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HomeMy WebLinkAbout48124-Z o"l. - 7- q• t SS S�) GENERAL NOTES ALL PROJECT NC)TES AND DETAILS SUPERCEDED EY NEW YORK STATE RESIDENTIAL CODE 2020 BUILDING ZONE ORDINANCE BradleDRIYE EPV 13.76 Y OFW MxSON *13.94 1.THE DRAWINGS AND NOTES ARE INTENDED TO BE COMPLETE.SHOULD ANYTHING 32.SEAMLESS ALUMINUM LEADERS ff GUTTERS WITH WHITE BAKED ENAMEL FINISH �j� t ME) ������� Y �+0 R CONSTRUCTION TO MATCH EXISTING. (/(J chitect P CBE OMITTED FROM THE DRAWINGS,NECESSARY TO THE PR PE SO 0 HEREIN DESCRIBED IT SHALL BE THE DUTY OF THE CONTRACTOR ( *14.38 OF THE WORK,H 33.THE NEW WINDOWS SHALL BE MANUFACTURED BY ANDERSEN,IN SIZES AS SHOWN EPV 13.52 ° TO NOTIFY BRADLEY ARCHITECT P.C..THE BUILDER SHALL VISIT THE STE I INFORM WINDOWS SHALL BE SUPPLIED WITH HIGH PERFORMANCE GLAZING,REMOVABLE EPV 14.50 *14.49 EPV 13.87 S[J�J�J rflo TY Architecture Planning BRADLEY ARCHITECT P.C.OF ANY DISCREPANCIES OR FIELD CONDITIONS THAT MAY SNAP N MULLIONS�MANUFACTURER PROVIDED SCREENS.PROVIDE EXTENSION JAMB 0 F F A V E M E N T INTERFERE WITH THE TOTAL COMPLETION OF ALL WORK INCLUDED WITHIN THE AS REQUIRED.THE EXTERIOR COLOR SHALL BE WHITE.WINDOWS TO CONFORM TO o°' *44.89 EDGE R-40 - 1500 MASON DRIVE DeS1gII CONTRACT AND VERIFY ALL CONDITIONS PRIOR TO THE START OF CONSTRUCTION. RES.CODE OF NYS. *�'' EPV 13.99 t 2 ALL MATERIALS,ASSEMBLIES,CONSTRUCTION AND EQUIPMENT SHALL CONFORM 34.THE NEW INTERIOR DOORS SHALL BE FOUR PANEL 13/4'THICK POPLAR DOORS EPV 14.45 o t 11 150.68 _ - *1FND TAX '"' ` � °� 110 North Park Avenue TO THE REGULATIONS OF THE STATE OF THE RESIDENTIAL CODE OF NEW YORK IN SIZES AS INDICATED, ��Q' N7 �� 30 _ - - MON. Rockville Centre,NY 11570 STATE APPLICABLE TO ONE AND TWO FAMILY DWELLINGS AND THE RULES AND 35.ALL INTERIOR WINDOW,DOOR CASINGS AND BASEBOARD SHALL MATCH EXISTING _ _ _ SUBIECT PROPERTY REQUIRED PROVIDID REGULATIONS OF THE MUNICIPAL AUTHORITIES. IN SIZES,STYLES,ETC.ALL TRIM TO BE POPLAR-PAINT GRADE _ _ - Phone- (516) - 85 3.THE ARCHITECT IS NOT RETAINED FOR SITE INSPECTION AND OR OBSERVATION _ � 40,000 SF 29,508.4$F Fax- (516)76644-757507 36.ALL WALLS AND CEILINGS OF THE CONSTRUCTION. THESE DRAWINGS EE SPECIFICATIONS ARE INSTRUMENTS SHALL BE FINISHED WITH 1/2'GYPSUM WALLBOARD. �- USE WATERPROOF TYPE IN AREAS OF MOISTURE TAPE AND SPACLE(3)COATS. jRFND R LOT 1l1H 150 150.68 OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. WALLS WHERE INDICATED SHALL RECEIVE CERAMIC TILE SET IN THIN SET OVER * C 4.DO NOT SCALE THE DRAWINGS,WRITTEN DIMENSIONS SUPERCEDE SCALED 1/2'CEMENT BOARD. W LU Debase M Bradley R.A. DIMENSIONS. 37.NEW SUBFLOORS THROUGHOUT TO BE 3/4'TONGUE AND GROOVE GLUED AND I LOT DEPTH 175' 225.73 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING JOB CCNDITIONS.ANY SCREWED PLYWOOD.FINISHED FLOORS SHALL BE AS NOTED:CERAMIC TILE SET DISCREPANCIES SHALL BE BROUGHT TO THE:ATTENTION OF THE ARCHITECT PRIOR IN 11/4'MND JOB.SPACES AS CALLED FOR SHALL RECEIVE 3/4'X 21/4'SELECTo WTAREA 20.0% 16.6% p ,TTM,g TO PROCEEDING WITH THE WORK. WHITE OAK SET IN DIRECTIONS AS INDICATED.STAIN COLOR TO BE DETERMINED. *14.30 0 y 6.ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL HAVING A MINIMUM BEARING SAND I FINISH WITH THREE COATS OF POLYURETHANE SATIN FINISH.SAND,STAIN 'Q ��PFRONT YARD SETBACK 50.0' 60.21' VALUE OF 3,000 LBS.PER SQUARE FOOT.CHANGES IN FOOTING LEVEL SHALL BE AND REFINISH. `� STEPPED AS REQUIRED. THE ANGLE OF THE:STEP SHALL NOT BE MORE THAN 30° 38.ALL PLUMBING WORK TO BE 1N ACCORDANCE WITH STATE AND LOCAL CODES. W \ TO THE HORIZONTAL. ALL EXTERIOR FOOTINGS AND FOUNDATION SYSTEMS SHALL I FRONT YARD SETBACK 50.0' 57.5' P.ra For EXTEND BELOW THE FROST LINE. ALL EXTERIOR FOOTINGS SHALL BE PLACED AT 39.ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS DRIVEWAY ( REQUIRED BY NYS CODE. LEAST 36'BELOW THE UNDISTURBED GROUND. THE SOIL BEARING CAPACITY IS TO SIDE YARD 15' 517 BE VERIFIED IN THE FIELD BY THE GENERAL CONTRACTOR.THE CONTRACTOR IS TO 40.THE HEATING SYSTEM SHALL CONFORM TO THE REQUIREMENTS OF SEC11ON U_ NOTIFYTHE ARCHITECT OF SUBSTANDARD SOIL BEARING CONDITIONS 781511 OF THE NYS CODE MODIFY THE EXISTING SYSTEM AS REQUIRED TO T.FOOTINGS AND FOUNDATION WALLS SHALL BE PLAN STONE CONCRETE 3,000 P51 ACCOMMODATE ANY NEW CONDITIONED ROOMS. k9 REAR YARD 50' 20,0' MINIMUM AT 28 DAYS UNLESS OTHERWISE SPECIFIED ON THE PLANS. .- Lewis Residenw o Q o 41.THE BATH CABINETRY COUNTERTOPS SHALL BE SUPPLED BY THE OWNERS ff PLANTER COVERED PORCH N = R f •0� 8.ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM TO ASTM 436 WITH 22,000 INSTALLED BY THE CONTRACTOR.ALL FINAL PLUMBING,ELECTRICAL t APPLIANCE � ( o 0 PSI.THE DESIGN,FABRICATION AND ERECTION,OF ALL STRUCTURAL STEEL SHALL BE HOOK-UPS SHALL BE THE RESPONSIBILITY OF THE G.C. 23.5' 19.0' BUS,d� Aria 29t .■F S.f. 8C. IN ACCORDANCE WITH THE LATEST EDITION OF THE A1SC SPECIFICATIONS. PAINT ALL 42 ALL CLOSETS TO RECEIVE 12'DEEP X 3/4'BIRCH VENEER PLYWOOD SHELVES t > I 1322* GARAGE _1322 (0.68 , STEEL WITH ONE SHOP COAT OF RUST INHIBITIVE PAINT I FIELD TOUCH UP EXCEPT HANGER RODS.ALL BIRCH VENEER PLYWOOD SHALL BE EDGED WITH 1'X2'POPLAR w '# " 1 STORY TORY 11.5' 10.0' ' FOR AREAS TO BE WELDED. COLOR TO BE GREY UNLESS OTHERWISE DIRECTED BY ALL EXPOSED SURFACES SHALL RECEIVE ONE COAT OF PRIMER AND TWO COATS 13 1500 M1„ai�C PAINT. �,/n W DRIVEWAY �1 STOI I 1 1, ;9 RY 23 S.f. 1�. C�1tChOgUe, NY 9.THE STRUCTURAL FRAMING IS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS 43.PAINTING SHALL BE UNDER SEPARATE CONTRACT BY THE OWNERS. G.C.SHALL Q 3.67' AMMay &M&MS - 0 S.f. 1.9 OF THE NATIONAL FOREST PRODUCTS ASSOCIATION.UNLESS OTHERWISE NOTED ALL FULLY COORDINATE WITH THE PAINTING CONTRACTOR. 9 �T� FRAMING LUMBER TO BE DOUGLAS FIR OR ANY SPECIES HAVING A FB=875 PSI MINIMUM 44.ROOFING SHALL CONSIST OF THE FOLLOWING:SLATE ROOF SHINGLES,#30 F--�--� I 16.33' Total Lot Occupied . 4,911 s.1 - 16.6% Emma INBENDING. c I PROPOSED �+ ROOFING FELT,3/4 PLYWOOD ROOF SHEATHING,11/2 AIRSPACE BETWEEN UNDER- 10.STRUCTURAL MEMBERS ARE DESIGNED TO RESIST THE FOLLOWING LOADS: SDE OF PLYWOOD 1 TOP OF(NSULA110N,ROOF RAFTERS AND 1/2'GYPSUM BOARD � 2112 STORY STAIR TO R r1 -FLOOR LOADS(EXCEPT BEDROOMS)I_L 40 PSF+DL 15 PSF=55 PSF FINISH IN CATHEDRAL AREAS.INSTALL GAF WEATHER WATCH ICE 6 WATER BARRIER o RESIDENCE BASEMENT -ROOF LOADS(GROUND SNOW LOAD)LL 45 PSF+DL 10 PSF=55 PSFAT ALL EAVES AND VALLEYS.PROPERLY FLASH AT ALL RIDGES,YAL.LEYS,ROOF � -FLOOR LOADS(BEDROOMS ONLY)LL 30 PSF+DL 10 PSF--40 PSF PENETRATIONS AND AT ALL HORIZONTAL TRIMS.INSTALL HIGH QUALITY SEAMLESS, 1157.5' UNDER GROUND L.0 C'�' -FLOOR LOADS(STONE FLOORS)LL 40 PSF+DL 35 PSF--75 PSF HEAVY GAUGE GUTTERS&DOWN SPOUTS IN SIZE ff CONFIGURATION FOR THE ROOF - 0, 0 EXT. O 1 AREA,PITCH,EAVE DETAIL AND WATER COLUMNS.DOWN SPOUTS SHALL TE INTO I D r-�---� 11.ALL FRAMING SHALL BE WESTERN PLATFORM TYPE WITH ALL MEMBERS PROPERLY 1` 5.0 R EXISTING SUBSURFACE DRAINAGE SYSTEM WHERE APPLICABLE PROVIDE SPLASH Q DRAWING LIST I I �r �' f �- BRACED,PLUMB,AND LEVELED TO FORM A RIGID STRUCTURE AND TC INSURE EVEN BLOCKS AT ALL LOCATIONS WHERE DOWN SPOUTS EXIT TO GRADE SURFACE. o N I 60 (51� l r �'' SETTLEMENT AND SHRINKAGE THROUGHOUT. DOUBLE JOISTS UNDER?ARTITIONS 45 THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER CV - REQ 10.0' - I BINNING PARALLEL TO JOISTS AND UNDER BATH FIXTURES RUNNING PARALLEL TO THE DIRECTION OF THE UNDERSIGNED AND TO THE BEST OF THE UNDERSIGNEDS 31.5 9.0 _ - 325 �y M SPAM fl., i JOISTS. o �- GAZEBO o 1 STORY r-- 12 ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS KNOWLEDGE,INFORMATION AND BELIEF MEET THE REQUIREMENTS OF THE NEW O 11, Q _L L L L L 97 a C!� A-1 PROPOSED FOUNDA110N CONSTRUCTION PLAN PROJECT DESIGNER �+ YORK STATE ENERGY CONSERVATION CODE. 970' Q L L L L L L L L L \ �� , \o " "' 't�, z�;t'; AND ALL OTHER REQUIREMENTS OF APPLICABLE U.S.COMMERCIAL STANDARDS FOR N L L COVERED PORCH ABV L L L L L L L L \o p BALCONY ABV.PATIO THE TYPE,GRADE,of SPECIES OF PLYWOOD AND BE SO IDENTIFIED BY AN APPROVED 46.INSTALL METAL SILL�TERMITE SHIELD AT NEW FOUNDATION.INSTALL ADDI- # I L's�_ _�,1 L L L L pATIO L L A-2 '�$� 110I P�akAvt� TESTING AGENCY. 110NAL TERMITE SHIELD AT EXISTING FOUNDATION WHERE NEEDED. I L L L 15,0'_L L L L L L L L L L L L RDcty-"�moNY 11570 13.GLASS IN DOORS,EXITS,SHOWERS,AND BATH TUB ENCLOSURES SHALL BE 50 47.ANY EXISTING FENCING,TREES,SHURBS,LANDSCAPING DAMAGED BY GC AND GC L L l , L L L L L L L L L L L L L L L L ib 29.5' ' LLL LLLLL A3 PROPOSED 2ND FLOOR CONSTRUCTION PLAN (SlySUBCONTRACTOR WILL BE REPLACED BY CONTRACTOR.SIZED,TREATED,CONSTRUCTED OR COMBINED WITH OTHER MATERIALS SO AS TO ft EFFECTIVELY MINIMIZE THE POSSIBILITY OF INJURY TO PERSONS IN THE EVENT THE 482DmimDnft' GLASS IS CRACKED OR BROKEN. GLAZING EXTENDING TO WITHIN 18'OR LESS OF CONNECTION DETAILS o HOT A� mOL)MATI01'� FLOOR LEVEL IN EXTERIOR DOORS SHALL BE TEMPERED GLASS. * 10.0' 12.31 ODER 14.ALL SMOKE ALARMS SHALL BE LISTED 8:INSTALLED IN ACCORDANCE WITH THE p I SEPARATE A-5 PROPOSED REAR(S.)ELEVATION NeOmposd PROVISIONS OF THE RESIDENTIAL CODE OF NEW YORK STATE AND THE HOUSEHOLD " o ' FIRE WARNING PROVISIONS OF NEPA 72. SIMALL FRAMING HARDWARE SHOWN ON THESE PLANS,UNLESS OTHERWISE NOTED SINGLE AND MULTIPLE-STATION SMOKE ARE SIMPSOM STRONG-TIE.NO SUBSTITUTIONS ARE APPROVED OR AUTHORIZED. CV I A$ PROPOSED LEFT(E.)