES. 4. WIDTH - 12 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCUR, 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. FILTER CLOTH WILL NOT BE REQUIRED ON A SINGLE FAMILY RESIDENCE LOT. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT OF WAY THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT OF WAY MUST BE REMOVED IMMEDIATELY. & WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT OF WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN, �------12MiN. NnDTH --� 3 in. CLEAN STONE X--COIiPAC1ED SI>#3piAl3£ SECTION FILTER FABRIC START AT PAVBENT JU MIN. LLNGIH PLAN STABILIZED CONSTRUCTION ENTRANCE N.T.S. PROPERTY OWNERIAPPLICANT• Deborah Silverman ESTIMATED EARTHWORK < 100 CY CUT <100 CY FILL ALL IMPORTED SOIL MATERIAL MUST MEET CONSTITUENT CONCENTRATION LIMITS FOR "UNRESTRICTED USE" AS DEFINED BY NYSDEC PART 375 AND DER-10 TECHNICAL GUIDANCE DOCUMENTS. GIVEN THE FRACTURED NATURE OF THE ROCK AND PAST CONSTRUCTION OF THE RESIDENCE THE ROCK SHALL BE REMOVED BY CHIPPING AND HAMMERING. BLASiNG IS NOT ANTICIPATED AT THIS TIME. ZONING DATA ZONE: R-10 ONE FAMILY RESIDENCE DISTRICT (10,000 S.F.) REQUIRED EXISTING PROPOSED GARAGE MIN. LOT AREA: 10,000 S.F. 39,200 S.F. same MIN. YARDS: FRONT: 39 70' ± 142' ± SIDES: I U/25 23.7 ± / 25.6± 21.87' ± / 82' ± REAR: 39 52.9T t 49' ± MAX. GROSS FLOOR AREA: 6,029 S.F. 5,517 S.F. 5,517 S.F. HEIGHT/SETBACK FRONT: 0.08 0.08 0.80 RATIO: SIDES: 0.66 0.61 2.40 LOT AREA MAIN BLDG: 20% 2,936 S.F, = 7.576 3,549 S.F. = 9.1% COVERAGE: ACCESSORY BLDG: 4.5% 676 S.F. = 1.7% 0 S.F. = 0% DECK: 3.5% 134 S.F. = 0.3% 308 S.F. = 0.8% IMPERVIOUS TOTAL: 11,021 S.F. 8,242 S.F. 8,568 S.F. COVERAGE RATIO: FRONT: (4,959 S.F.) 45% (41834 S.F.) 43.9% (5,211S.F.) 47.3% SITE LOCATION: 90 North Ridge Street, Village of Rye Brook, NY 10573 TAX MAP DESIGNATION: SEC: 135.67 BLK. i LOT 43 GENERAL NOTES 1. Existing property and site features based upon a map prepared by Aristotle Bournazos, P.C., entMed'Topograpic Survey of a portion of Tax Lot No 43, Block 1, Section 135.067 as shown on the Official Tax Assessemant Maps of the VIlage of Rye Brook, Town of Rye, Westchester County, New York, last dated July 21, 2017 Sediment & Erosion Control Notes Ali erosion and sediment control measures shall be in conformance with the New York State Manual for Erosion Control: The town may require additional erosion control measures if deemed appropriate to mitigate siltation or erosion of disturbed soils. Erosion control measures shall be installed prior to the start of construction within a specific work area. The contractor shall be CULTEC HVLV FC-24 responsible for the ►Tiaintenance andlor replacement of control FEED CONNECTOR 1 - 2 INCH DIA. WASHED, WHERE SPECIFIED CRUSHED STONE measures as throughoutre uired the duration of construction. q 4 OZ. NON -WOVEN FILTER FABRIC RECHARGER 150XLHD AROUND STONE. TOP AND SIDES AN erosion controls shall be inspected immediately after a rainfall event HEAVY DUTY CHAMBER PAVEMENT 95% COMPACTED FILL MANDATORY. and on a weekly basis. Any damaged controls shall be immediately repaired or replaced as required � Z'�'-' - ff any disturbed areas are to remain idle far a period of seven [?) days 4 ` 8.0" [203 mm] MIN. 1 A" [356 mmIMIN. or more the area shall be temporarily stabilized with temporary y 12 0' [3.65 m] MAX. 6.0" [152 men] MIN. seeding and mulching. Upon completion of construction, all temporary erosion control 18.5" [470 mm] measures shall be removed and the drainage facilities shall be. completely cleaned of sediments and debris. 