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HomeMy WebLinkAboutBP20-254PERMIT 4*b cn OJ54 DATE: EXP: SECTION �0��1. 0� BLOCK I fL-O�T TYPE OF WORK L-11,fC1 I I ZP, i���.i i� P. if'.VCITc CONl TCO # FEE DATE INSPECTION RECORD DATE Foe�rG 5 ��-- FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING C7 RGH PLUMBING GAS SPRINKLER ELECTRIC LOW -VOLT C ALARM C AS BUILT C FINAL / 1 ` l /" ( 10"t"25 OTHER APPROVALS � AR6 QVC/I1[ 80T PB ZBA OTHER LIST OF DRAWINGS _ PROPERTY •• .. .. ____ PAGE DWG CATEGORY TITLFJDESCRIPTION LINE- - _,., .-P. - x- _ ,.�-� [ EXIST'G POURED t8"GONG, - 9 1 A-100 EXTERIOR PLAN ZONING INFORMATION,GENERAL NOTES&ABBREVIATIONS RETAINING WALL t T-6"A.G. PLOT PLAN,SITE PLAN&DETAILS I I 23'-l" ZONING SUMMARY I I 1 to FILE COPY 5 4"DIA.STL.POST(TYP.) I 10 W/CONC.CASSON PILING COUNTY;WESTCHESTFR TOWN:VILLAGE OF RYE BROOK ADDRESS;11 WINDING WOOD RD N i - TAX MAP SECTION:7 BLOCK:1 LOT;6 ZONING DISTRICT:R•15 SINGLE FAMILY RESIDENCE " t8"CMU BLOCK WALL L W/CEMENT PARGE NO CHANGE TO USE OR OCCUPANCY THIS APPLICATION I HEAVILY WOODED AREA STEEP GRADE + 1,-9„�. 5'-7" 13'J 1/2" ARCHFFECT STATEMENT OF RECORD I I GIRDER BEAM CONCRETE PAD TO THE BEST OF MY KNOWLEDGE,INFORMATION AND BELIEF,THE PROPOSED RENOVATION WORK IS I I II 11'-1" DESIGN AND SHALL BE PERFORMED AND CONFORM WITH THE 2020 NYS RESIDENTIAL CODE,THE CITY LOOSE GRAVEL OF NEW ROCHELLE MUNICIPAL CODE AND ALLAPPUCABLE RULES AND REGULATIONS,AND SHALL NOT I i II If —{- CONFLICT WITH ANY OTHER APPLICABLE LAWS. 6 EXIST G RAISED WOOD DECK >` ILOWER REAR YARD < I - 1Q 1ST FL.AREA=253 S.F. Exlsrc WOOD o v = STAIR S / 11 WINDING WOOD RD N I - I �+ 129.62•i-6 - o i f AREA OF WORK I - Fn 4� / i EXTERIOR REAR DECK 4°DIA.STL.POST(TYP.) DIP W/CONC.CASSON PILING_--._. _REAR YARD SETBACK_- --_-_.------_-_- __.� MEP ENGINEER57 p„ LINE OF DECK ABOVE 0 6 ""., L"• I REAR YARD y I �8'-107/8" 23'-4" b. .. f �5 w1 p AREA OF EXISTING WORK -,..W RAISED WOODEN DECK } PERMITS#G� 00 I WnQfa EXIST'G CONCRE E SELL# - , n RET,WALL=25 S F. Z DATE APPR D EXISTING-FOUNDATION PLAN 10 t.`.. - t • t8'THK,CONCRETE I. ,s "• r i,_}d 1! REF.WALL=25 S.F. 24'-4" I �I`8'-70' 100 Scale:1/4"=1'-0" 1= I I I a � ! —•—.—, --- BUILDING INSPECT ,Village o Rye Brook,NY trt �,.�.,.•. P 1 c ° I I I 22'-5„ 10 i i LOOSE GRAVEL Y ,0 j _ I.--� 31'-2"DECK 17'i 1" - .