&RIGHT(W.)ELEVATIONS ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE EACH SEPARATE r- o SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS AND ON EACH DUE To THE NATURE OF FRAMING HARDWARE TO THE OTHER COMPONENTS OF Z - ADDmoNAL STORY OF THE DWELLING,INCLUDING BASEMENTS AND CELLARS. THESTRUCTURE.ANY FRAMING HARDWARE SUBSTITUTIONS WILL RENDER THESE ___ -- ----- A-7 PROPOSED ROOF FRAMING PLAN PLANS NULL AND VOID,AND WILL RESULT IN THE INSTALLER/CONTRACTOR _ NEW CONSTRUCTION 15.ALL ELECTRICAL WORK SHALL BE IN AG'CORDANCE WITH THE RE,1IDENTIAL CODE ASSURINGRESPONSIBILITY FOR THE DESIGN AND PERFORMANCE OF THE '�'� "' OF NEW YORK STATE AND ENC. ENTIRE SYSTEM. I a A$ SECTION 1-1 2112 STORY RESIDENCE 16.ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA ALL SPECIFIED FASTENERS TO BE INSTALLED PER INSTRUCTIONS OF THE SIMPSON OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS.THE MINIMUM STRONG TIE WOOD CONSTRUCTION CATALOG.INCORRECT FASTENER QUANTITY, 0I NON-DISTURBANCE A-9 SECTION 2-2 OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA SIZE TYPE,MATERAIL OR FINISH MAY CAUSE THE CONNECTION TO FAIL.16DBUFFER BEING VENTILATED AS PER RESIDENTIAL CODE OF NEW YORK STATE SECTION 8303. FASTENERS SIKERS(9 GAUGE®311 AREUNLCO OTHERWISE SEND CAN NOT BE REPLACED WITH ���'� m A-10 SECTION3-3 17.BATHROOMS,WATER CLOSET COMPARTMENTS,AND OTHER SIMILAR ROOMS ED. PMJ1911 Sed WITHOUT NATURAL VENTILATION SHALL BE PROVIDED WITH A MECHANICAL INSTALL ALL FASTENERS BEFORE LOADING THE CONNECTION. ZONE AREA 11.86* 11.77* I W Ari 1 DOOR WINDOW SCHEDULE&DETAILS VENTILATION SYSTEM. THE MINIMUM VENTILATION RATES SHALL BE 50 CFM FOR JOISTS SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT AND THE GAP o (EL.6') Cn INTERMITTEN VENTILATION OR 20 CFM FOR CONTINUOUS VENTILATION.VENTILATION BETWEEN THE JOIST END THE HEADER SHALL NOT EXCEED 14 PER ASTM TEST I r AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE AS PER STANDARDS. GKkWOOD BULKHEAD A-12 1ST FLOOR WALL BRACING CONSTRUCTION PLAN --- Mml RESIDENTIAL CODE OF NEW YORK STATE SECTION 8303.3. V' FOR HOLD DOWNS.ANCHOR BOLTS NUTS SHOULD BE FINGER TIGHT PLUS 1 T01 @gUpggNg 11.49* -_ 18.BASEMENTS WITH HABITABLE SPACE i EVERY SLEEVING ROOM SHALL HAVE AT TURN WITH WRENCH WITH CONSIDERATION GIVEN TO FUTURE WOOD SHRINKAGE. --_ - 1 57t CARE SHALL BE TAKEN TO NOT OVER TORQUE THE NUT. IN�6PALSL8MMI)ETAIL _-_ - 8.47* W A o OQt 00� W A-13 2ND FLOOR BRACING CONSTRUCTION PLAN LEAST ONE OPERABLE EMERGENCY ESCAPE t RESCUE OPENING. WHERE ESCAPE __--- �} 1 RESCUE OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NO MORE i - A-14 2020 INTERNATIONAL RESIDENTIAL CODE THAN 44 INCHES ABOVE THE FLOOR. AS SUCH OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 S.F.EXCEPT GRADE FLOOR OPENINGS SHALL HAVE A / i E-1 1ST FLOOR REFLECTED CEILING I �A I - MEAN HIGH WATER M � BROADWAT ERS ELECTRICAL MINIMUM NET CLEAR OPENING OF 5.0 SQUARE FEET.THE MINIMUM NET CLEAR AS OF JULY 27,2011 MPIAN ,j °/�o� OPENING WIDTH SHALL BE 20 INCHES AS PEER SECTIONS 8310-8310.1.4. I PER.PECONIC SURVEYORS COVE 2ND FLOOR REFLECTED CEILING I i N E-2 19.OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING ° / � i n ELECTRICAL PLAN SHALL NOT BE PERMITTED.OTHER OPENINGS BETWEEN THE GARAGE✓E RESIDENCE WETLAND SHALL BE EQUIPPED WITH 45 MINUTE FIRE RATEDDOOR ASSEMBLY EQUIPPED WITH A / j j *8.75 - _'11 SELF CLOSING DEVICE AS PER SECTION 8309.1. STA - - / !