6.0" [152 mm] MIN. Tree protection shalt be provided for any significant free to remain within 15' of the work area. The free protection shall be installed k generally at the drip line of the free. CULTEC NO.20L POLYETHYLENE LINER TO BE PLACED BENEATH 12.0" [305 mm] MIN. 33.0" [838mm] 39.0" 1991 mm] HVLV FC-24 FEED CONNECTORS Construction Sequence WHEN UTILIZING INTERNAL MANIFOLD The following describes the construction sequence for the proposed DESIGN ENGINEER RESPONSIBLE FOR construction. ENSURING THE REQUIRED BEARING CAPACITY OF SUB -GRADE SOiLS (TYP.) Using surveyors flagging indicate in the field the proposed limits of disturbance corresponding to the clearing and grading limit tine. GENERAL NOTES RECHARGER 150XLHD BY CULTEC, INC. OF BROOKFIELD, CT. 1. Install sift fencing and other erosion control measures for the STORAGE PROVIDED = 4.89 CF/FT (0.45 M3/M) PER DESIGN UNiT. ALL RECHARGER 150XLHD HEAVY DUTY UNITS ARE MARKED WITH construction of the 'douse and driveway as shown on the plan. REFER TO CULTEC, INC.'S CURRENT RECOMMENDED INSTALLATION A COLORED STRIPE FORMED INTO THE PART ALONG THE LENGTH 2. Provide an anti -tracking pad j"stab►lized construction entrance') in GUIDELINES. OF THE CHAMBER. MAXIMUM ALLOWED COVER OVER TOP OF UNIT SHALL BE 17(165m) ALL RECHARGER 150XLHD CHAMBERS MUST BE INSTALLED IN the location shown on the plan and maintain it through the course of THE CHAMBER WILL BE DESIGNED TO WITHSTAND TRAFFIC LOADS ACCORDANCE VVITH ALL APPLICABLE LOCAL, STATE AND FEDERAL construction. WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED REGULATIONS. 3. Clear existing vegetation within the HmNs of disturbance for the INSTALLATION INSTRUCTIONS. property. Chip all brush and frees that are removed for later use as mulch or haul off site and dispose of properly. Grub the root system and stumps of the cleared vegetation and dispose of off -site. CULTEC RECHARGER 150XLHD HEAVY DUTY TYPICAL CROSS SECTION Install the infiltration chambers in accordance with the details on the design design plan and the manufacturer's specifications. N.T.S 5. Strip topsoil from the work area and stockpile for later use. Install silt fence around perimeter of soil stockpile in accordance with the design plans. 6. Rough grade within the limits of disturbance of the to establish the subbase grade. Place crushed stone base layer for the driveway. ATTACH FILTER FABRIC Proceed with the construction of the residence, utilities and drainage TO POSTS structures. 7. install the storm drainage system that is to discharge into stormwater C O.C. management facilities (Drain Inlets, and infiltration systems) from the lowest to the highest grade. At each field inlet, install the inlet protection controls and maintain them until finished grades have been established and stabilized. 8. Excavated material from Trenching for the stormwater drainage POSTS: STEEL EITHER "T" OR "U" system shall be temporarily stockpiled on the high side of excavation so TYPE OR 2" HARDWOOD runoff Is directed away from the trenches. FENCE: WOVEN WIRE, 14 1 9. When the finished grade is achieved In the french, place crushed N 6" MAX. MESH OPENINGG �' M FILTER CLOTH: FILTER X, MARAR aggregate to achieve subbase grade for the proposed driveway, 1 OOX, STABILINKA T140N followed by top course of pavement OR APPROVED EQUAL. 