�s.Ke• - "°""`"` - I - EXISTING I 17'-11" t 4'-6" t8"CMU BLOCK WALL I 00 YARD ^ I CONC.PATIO, `^ W/CEMENT FARCE 01 1 PLOT PLAN-RYE BROOK,NY 490 SF i =239 SF ILL 0 ;z U o 7 00 Scale:1/8"=V-0" ( °i M WOOD DECK "'STAIR P 7,4„ CONCRETE PAD 0: II v I v 253 SF N I 4— I I I _ 9 GRADE UNDER O GENERAL NOTES: 30'-10"DECK 6'-2" 4 STOOP I _ BASE OF STAIR. N ^'-6 1/2" 17'-10" L'-70" I t 39"HIGH GUARD RAIL 11 1 L a 1.ALL WORK:ALL WORK PREVIOUSLY PERFORMED AT THIS SITE SHALL CONFORM TO THE CODE REQUIREMENTS 21-3 3 SIDES OF DECK N h OF THE LOCAL MUNICIPAL LAWS ATTHE TIME OF CONSTRUCFION.THE WORK SHALL MEET ANY OTHER ? 23'-6" i I8-3 I W p GOVERNING REQUIREMENTS,WHETHER OR NOT SPECIFIED ON THE DRAWINGS. EXIST'G CONCRETE .- THERE ISTO BE NO DEVIATION FROM APPROVED PLANS FILED WITH THE DEPARTMENT OF BUILDINGS. '^ RET.WALL=13 S.F. EXISTING Q Z p I EXIST'G RAISED WOOD DECK WOOD STAIR 2,EXISTING CONDITIONS:HAVE BEEN ILLUSTRATED FOR GENERAL REFERENCE.THE ARCHITECT SHALL NOT BE A20'-0"SETBACK 20'-0"SETBACK "' AREA=253 S.F. HELD RESPONSIBLE FOR ANY PRIOR WORK AT THIS SITE NOR ANY CONSTRUCTION MEANS OR METHODS Y I r��^♦♦ PERFORMED TO CONSTRUCTTHE WORK THAT IS CURRENTLY BEING LEGALIZED m O 6'-0'� I 1-FAM/1STORY I' � � 3 Ice 3.RECORD DRAWINGS:ARCHITECT'S DRAWINGS AND CONSTRUCTION NOTES ARE COMPLEMENTARY,AND 20'-10" 1.680 S.F, ,� SJDE YARD6'-0' _8" uj - o w WHAT IS CALLED FOR BY EITHERSHALL BE BINDING AS IF CALLED FOR BYALL DRAWINGS. SIDE YARD "! < - Q w 4.LICENSES&PERMITS:ALL CONTRACTORS ANDTRADES SHALL BE LICENSED INTHEIR FIELD AND HAVE LICENSES FILED WITH APPROPRIATE NEW YORK STATE AND WESTCHESTER COUNTY AGENCIES. > O w 5.HAZARD PROTECTION:ALL REQUIRED EXITS,WAYS OF APPROACH THERETO,AND WAYS OF TRAVEL FROM THE O Z RESIDENCE TO THE STREET SHALL BE CONTINUOUSLY MAINTAINED FREE FROM ALL OBSTRUCTIONS AND Z 13'-11" '-0" IMPEDIMENTS IN THE USE OF FIRE OR OTHER EMERGENCY.ALL FIRE RATINGS ARE TO BE MAINTAINED. T � I 6.PROJECT SUPERVISION:THE ARCHITECT DID NOT SUPERVISE,DIRECT OR COORDINATE ANY WORK RELATED -- 22'-7„ OPEN Z TO THE ACTUAL WORK PERFORMED ON THIS SITE. PORCH I II j W 7.SOLE RESPONSIBILITY:IS WITH THE OWNER AND CONTRACTOR FOR THE EXECUTION OF THE WORK AND 7 SHALL BE FULLY AND SOLELY RESPONSIBLE FOR THE WORK PERFORMED ON THIS SITE, -__ _ -_ z ._- --------•—. -� I ff N --FRONT YARD SETBACK-- - •—Z- _ O �EXISTING DECK PLAN�1ST FLOOR 0w S.DIMENSIONS: - 100. Scale:1/4"=V-0" Q •o A.ALL DIMENSIONS NOTED AS"FIN"DIMENSION ARE TO BE MEASURED FROM FACE OF FINISHED SURFACES. B.ALL DIMENSIONS FROM EXTERIOR WALLS ARE FROM EXISTING WALL FINISH TO NEW FINISH. ' 9.STRUCTURAL CONDITIONS:THE EXISTING STRUCTURAL