@w t n RISE hYt!n RAM 20.THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREAS I -' ��U ®I ���� U�1�7 BY HORIZONTAL AND VERTICAL SEPARATIONS ASSEMBLY SHALL HAVE A 3/4 HOUR 016 FIRE RESISTANCE RATING AS PER SECTIONS 830921 AND 83091.2. PA(�11g1DNPRM A�RM SIMITO nJD( �� I / 8.41* 21.THE G.G.SHALL BE RESPONSIBLE FOR THE DEMOLITION,REMOVAL AND DISPOSAL anCIOXlf01��W --�v��!! , i Q� J� i NEW 4'VENT OF EXISTING PORTIONS OF THE RESIDENCE AS REQUIRED FOR THE COMPLETION OF ==I== Ute, w 3FOW R 9 M,,1�ATEU � DLJ o THRU ROOF ROOF THE WORK.ALL DEMOLITION AND DISPOSAL_SHALL BE DONE IN ACCORDANCE WITH LIlB29 ,t 1 }ATO1 LIMO 'ODOR ; / S�� _ _ _ r_ _ _ _ _ THE RULES AND REGULATIONS OF THE LOCAL BUILDING DEPARTMENT. ' ' ���� C3 q.01 Tr T�� i�,, -rq,z _T 7j 42- IIV 22.FLOOR JOISTS SHALL BE SOLD BLOCKED/CROSS BRIDGED AT KD SPAN OR * _ I 1 1 I 1 1 1 1 1 I I I INTERVALS 8'MAXIMUM. <7 *731 I I I NEW I NEW I I I-W I W-W I W I I 23.INSULA110N N THE EXTERIOR WAILS AND CEILINGS OF ALL CONDITIONED SPACES / I T0+6 I �v. Fay. Lay. Fay. W TOILer I WA� SHALL BE FIBERGLASS BATTS,SIZE AS IND'CATED ON DRAWINGS,9H A VAPOR Hismm7m BARRIER ON THE HEATED SDE.PACK ALL SPACES AROUND WINDOWS AND DOORS / �/ sF�t I s�o R r sHo I i Li R I s�R I �,�� 3 7-6-2022 REVISIONS WITH NSULATION. 71 24. CARE SHALL BE TAKEN TO MAINTAIN THE FREE PASSAGE OF AIR BETWEEN i/ 3' 3' 3' )1' 3' 3' 4' 3' 3' 2 126-2022 REVISIONS NSULATION AND ROOF DECK.T MINIMUM AIR SPACE REQUIRED-USE BAFFLES. IES6 ° 1 5-13-1021 CONSTRUCTION DRAWING LMS" E 25.ALL JOIST HANGERS,ETC.,SHALL BE Ali MANUFACTURED BY SIMP80N-7ECO'OR / - EQUAL FOR ALL FLUSH STRUCTURAL CONNECTIONS.INSTALL HURRICANE CLIPS AT > DESCRIPTION ALL SLOPED CEILING CONDITIONS AND AS CALLED FOR IN THE DRAWINGS. cm0mcam / `J >�c o I ►E1 mWI INEW 11'EW 1 Issue revision 26.ALL WINDOW AND DOOR OPENINGS SHALL HAVE STUDS DOUBT ED ON JAMBS. MRAPM PO6TBASB aA�A A(� / a WASH R TOILET I LAY. I � I SK I LAY. To ' SIiTE PDR 27.THE TOP AND BOTTOM EDGES OF JOISTS MAY NOT BE NOTCHED TO EXCEED 2' 2MRW37E MMSMIE H72.7X OR 1/6 OF SEC11ON. - #ABM4 044X SE Q� o s�R 1STRR. MATMME 28.ALL ELECTRICAL WORK SHALL BE PERF-ORMED BY A LICENSED ELECTR1ClAN ff / PLOT PLAN 3' 4' 3' 3' 3' 3' 44, GENERAL NOTES CONFORM TO STATE,LOCAL AND LIPA REQUIREMENTS. � 3 29.THE EXISTING ELECTRICAL SERVICE SHALL BE UPGRADED AS REQUIRED.PROVIDE / SCALE: 1/16' = 1'-0' 4' 1' ��, a' PLOT PLAN THE OWNERS I THE LOCAL MUNICIPALITY WITH A NCBFU CERTIFICATE FOR WORK • . PERFORMED.ALL NEW RECESSED FIXTURES SHALL BE SUPPLED t INSTALLED BY ,/ I THE ELECTRICIAN.ALL OUTLETS L WALL SWITCHES SHALL BE DECORA DESIGNER I HEW ZONING CODE TYPE IN IVORY COLOR,APPLIANCES/FIXTURES PER MANUFACTURES REQUIREMENTS, •: i 4' I SCK PLUMBING DIAL IZAM SHALL BE SUPPLED WITH DEDICATED CIRCUTS.NSTALL LOW VOLTAGE IN LINE / SMOKE DETECTORS WITH BATTERY BACKUP SYSTEM AS SHOWN ON THE PLANS t IN CONFORMITY WITH NYS RESIDENTIAL CODE REQUIREMENTS.ALL EXISTING INTERIOR r E," DRAWNBY CH AND EXTERIOR OUTLETS TO BE TESTED AND REPAIRED AS DEEMED NECESSARY. flOR1tIC an WOOD FLOAMG 3' DATE 3-23-2020 30.NEW EXTERIOR SURFACE AS PER DRAWING.EXISTING STUCCO REPAIRED AND tB.C�lJIR1�1E =RAID DOCK 4SCAM SEALED.EXISTING BRICK WORK RE POINTED. rfixdAT"71 � OZA l Sa1D ELLq U1 �'' FA1 4,XHU CONNECT PROJECPNO. 1014 31.NEW EXTERIOR TRIM AS PER DRAWING,SOFFITS SHALL MATCH EXISTINGAsO CI ' O=Pe'�S�t �, ,, TO EXISTING AND BE SUPPLIED WITH CONTINUOUS SOFFIT VENTING AND INSECT SCREEN. 1� (fit) 01l�Plp DWG.M. 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L _ -- -- - - - 14 4 I I R303.3/M1506 - 4' N I zo 0112' 4'X4'X 114' 2-2X10 HDR 2-2X10 HDR - X10-##D I BOLT STEEL ANGLE DETAIL F- BEAM CONNECTION NONE SCALE b i 4 2 X 10 CLG.JST 0 0112" (3)1314'X 11718' L — — — 016'O.C.ABV. — — BOLT I LVL BEAM - - - - - - - - - - - -- - - - - - - - - - - - -- - - - - - - - - - - - -- - - - - 3rrn LU 11 3 1 7-6-2022 REVISIONS 2-2X10 HDR 2-2X10 HDR 2-2X10 HDR > Z II II 2 2-15-2022 REVISIONS J 1 5-13-2021 CONSTRUCTION DRAWING L5'-9' 51-9' 71-8' 31-8' 7'-2 33' 61-3' 61-3' 3'-3' 7'2 38' 71-8' _ m Dm DES( TON lo TLNo SAG Issue revision BALCONY (9)13/4'Xi1 T15' I� -- LVLBEAM MAWM7ME I 191-0' 16'-6' 6'-0' (3)13/4'X 11718' PROPOSED 73'-6' LVL BEAM 2ND FLOOR CONSTRUCTION PLAN ' 3 2 0 Aa 1110 A9 2ND FLOOR CONSTRUCTION PLANALL CONSTRUCTION ELE TRI PLUMBING w I DRAWNBY CH C C, SCALE: 114' = T-o' &ENERGY SPECIFICATIONS TO COMPLY DATE 3-23-2020 2020 INTERNATIONAL RESIDENTIAL CODE , sCAU 1/4'=1'-0' 0112' 4'X4'X 114' PROJECP N0. 2014 A03 BOLT STEEL ANGLE DWG.NO. C.D. Bradley Architect P.C. AmWWmm 0g & De ign 110 North Park Avenue Rockville Centre,NY 11570 Phone- (516)536-8585 Fax- (516)764-7507 Dwise M Bradley R.A. MMMME Proposed For Lewis Residence -- — — — — — — — — — ---- --- - — — — — — — _ 36-V RIDGE BOARD --- _ 12 10 M=Dt1Ve —1e Cutchogue, NY 129 Ned R epi a—mem.dub I — — -- - CLIENT: - — GAF 40 YR 0.10 ARCH.ASPHALT LewisPidilmm SHINGLE ROOF 150 14mmUn NY — - (516) -- Cam- — 22-T — — TAR- PROJECT DESIGNER: AP.G 110Nac�Pa�Avo�oo EK TRIM(OR EQUAL) RocbMe Ctr,NY 11570 WINDOW HEAD t CASING (516)83"m TYP.OF ALL Coote Dorm Bmft 0 O BOARD ER TYP. ALL p ' '*va Y�W 12 - - --- - - - - - _ EXPOSURE PERFECTION CEDAR SHINGLE 2ND FLR. - NEW CONSTRUCTION _ - 6'CORNER 2112 STORY RESIDENCE BOARD TYP.OF ALL STRUCTURE COLUMN © TYP.OF ALL nom`` -- I I Ij IAI I TV 1STRR. 10.9' f C.O.R.