10. Remove temporary erosion control measures only after site PREFABRICATED UNIT. GEOFAB FLOW 4:' stabilization takes place. ENVIROFENCE, OR APPROVED EQUAL. Inspection and Maintenance Schedule during Construction NOTE: The following delineates the maintenance that is required for the temporary erosion and sediment control measures and permanent 1. FILTER FABRIC To BE MIRIFI 100x As MANUFACTURED BY MIRIFI INC. OR APPROVED measures specified on the design plans. For the purpose of this section, EQUAL. T 2' immediately shall be by end of working day. 2. PREASSEMBLED SECTIONS SUCH AS ENVIRONFENCE Silt Fence AS MANUFACTURED BY MIRIFI OR APPROVED EQUAL LAY FABRIC IN 6' X 6" TRENCH ARE ACCEPTABLE. Inspect Sill fence immediate /AS p /y prior to any major storms and after each BACKFILL WITH 1 /2" GRAVEL significant rainfall event, and at least daily during a prolonged rainfall event.. All necessary repairs are to be made immediately. Inspection 11 D ETA i L : -JILT FENCE- N C for physical damage shall be made weekly. M fifter fabric shows signs N.T.S. of decomposing or. fs damaged it shall be repaired/replaced CONSTRUCTION NOTES FOR FABRICATED SILT FENCE immediately. 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS inlet Protection WITH WIRE TIES OR STAPLES. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE Inspection shall occur prior to any major storms and after each FENCE WITH TIES SPACED EVERY 24" AT TOP OF MiD SECTION. signfcant rainfall event, and on a regular weekly basis. Maintenance 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER shotl include replacement of gravel and the side slopes around the THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. basin. Sediment shall be removed when the accumulations equals a 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP iN THE SILT FENCE. depth of 12" inside of the basin. Soil Stockpiling Stockpiles and fill areas shall be inspected at least weekly for signs of erosion. Reseed and mulch as necessary to maintain a vegetative cover. Stabilized Construction Entrance Maintenance includes periodic top dressing with additional stone. All sediment spitted, dropped or washed into the public right-of-way must STANDARD CAST IRON HOOD =Q be removed immediately. STAINLESS STEEL HOOKS Regular inspection after significant rainfall events and heavy traffic use �- Slope to Drain FOR CATCH BASINS M of the entrance shall be performs . NDS Square Po[ylefin With U.V. Inhibitor I Cast Iron / Galvanized Steel Grate or approved equal NDS 6" Riser if Required or approved equal Backfil[ with Compacted Soil NDS 9", 12", or 18" Square Catch Basin or approved equal NDS Universal Outlet or approved equal Sewer and Drain Pipe invert Elevation Crushed Stone NDS SQUARE GRATE WITH NDS SQUARE CATCH BASIN NOT TO SCALE DETAIL: YARD DRAIN N.T.S. APPROx. s DRIVEWAY DRAIN CAMPBELL PATTERN 1365A I- - 14 ---.I ; '�- ��� (SQUARE FLANGE) OR APPROVED EQUAL 12 ra1a. 27 fit OUT PLAN LEr PIPE ' t i + r i CAMPBELL FOUNDRY (SQUARE FLANGE) OR I APPROVED EQUAL ELVARIES r i ZCrSQ. i 6'PRECAST CONC. STRUCTURE L 1 i i CLASS B CONC. EL.VARIES BASE (3000 LB.) 18"SUMP PATTERN NUMBER 2564 -T6"CRUSHED STONE OR DETAIL: HOODED OUTLET GRAVEL BEDDING HOODED OUTLET TO BE PROVIDED WITHIN D.I. WHERE SECTION INDICATED ON THIS PLAN, DETAIL: DRIVEWAY DRAIN N.T.S. N.T.S. i UNAUTHORIZED ALTERATIONS AND ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209(2) OF THE NEW YORK STATE EDUCATION LAW. i. T vo CRAWFORD PARK �£•u =z< 3 t ,a w 6- •"� 93t} tf t 1 C 1TE F, HYLA: r 4 �� 0A 1 ' �yr _- jv f a ;4. LOCAT`I O N MAP 3 REV. PER COMMENTS 1/3/1 E 2 ADD DRAINAGE 1 2/27 1 REV. DRIVEWAY 1 1 /2 1 No. Revision/Issue Date (L Z iW �Z_n V W ZZ 37 z_ Z Z WI n (L O"t CCTV O LO LO U LO N C --I- N ` E 'Alt Q} (D (3 V i 0 0, v 00 Ln i C O •--- (N N SILVERMAN RESIDENCE 90 NORTH RIDGE ROAD TOWN OF -•• - Co., RESIDENTIAL SITE PLAN 5933 Date 9/21/17 Scale. SHOWN