CONDITIONS HAVE NOT BEEN REVIEWED,INSPECTED U OR OBSERVED BYTHE ARCHITECT,AND THUS,ANY DETAILS SHOWN OR DESCRIPTIONS PROVIDED ARE ONLY I ASPHALT °' * t III a OFFERED AS A GENERAL INFERENCE OF ANY CONDITIONS SHOWN OR DEFINED ON THIS DRAWINGS. DRIVEWAY `" I - .1 w 10,NOTES&TERMS DEFINED: b o FRONT YARD =725 S.F. x I T$ D "PROVIDE"OR"PROVIDED"IN CONNECTION WITH ANY ITEM SPECIFIED IS INTENDED TO MEAN,UNLESS ,� OTHERWISE NOTED,.THAT SUCH SHALL BE FURNISHED AND INSTALLED,AND CONNECTED WHERE REQUIRED. I "' I • �_ V w `-' IMPERV SURFACES ~ "APPROVED EQUAL,""OTHER APPROVED,""EQUAL TO,""ACCEPTABLE,"OR OTHER GENERAL QUALIFYING w I v rm.,,,�.. � U TERMS ARE USED IN THESE NOTES. n =161 S.F. - B, � � "NO WORK'EXIST'G"DESIGNATIONS INDICATE AN"EXISTING"ITEM OR"EXISTING TO REMAIN"ON DRAWINGS. EX""EXIST" +, INDICATES THERE IS TO BEND DEMOLITION OR CONSTRUCTION WORK. I I w I Z_ ABBREVIATIONS: I �_ & AND EA EACH MTL METAL _ • t. L..--..— ..—.�..— PROPERTY LINE• —.. ® AT(PER) EL,ELEV ELEVATION(S) N NORTH —�"� • '4{ "` _ -.- AC AIR CONDITIONING ELEC ELECTRICAL NIC NOT IN CONTACT ACU AIR CONDITIONING UNIT EQ EQUAL NTS NOT TO SCALE 2 EXISTING SITE PLAN AD) ADJUSTABLE EQUIP EQUIPMENT OC ON CENTER 1 DO Scale:3/32"=1'-0" ^ AFF ABOVE FINISH FLOOR ETC ETCETERA OD OUTSIDE DIAMETER .,i PHASE'DEPT.OF BUILDINGS AHU AIR HANDLER UNIT EX,EXG EXISTING OPP OPPOSITE ALT ALTERNATE EXH EXHAUST OSB ORIENTED-STRAND BOARD "" - $' TITLE:SITE PLAN-WOOD DECK ALUM ALUMINUM EV EXHAUSTVENT OZ OUNCE(S) q AMP(S) AMPERES)[ELECTRICAL) FD FLOOR DRAIN P PLUMBING SCALE:AS NOTED AP ACCESS PANEL FF FINISH FLOOR PG PAINT GRADE APPROX APPROXIMATE FIN FINISH(f5) PL PLATE DATE: 11/04/2020 ARCH ARCHITECTURAL FIXT FIXTURE(5) PLAM PLASTIC LAMINATE AV AUDIONIDEO FL FLOOR PLWD PLYWOOD _.a REVISION DATES: AVG AVERAGE FPSC FIRE-PROOF,SELF-CLOSING POE POLISHED 11l24/2020 BATH BATHROOM FIR FEE RATED PR PAIR 6 SIDE VIEW-EXISTING WOODEN DECK 7 EXISTING DECK-FRAMING&RAILING ' BD BOARD FT FEET PT POINT BKSP BACKSPLASH G GAS PTD PAINTED 100 Scale:NOT TO SCALE 1 OO Scale:NOT TO SCALE 2. BLDG BUILDING GA GAUGE PVC POLYVINYL CHLORIDE / ❑ ■ ❑❑ ❑ BLKG BLOCKING GALV GALVANIZED RA RETURN-AIR _ 3- BOB BOTTOM OF BEAM GC GENERAL CONTRACTOR REF REFRIGERATOR BOC BOTTOM OF CONCRETE FACE CA GROUND-FAULT INTERRUPTER REQ REQUIRED BOIS BOTTOM OF STEEL FACE GWB GYPSUM WALLBOARD REINF REINFORCE(D)(ING) - BOT BOTTOM GYP GYPSUM REV REVISED(REVISION) - CAB CABINETS HC HOLLOW CORE RH RIGHT-HAND -, • .......