-9.35 -- 0'-0" GRADE7.9f' o� I I I I I I I rl I I L I II L - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - � I T rI I I I I I J r r J L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I PROPOSED FRONT / NORTH ELEVATION 5 7-6-2022 REVISIONS 4 2-15-2022 REVISIONS SCALE: 114' = T-0' 3 12-14-2021 REVISIONS 2 11-23-2021 REVISIONS 1 5-13-2021 CONSTRUCTION DRAWING M 1M DPSCRIPITON Issue revision MATMM PROPOSED FRONT (N.) ELEVATION DBAWNBY CH DATE 3-23-2020 SCAIE 1/4'=1'-0' FRID ECrNO. 2014 Av4 DWc.NO. C.D. Bradley Architect P.C. Architecture Plaim0 & Design 110 North Park Avenue Rockville Centre,NY 11570 Phone - (516) 536-8585 Fax- (516) 764-7507 Denise M Bradley R.A. �craa>a Proposed For T7 Leimis Residence 364r RMBMM 1500 Drive - - Cutchogue, NY _ -12 Repres ' 12 IF Leone 1500 Drive NY (516) L3 -- — - - — — - - — — — 22-V TOP PROJECT DESIGNER: -- BmftAxhhdP.0 110Na+&PAAvm Ram Ct4NY 11570 (516)SIMM CDmieeB� 0 X040 02 1® 19 ®0 LL-Med LL- ftpmd O li O 13-T— 2ND_FLR� NEW CONSTRUCTION 2112 STORY RESIDENCE Prodsm F 7-7 �L-JI �L-jlLLa�)jIST _ R& I t I I I I C.O.R.-8.35 }' Y I I 0'-0" GRADE 7.9 I I I rl I I I I I I I I I I I I I I I I I I I I I IF r , L � L7 I IJ L � - - - - - L - - - - - - - - - - - - - - - - -I- - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - -- - - ---J - - - - - - - - - - - - - - - - - - - - - - - - � 6 7-6-2022 REVISIONS PROPOSED REAR / SOUTH ELEVATION 5 3-29-2022 REVISIONS 4 2-15-2022 REVISIONS SCALE: 114' = T-0' 3 12-14-2021 REVISIONS 2 11-23-2021 REVISIONS 1 5-13-2021 CONSTRUCTION DRAWING m I Un DE3CRMON Issue revision iATME PROPOSED REAR/SOUTH ELEVATION DRAMY CH DUE 3-23-2020 SCAIE 1/4'=1'-0' Pxc�WN0. 2014 A.5 M.NO. C.D. T7 T7 Bradley W RIDGEBOARD ATchitect P.C. - Architecture Planning 12 & Design 6.15 110 North Park Avenue =-� s ' %A1_1 Bradley RIDMW— — — — — — EXHAUSTAIR / \ 1 117'T0314' Architect P.C. FE LT PLYWOOD PAPER SHEATHING / co zo \ ArchitectureWCONY 8 & DCS1gII A10 110 North Park Avenue SEE DETAIL B/DWG A11 Rockville Centre,NY 11570 e�p` � Phone - (516) 536-8585 — — — — — — — � Fax- (516) 764-7507 — - I TYPfCALMVMMAII. iJG111DG M Braffley RA 2X8RP 2XBR.R. 016'O.C. 016'O.C. I W ROLLROOFING AT LEAST 55 LB OR 1116'SHEET NEOPRENE EACHS'NTOE M C, WOOD I � I A 2X8R.R. 2XBRR � DCENTER P owFor 916'Q.C. ®16'O.C. 1ab N o �j Q � I Lewis Residence UNDERLAYMENT END OF STRIP ® OC2O zo 15M MM Drive Ci 2 X 14 RIDGE BOARD 2 X B .R Cutchogue, NY 016'O.C. I 2 X 12 R.R. 2 X 14 RiDGE BOARD W/VENT �� N (j IP1,00R 016'O.C. �� N TOM QAiIBYDEAL CLOT. 2 X 14 RIDGE BOARD W/VENT 2 X 12 R.RyO 'Py NY 016'O.C. 5'EXPOSURE (516) ®16'O.G. PROJECT DESIGNER 11ONadhPakAvem RodM bOr,NY 11570 c�Q — — ".,'..•.•,. . • (516)336. 5 �a �a Cocom Dmi0 C2 Ci v n O N O nWASPROOFR IMMAL NEW CONSTRUCTION 21/2 STORY RESIDENCE 016 0� ( RDGE BQARD ® Y�Q o ql 0 9 RARER I ti 2X6R.R. N 2 X6R.R I I H�RAF %• �, `!^r �n®16'O.C. 016O.C. 016'O.C. 016'Q.G. C) � i 2X888A. 016'O.C. ®16'O.C. v o � Hpm 0 ® — — — — — zo DOUSE RATE N N TYPICAL R ROOF FRAIul1EdG DEU BALCONY PA's WORTAl�ti AlILOW Eta SUPFCM STAMM SMpGAP A8 A9 V9timimm S SPACES�KS A.1rJ O1ATEsIB 1 5-13-2021 CONSTRUCTION DRAWING PROPOSED ROOF FRAMING PLAN IV= Hca. 'DAA DESCRIPTION MT Issue revision aow M• ROOFING-ASPHALT SHINGLES - - FIAMI F2 MAWMTME ROOFING SHALL BE INSTALLED FOR RIS USE IN A 130 MPH WIND ZONE STEP ROOFING SHALL BE INSTALLED iN ACCORDANCE WiTH 2015 iRC VENTVENT F� PERFORMANCE I SPECIFICATIONS TO MEET COMPLIANCE WITH 2045 IRC LINER THA218 H2.5 �� � OR8905.2.4, 8905.2.4.1,8905.2 M TABLE 8905.2.4.1 -CLASS.OF ROOF SHINGLE MTS12 FMQiN ROM LEAVENOTIMS I"t OPAT PROPOSED ROOFING-ICE BARRIER&RLASHINGG , ROOF FRAMING PLAN H10 PRQ6ECr� AS PER 8905.2.7-iCE BARRIERS SHALL COMPLY WITH SEC: 8905.1.2 g�q( j BRICK FORRDM�1S tSp F T THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN TWO LAYERS OF _ — UNDERLAYMENT CEMENTED TOGETHER AND SHALL EXTEND NOT LESS THAN 24'INSIDE THE EXTERIOR WALL LiNE OF THE BUILDING ORU SMW RI,OF MMSIM DRAWNBY CH ',ECR i PMRSTAWSTRZPB BEOMMASSOONAS 1XLEAD FLASHING TO COMPLY WiTH 2015 IRC 8905.4.6 AND THE STANDARDS IN �� � ANDRAFT�R TIRTR MFET DATE 3-23-2020 SOLDERED SEAM TABLE R905.10.3(l THE VALLEY FLASHING SHALL EXTEND NOT LESS THAN R RF 9.4PRI)PEE 1 CHNURAMWOCKM 8"FROM THE CENTERLINE AND SHALL HAVE A SPLASH EB RIB N.L.T. TYPmammMETAIL 10WOOD�PPLATB TYPMPLI'MROINDU AiIATIO MAL AGMSEEM SCAi� 1/4'=1'-0' Av7 3/4"IN HEIGHT AT THE FLOW LME FORM AS PART OF THEE FLASHING I'ROJACrNO. 2014 DWG.NO. C.D. Bradley Architect P.C. Architecture Planning & Design 110 North Park Avenue Rockville Centre,NY 11570 Phone - (516) 536-8585 Fax- (516)764-7507 Denise M Bradley R.A. PMWME Proposed For Lewis Residence (2)TX 14'RIDGE BEAM W/VENT 2'X 14'RIDGE BOARD W/VENT 12'X 4'COLLAR TE 916'O.C. 1� � 2'X 4'COLLAR TE®16'O.C. 12 R-35 BATT INSULATION Cutchogue, NY GAF 40 YR.ARCHITECTURE —16.75 ASPHALT ROOF >n^ GAF 40 YR.ARCH.ASPHALT ROOFING 30#ROOFING FLAT "�J 30#ROOFING FLAT >n^ 3/4'EXTERIOR PLYWOOD �'CJ 3/4'EXTERIOR PLYWOOD TX 12'R.R.W/HURRICANE CLIPS®16'O.C. � • T X 12'R.R.W/HURRICANE CLIPS®16'O.0 R-35 BATF INSULATION - — R-35 BATT INSULATION ' '`x R � >n_ 3/4'PLYWOOD �'CJ - --- TX 10'CLG.JST.1161 O.C. �(�� 3/4'PLYWOOD G7.>��VT. 1/2'GYPSUM BOARD >n_ T X 10'CLG.JST.®16'O.C. Lem v� 1/2'GYPSUM BOARD ISM Mm Dd" 5'ALUMINl�1 GUTTER NY T I Y-FASCIA TRIM -- 5'ALUMINUM GUTTER (Sly VENT SOFFIT �f� 1'BY-FASCIA TRIM -Z�e- - VENT SOFFIT SHINGLE SIDING -- - - - T O PROJECT DESIGNER: 1/2'CDX PLYWOOD SHIfGLE SIDING 110NachPakAv=e TYVEX WRAPTYVEX WRAP 1/2'CDX PLYWOOD 2'X 6'STUDS 01VO.C. pt NY 11570 R-27 BATT INSULATION 2 X 6 STUDS 016 O.C. 5/8'GYPSUM BOARD ( R-2 BAT INSULATION 5/8 GYPSUM BOARD HANDRAIL 040'1 BDRM.1 HALL BDRM.3 1 1 1 1 1 1 1 1 GAF 40 YR.ARCH.ASPHALT ROOFING ROOFING FLAT FLAT ROOF FINISH ff MEMBRANE 2'X 8'LEDGER BOARD W/ %2#XTERIOR PLYWOOD 2'X 8'ACQ CLG.JST.®16'O.C. 1/2'LAG BOLT STAG.®32'O.C. 2'X 6'R.R.W/HURRICANE CLIPS®16'O.C. 3/4'EXTERIOR PLYWOOD DECORATED BOARD � (3)13/4'X 117/8'LVL BEAM (3)13/4'X 117/8'LVL BEAM 2'X 4'COLLAR TE®16'O.C. SEE DETAIL 9/DWG A.11 W/(2)1'STL,PLT. W/(2)1'STL.PLT. 1/2'CDX PLYWOOD DECORATION BOARD 170 2ND FLR. (212'X 10'ACQ BEAM --- (2)2'X 10'ACQ.BEAM NEW CONSTRUCTION 5EE DETAIL 5/DWG A11 � 3 13/4 17/8' _ SEE DETAIL 1/DWG A.11 FLAT ROOF FNSH$MEMBRANE I I LVL BEAM TX 10 CLG.JST.®16'O.c OD 2112 STORY RESIDENCE 7 X F ACQ CLG.JST.®16'O.C. I I R- BBTTBOARD ON 3/4 EXTERIOR PLYWOOD GYPSUM R-30 BATT INSULATION SEE 1/2'GYPSUM DWG A.D I I GUEST SUITE HALL I I WI 8 PLYWOOD 4 FAMILY RM. WI 80117/8'FLR.JST.016'O.G. _ II II o 1/2'GYPSUM BOARD �` 3/4'PLYWOOD I I I I SHINGLE SIDING WI 80117/8'FLR.JST.®16'O.C. v TYVEX WRAP 1/2'GYPSUM BOARD I i 1/2'CDX PLYWOOD R-27 BATT INSULATION _ - - Ell - I - 5/8'GYPSUM BOARD - S'-0' 1STFR 1Q9' STONE TILE FLOORING m I I I I 1 11 1 1 im1m) S T 3 CONCRETE SLAB W/6X6 WWM ° ° MIAMI3 CONCRETEFSOLAB W/6X6 WWM SEE DETAL 5/DWG A.11 SEE DETAIL V Q0R-8m 8'POURED CONCRETE l:.P H 8 POURED CONCRETE FOUNDATIONSEE DETAL ` I'; �< ����\ �� �� ���%� ��i�i .1A UNFINISHED BASNENT � FOUNDATION WALL E t o I,N �i��i��i��ii��i��i���., , ,; - SEE DETAIL 3/4'PLYWOOD W180117/8'FLR.JS }` /�\�/�\�/�\�/� WI 80117/8'FLR.JST.®16'O.C. 3/4'T.PLYWOOD ®16'O.C, _ - - ��%' R-30 BATT INSULATION R t B- 0 BATT INSULATION 1 HR.FIRE RATED CEILING tai ,•:.... .�: .:: . , :.: ,.. INR FIRE RATED CEILING J . .. .. . .t R 8'POURED CONCRETE FOUNDATION WALL SEE DETAIL 1/Al 6'CONCRETE SLAB W/6'X6'WWM 6 MIL.VAPOR BARRIER 4 7-6-20N REVISIONS 3 2-15-2022 REVISIONS 2 11-23-2021 REVISIONSSECTION 1 5-13-2021 CONSTRUCTION DRAWING SCALE: 414' = 1'-0" a I om DP,SCRII'fION Issue revision MATNIM SECTION 1 - I DRAWN BY CH DAZE 3-23-2020 SCAIE1/4'=1'-0' A8 PRO]ECf NO. 2014 • DWG.NO. C.D. Bradley Architect P.C. Amhitechm Planning & Design 110 North Park Avenue Rockville Centre,NY 11570 Phone- (516) 536-8585 Fax- (516) 764-7507 Denise M Bradley R.A. POWME Proposed For Lewis Residence (2)7 X 14'RDGE BOARD W/VENT 2'X 4'COLLAR TiE®16'O.C. 2'X 4'COLLAR TIE e16'O.C. 1500 M Dove R-35 BATT INSULATION I &�� Ctchogue, NY / I I \\ GAF 40 YR.ARCH.ASPHALT ROOFING 30#ROOFING FLAT TX 44'RIDGE BOARD W/VENT 3/4'EXTERIOR PLYWOOD \\ 2'X 12'R.R.W/HURRICANE CLIPS®16'O.C. GAF 40 YR.ARCH.ASPHALT ROOF Il / I I I '� R-35 BATT INSULATION Projed Remitacon 30#ROOFING FLAT I I I I 10 I I I I I I 3/4'EXTERIOR PLYWOOD GAF 40 YR.ARCH.ASPHALT ROOFING I II I T X 12'RK W/HURRICANE CLiPS®16'O.C. I I I I I \ 30#ROOFING FLAT CLIENT: R-35 BATT INSULATIONr— - _ I I I I I I II I I I I I I >n^ I I I I I I I I I \ \ \ 3/4 EXTERIOR PLYWOOD Lewd ReddImm 2X 8'R.R.W/HURRCANE C LiPS(6O.C. 5W �3/SpLYWOOD