- CH CEILING HEIGHT HDWD HARDWOOD RHR RIGHT-HAND REVERSE q Cl CAST IRON HORIZ HORIZONTAL RM ROOM y 36'HIGH.RAILING • a L,y b•�- - 'C�R'^DAa��0 C-JT CONTROL101NT HR HOUR RO ROUGH OPENING rE. ,/ cJ NN Kr 'Sf C.L. CENTERLINE HOWRE HARDWARE S SOUTH I ®3 SIDES OF DECK CLG CEILING HVAC HEATING,VENTILATION,AIR SD SHOWER DRAIN I 5 J f _ 4t1P 9 N C7� CUR CLEAR CONDITIONING SIM SIMILAR .,, .,. CMU CONCRETE MASONRY UNIT(S) HW HARDWOOD SP SOUNDPROOFING 17'-11° CO CLEAR OPENING IC INTERCOM SPEC SPECIFICATION 1 3 4"DIA,STL.POST(TYR) COL COLUMN ID IDENTITY SO(Fl) SQUARE(FEET) ip 10 W/CONC.FOOTING I, r--••I I 4*v d CONIC CONCRETE IN INCH(ES) SS STAINLESS STEEL(TYPE 316) Y COND CONDITION JT JOINT STOR STORAGE 2 7'-p" b� = "' a,- „'T 151E,(`° a,�.`�r. y a379�Q 0R1, CD CONTRACT DOCUMENTS LAM LAMINATED) T•B.D. TO BE DESIGNED(DETERMINED) 70 0 CONSTR CONSTRUCTION LAV LAVATORY(SINK) T&G TONGUE&GROOVE - - III) '' Op NE`N ,n - .., ..... CONT CONTINUOUS LEIS POUNDS TH THICK = ' CTC CENTER-TO-CENTER LD LINEAR DIFFUSER(HVAC) TOC TOP OF CONCRETE 5 CU CUBIC LH LEFT-HAND TOS TOP OF STEELCW DC(S) DROPPED TER CEILING(SOFFIT) LHR LEFT-HAND REVERSE TYP TYPICAL T OTHERWISE '���=1 F Illy=ill �',- 'I III=IIII III—IIII=II I —IIII=Ili IIII-IIII Ills-..IIII=IIII I'�-'=1i:I IIII—IIII- EXTERIORWORK II _ -111i illl IIII=1 iI II:' I!II=IIII 'i I=IIII=IIII -1 OFT DETAIL MAS MASONRY VERT VERTICAL(LY) _ — t8"CMU BLOCK WALL /�\ SITE DECK FLAN DIA,0 DIAMETER ( T) MATL MATERLV IAL AGE(ELECTRICAL) VIFO VERIFYSINOFIELDO H E .I '. IIII Ilia—IIII—III-IIII iii III—IIII III .i! .III IIII=IIII IIII'IIIIli IIII.,.,i IIII-IIII_ W/CEMENT FARCE (25 1 UNDERSIDE VIEW-EXISTING WOODEN DECK REARVIEW-EXISTING WOODEN DECK DIM DIMENSION MAX MAXIMUM W WEST (S EXISTING DECK ELEVATION iF=IIII—III,IIII-:i— IIII= 100 Scale:NOT TO SCALE 1 pQ Scale:NOT TO SCALE DISP DISPENSER. MC MEDICINE CABINET W/D WASHER/ORYER 100 Scale;3/16"=1'-0" —— DIV DIVISION MDF MEDIUM DENSITY FIBERBOARD WM WASHING MACHINE EXIST'G POURED t8"CONC. DN DOWN MECH MECHANICAL WC WATER CLOSET(TOILET) RETAINING WALL t 2'-6"A,G. DW DISHWASHER MFG MANUFACTURDED)(ER) WP WATERPROOFING A-100 DWG(S) DRAWING(S) MIN MINIMUM W/&W/O WITH&WITHOUT DWR DRAWER MISC MISCELLANEOUS WT WEIGHT E EAST MO MASONRY OPENING YD(S) YARD(S) 1 OF 1 E NOV 25 2020 BUILf.1ING DE:PA�7P,n,ENT INSTALL SOLID RISER i b- CUT STRINGER BIRD'S • It i f - AT BACK FRACE 11 EACH •/ EYE OFF AND INSTALL INSTALL LUS JOIST HANGER .-.". jt ISC CONNECTOR AT l -�"" WHERE MISSING AT EVERY !J �.� If f-OPEN STAIR RISER r not EACH STRINGER / 4 FLOOR JOIST TO RIM BEAM 1 1 CONNECTION(TYPICAL). t I � w ti E '7 /,. � ( •t 'I fir" wt!" `,',:.p ENGINEER: LUS Joist Hanger LSC Adjustable/LSC Cantilever Stair CANTILEVER STAIR-TOP Stringer Connector (�FLOOR JOISTTO GIRDER BEAM STAIR RISER DETAIL NO7 TO SCALE NOT TO SCALE 8 NOT TO SCALE ff r ' IN Z 1 .., INSTALL H2.5A HURRICANE TIE I co AT EVERY FLOOR JOIST TO � UJ a V a ;q - RIDGE BEAM CONNECTION E k (TYPICAL®ALL CONNECTIONS) ) y _t.x,, H2.5A Hurricane Tie Z o # m N n STAIR POST&STRINGER DETAIL INSTALL RPBZ RETROFIT ! m_ 6 FLOOR JOIST TO RIDGE BEAM W o POST AT BASE OF EACH �- NOT TO SCALE Q NOT TO SCALE yM STAIR POST -` - z � � o y♦ � 3 W W w RPRZ Retrofit RpSt Base � f.. LL INSTALL THDSS SCREW ANCHORS t y;� .1 __ _,.._..,.'; O w _ d WHERE MISSING AT CON'T LENGTH TFtM k/+�� o-SY 5Q;1'ttAt OF LEDGER BEAM STAGGERED + .4{yT; y Stagger O W AS SHOWN IN DETAIL. {- > ;. .t ^,tatty spied tit FT Z Q J 0 F W OoTHDSS Scram Anchor Spacing Detail tar Ledgcf% h ' Led'ger-to-Goatcrete Will Attachment V Z N STAIR POST&STRINGER DETAIL LEDGER BEAM TO WALL _ 2 NOT TO SCALE INSTALL BLOCKING AT Z NOT TO SCALE ALL POST LOCATIONS 5 WHERE FLOOR JOIST '^ IS,NOT ALIGNED �„r�""'�'��,• ' k e+;r,4• BEHIND RAILING POST. D. €J772 _ d to joist IByuul it NO e a 2x8(nnn r' 1 2x8 i nn) deck jolt;;r ®TT2 bink'IoT INSTALL NEW BLOCKING& l !( to blocking S 'DTT2 DECK TENTION TIE' layout AT EACH RAILING POST. _ _ P:1ASE.DEPT.OF BUILDINGS ' DT72 Deck Tonsion Tie '- i1L,CONNECTION DETAILS DTT2 Deck Tension Tie SC4CE AS NOTED _ DATE. 11/21/2020 3 HANDRAIL POST CONNECTION aEVlslon DATES NOT TO SCALE _ a. 30 HIGH WOOD POST CONNECTION DETAIL z' _ DTT2 Attachment of Guardrail 3. Y - v 4. �� INSTALL CONNECTOR' `"�f'� � _ _ �p,ED qqAT 0 k f CH RNER RAILING x POST TURNOED HORIZONTAL N V' TO RIDGE BEAM t { Q 9 n� NTF°31 sio�0 OF NO DJTZ HANDRAIL POST CONNECTION Speed Prongs Positive Angie Dome Nailing Double-Shear Nailing Oraril r 4 NOT TO SCALE Used to tE,in WOOD DECK �.J � Nailing(PAN) 9hYS featLlre C�t.i t Jr:.<i flit: �hP,nail I$installed into flip_. CONNECTION DETAILS position and secure the Prr) k-!fy when wood mail into the joist and Jost and:header.distributing Connector for wrier splitting may OCCUr.and header at a 45 1angle. the ioad through two points and faster Installation. to steed installation. on each joist nail for greater A-101 strength.Double-shear nailing 20F2 TYPICAL NAILING DETAILS inust:be full-length catalog nall..