T616oC. 1X i0'CLG. 2X 4 COLLAR TiE®16 O.C. NY 1/2GYPSUM BOARD 1/2EXTERIOR PLAWOOD (516) 5'ALUMINUMIA III UTTER - 1'BY-FASCIA TRIMTRiM1'BY-FAS( VENT SOFFIT " -- VENT SOFFIT — SHINGLE SiD1NG— — — — — -- — (2)13/4'X 91/2'LVL BEAM T.O. — PROJECT DESIGNER TYVEX WRAP3/4'PLYWOOD 110Kb&PWkAve= 1/2'CDX PLYWOOD I Ii 7 X 10'CLG.JST,e16'O.C. Rodm&Or,NY 11570 2'X 6'STUDS 611VO.C. R-27 BATT INSULATION R-30 BATT INSULATION 5/8'GYPSUM BOARD - 1/2'GYPSUM BOARD �S GAF 40 YR.ARCH.ASPHALT ROOF o I I 30#ROOFING FLAT M.BATH HALL M.BDRM. I ( f SIDING 3/4'EXTERIOR PLYWOOD I I ( TYVEX WRAP 7 X 6'R.R.W/HURRICANE CLIPS 916'O.C. OOD 5'ALUMINUM GUTTER I 1/2'CDX UDS 916' 1 BY-FASCIA TRiM (3)13/LVLIBEAM I i 1'2 6'STUDS UL O.G. R-27 BATT INSULATION VENT SOFFIT 15/8'GYP8UM BOARD — 11-r 2ND FLR. _ --- (zi 1'x 10'Aca BEAM NEW CONSTRUCTION X 41 COLLAR Tc�1b'O.C. (3)4 3 r X fl PL8'LVL BEAM 2 X 8 ROOF FINISH$MEMBRANE 21/2 STORY RESIDENCE 1/2'EXTERiOR PLYWOOD I I 3/4'EXTERIOR PLYWOOD II R-30 BATT INSULATION 3/4'PLYWOOD ( ( I I 1/2'GYPSUM BOARD W180117/6'FLR.JST.®16'O.C. I I 5/8'TYPE'X'GYP.BD. R-30 BATT INSULATION x X 6'STUD VVO.C. PANTRY KITCHEN I DINING AREA4 I 3/4'PLYWOOD Pf ox aSa d (2)1/1'TYPE'X'GYPSUM BOARD o 5/8'TYPE'X'GYP.BD. — W180117/8'FLR.JST.916 O.C. SHINGLE S1DiNG GARAGE (FIRE RATED) 1/2'GYPSUM BOARD I TYVEX WRAP 3/4'PLYWOOD 1/7 CDX PLYWOOD I I L ' 2'X 6'STUDS®16'O.C. I WI 80117/8'FLR.JST.016'O.C. �\ R-27 BATT INSULATION I I R-30 BATT INSULATION —(2)5/8'TYPE'X'GYPSUM BOARD — - — — — — — — — 1 HIL FIRE RATED CEILING — �'-0' — 1STRR 10.5' STONE TLE FLOORING 3 CONCRETE SLAB W/6X6 AIM = ` C.OR-8 ' >:,.r / _ _ SEE DETAL I / 7 7 ; ;,:• ::� E. {: , i d•0' GRADE Z9r r'� ';r`,� % ��� ��\�\\\j\\j�j\\j\\j 1•. \\j\\j\\j\\j�\\j\\j\\j\\j `i::•r `j.•}• :{::�.\/�\\/\\/�\j .� \\j�\j\\\j\\\'� 8 POURED CONCRETE I;t FOUNDATION WALL \ \��\��\��\��\��\��\��\� �`. UTILrrYRM. SEE DETAL I i UNFINISHED BASEMENT \ \ \ •I•� F.I: .n 1:I ` 8'POURED CONCRETE I ` — FOUNDATiONWALL I 1::1 .� {; 8'POURED CONCRETE SEE DETAL 3/DWG A.1 ( i J E I: SEE FOUNDATION WA 1 L _ 6'CONCRETESLAB i - - - - - - - - - - - - - - - - - - - - - - - - - W/6X6 WWM 6'CONCRETE SLAB E MILL VAPOR#;ARRER W/6'X6'AIM 6 MIL VAPOR BARRIER 4 7-6-2022 REVISIONS 3 1-15-2012 REVISIONS 2 11-23-2011 REVISIONS SECTION"T1ON 2 _ 2 1 5-13-2021 CONSTRUCTION DRAWING SCALE: 1/4' = 4'-0' N1 DM DESCRIPTION Issue revision MAVMMU SECTION 2 - 2 DRAWNBY CH DATE 3-23-2020 SCALE 1/4'=1'-0' As9 PROIEff NO. 2044 DWO.N0. CD. Bradley Architect P.C. Architecture Planning & Design 110 North Park Avenue Rockville Centre,NY 11570 Phone - (516) 536-8585 Fax- (516) 764-7507 Denise M Bradley R.A. Proposed For (2)2'X 14'RIDGE BEAM W/VENT Lew, is Residence _ No RIDGE BOARD — — — — — — — — — — — — — — — — — — — — — — 12'X — — GAF 40 YR ARCH.ASPHALT ROOF 4'COLLAR TF-916'O.C. 30#ROOFING FLAT R-35 BATT INSULATION 3/4'EXTERIOR PLYWOOD �� (2)2'X 10'RIDGE BEAM W/VENT 1500 Drivve TX 12 R.R.W/HURRICANE CLIPS 916 O.C. R-35 BATT INSULATION GAF 40 YR.ARCH.ASPHALT ROOFING Cutchogue, NY m m m � m 30#ROOFING FLAT 2'X 10'RIDGE BOARD W/VENT 3/4'EXTERIOR PLYWOOD � 2'X 12'R.R.W/HURRIGANE CLIPS 916'O.C. 2'X 4'COLLAR TIE 916'O.C. R-35 BATT INSULATION R-35 BATT 1NSULQATION GAF 40 YR.ARCH.ASPHALT ROOFING R 30#ROOFING FLAT GAF 40 YR.ARCH.ASPHALT ROOF 3/4'EXTERIOR PLYWOOD 30#ROOFING FLAT CLOT: 3/4'EXTERIOR PLYWOOD R-35$R TT SOA E CLIPS 01b'O.C. L T X 8'R.R.W/HURRICANE CLIPS 916'O.C. G R-35 BATT INSULATION 1ST Ddn -- (413/4 7/8' SHINGLE SIDING NY PLYWOOD LVL BE (51� 2'X 10'CLG.JST.016'O.C. V I/T CDX PLYWOOD 1/2'GYPSUM BOARD (3)13/4'X 91/1' 2'X 6'STUDS 016'O.C. LVL BEAM R-27 BATT INSULATION — _ _ _ 15/8'GYPSUM BOARD — 2Z'-0' T.O PROJECT DESIGNER SHINGLE SIDINGAxh%dP.C. TYVEX WRAP 3/4'PLYWOOD 1/2'CDX PLYWOOD T X 10'CLG.JST.916'O.C. 110NadhPwkAv=e 2'X 6'STUDS 916'O.C. 1/2'GYPSUM BOARD Ptocb to Gr.0NY 11570 R-27 BATT INSULATION (516)MM 5/8'GYPSUM BOARD I I C ist FLAT ROOF FINISH$MEMBRANE 4 1'X 8'ACQ CLG.JST.916'O.G. 3/4'EXTERIOR PLYWOOD I HANDRAIL 9401 HANDRAIL 940' Ned DECORATED BOARD I , f pwJ SEE DETAIL 7/DWG A.11 zo N 5'ALUMINUM GUTTER T BY-FASCIA TRIM _ _ _ _ _ W r 2ND FLR. (3)13/4'X 117/8' (3)13/4'X 117/8' — — — — — (2)1 X 10'AC Q BEAM I LVL BEAM LVL BEAM - SHINGLE SIDING NEW CONSTRUCTION SEE DETAIL 7/DWG A11 I (3113/4'X 117/8'LVL BEAM 1/T2 TYVEX PLYWOOD 21/2 STORY RESIDENCE 3/4'PLYWOOD I I R-27 BATTINSULA11ON WI 80'17/8'FI-R.JST.916'O.C. 5/8'GYPSUM BOARD 1/2'GYPSUM BOARD ( I SHINGLE SIDING o I I I I 4 FOYER GREAT RM. Prox Sod TYVEX WRAP 1/2'COX PLYWOOD I T X 6'STIRS 016'O.C. ( I I STONE TILE FLOORING R-17 BATT INSULATION I 5/8'GYPSUM BOARD ( I T CONCRETE SLAB W/6X6 WWM SEE DETAIL 5/DWG A.11 _ I J TV 1STFLR. STONE TILE FLOORING — �2S �2S z4S a2S a2S ZQS �2S �6 �2S a2S E , 3'CONCRETE SLAB W/6X6 WWM — SEE DETAL 6/A.11 C.OR-8.35 8'POURED CONCRETE \ a`.1' - / .1: 8'POURED CONCRETE _-.— fi;I . \ \ \ \ \ \ \ \ \ \/\/\/\!.�!•���!/�//�//� .,. FOUNDATION WALL \ \\ \\ \\/\\/\\/\/\\/\/ t I`�i�/%/i\�/%/%/i\�/%�%/%!%�//%/���" 'i. SEE DETAIL 5/DWG A.11 FOUNDATION WALL . r�. % �i��\�/\\�/\\�/\\�/\\//\\/ ,I=l. � UNFINISHED BASEMENT \ \ \ \ \ \ \ \ �\ SEE DETAL 7/DWG A.11 //\//\//\//\// 0 i/ / / i 3/4'PLYWOOD 3/4'PLYWOOD / �\i�/i {I' > f >�\ W180117/8'FLR JST.016'O.C. WI 80117/8'FLR.JST.016'O.C. R-30 BATT INSULATION i f,t. R-30 BATT INSULATION 1 R FIRE RATED CEILING i�i. ..: ;.. .; ,..:...:.::: : .: . . .... �.:.. , <. .., f...i HR FIRE RATED CEILING ... 8'POURED CONCRETE FOUNDATION WALL SEE DETAIL 1/A.1 6'CONCRETE SLAB W/6'X6'WWM 6 MIL.VAPOR BARRIER 5 7-6-2022 REVISIONS 4 3-29-2022 REVISIONS 3 2-15-2022 REVISIONS SECTION 3 - 3 2 11-23-2021 REVISIONS 1 5-13-2021 CONSTRUCTION DRAWING SCALE: 4/4' = 1'-0' m I us DBSCRIPTION Issue revision MAVM M SECTION 3 - 3 DRAWNBY CH DATE 3-23-1020 SCALE PROJECTNO. 2014 A* 10 DWG.N0. C.D. DETAIL 4 - CONCRETE STAIRS DETAIL 8 - BALCONY ALL INTERIOR DOORS TO BE 13/4'THICK DOOR SCHEDULE Bradley SCALE:NONE SCALE:NONE QTY. S1Y1�1 TYI� MIP mm 1 4 (2)3'-0'X 8'-0' ENTRY ENTRY - EXTERIOR Architect RC. ROOF FINISH HANDRAIL EPDM GLUED DOWN 2 3 12'-O'X 8'-0' x FRENCH GLIDING PATIO DOOR - EXTERIOR AwhiteCt1'e g RUBBER MEMBRANE 3 4 (2)3'-0'X 8'-0' - FRENCH HINGED PATIO DOOR FURTHER DETAIL REQUIRED - EXTERIOR J�e31 ROOF FINISH EPDM GLUED DOWN 112' OVER INSULATION OTECTION BOARD— 4 2 3'-0'X 8'-0' - FRENCH HINGED PATIO DOOR - EXTERIOR RUBBER MEMBRANE BASE SHEET FLUSHING 5 1 16'-O'X V-0' x PATIO DOOR - EXTERIOR 110 North Park Avenue GRADE 1�INSULATION PROTT�O BOARD WI METAL FLUSHING _ - ao 6 2 3'-6'X 8'-O' FRENCH HINGED PATIO DOOR EXTERIOR Rockville Centre,NY 11570 BASE SHEET FLUSHING SLOPE STRUCTURE 118' 7 1 2'-8'X 8'-0' - SOLID CORE COMPOSITE HINGED DOOR W/GLASS PANEL - EXTERIOR Phone - (516) 536-8585 MIN.PER FOOTTO DRAINS Fax- (516) 764-7507 \X/\\�j v — — — CONCRETEd /\�//� WI METAL FLASHING y4'EXTERIOR PLYWOOD �"QQ� 8 1 2'-8'X7'-0' - TWO GAR GARAGE DOOR - EXTERIOR \/\\/ FOUNDATION WALL \\/\\ SLOPE SPACERS @ 118' BOARD .d \ MIN.PER FOOT TO DRAIN 9 1 2'-6'X 71-0' - 34 HR.FIRE RATED DOOR-SELF CLOSING - FIRE RATED 2"X 8 FLR..JST.@16"O.C. , T,�.wA o \/\\ 344 EXTERIOR PLYWOOD 10 4 2-6 X 7-0 - FRENCH POCKET DOOR - INTERIOR Denise M Bradley R.A. // a ` '° 10' BOARD R-25 BATT INSULATION - \� 7 "G WALL 2"X 8FLR.JST.@I V O.C. WI VAPOR BARRER 11 2 2'-6'X 1'-0' SOLID CORE COMPOSITE POCKET DOOR INTERIOR d A d ' - \/ CLIPS @16'O.C. 11 12 2'-6'X 1'-0' 7 RH/5 SLH SOLID CORE COMPOSITE HINGED DOOR - INTERIOR 10'CONCRETE / / �/ a . .. \ BAR 12'' EXTERIOR PLYWOOD 1@ GYPSUM BOARD PR4d (.TTME t .l \ \ �%\\\/ d° a�' 9 \\/\% BALCONY 13 1 T-6'X T-O' - FRENCH POCKET DOOR - INTERIOR -444-44 • ` � 5-0' \\//\�/ FLASHING 14 5 (2)2'-0'X T-0' - SOLID CORE COMPOSITE HINGED DOOR - INTERIOR //\� 15 4 (2)1'-6'X71-0' - SOLD CORE COMPOSITE HINGED DOOR - INTERIOR P�U�I For GRAVELBE[I �� \j d a a Q d - \X// � FASCIA 16 1 3'-0'X 7'-0' - SOLD CORE COMPOSITE POCKET DOOR - INTERIOR \/ /\\/ 444 as -� o d — — 17 4 3'-0'X T-O' LH SOLD CORE COMPOSITE HINGED DOOR - INTERIOR COMPACTED \\j/\\ a e a — - \\\ RIM BEAM MATERIALS //�/////\ y' d° 18 2 2'-0'X 1'-0' 1 RH/1 LH SOLD CORE COMPOSITE HINGED DOOR - INTERIOR d d d �. d d ..• -. REINFORCED \ ////\\//\\/ : •: / / 49 2 T-0'X 8'-O' x FRENCH SLIDING PATIO DOOR - EXTERIOR Lewis Residence O \ (2)2'X 10"ACQ BEAM (3)1314'X 11718' 20 1 3'-0'X 6'-8' RH 34 HR FIRE RATED DOOR-SELF CLOSING - INTERIOR CONC.STAIR \i�\�// \/ /\ LVLBEAM 4'CONCRETE 2'X 8'LEDGER BOARD 21 4 3'-O'X T-O' RH FRENCH SLIDING PATIO DOOR - EXTERIOR e SLAB COVERED PORCH 1 ST FLOOR Wf1 CGBOLTSTAG. ALL INTERIOR DOORS TO BE 13/4'THICK �'•�'•• �D D DD ` O3 DRAIN � � @ 1500 MM Mvve oR�u Cutchogue, NY WINDOWscHEDULE MW QTY. SITE S�YLENO. TYPE M0 REMAltXS DETAIL 5-COVERED PATIO DETAIL 6 - COVERED PORCH DETAIL 7-COVERED PORCH A 40 T-a X 5'-9' - DOUBLE-HUNG WINDOWS - - �R • SCALE:NONE SCALE: NONE SCALE: NONE B 1 T-0'X 5'-'P - DOUBLE-HUNG WINDOWS - C 5 3'-O'X 5'-5' - DOUBLE-HUNG WINDOWS - - CLQ- D 2 3'-0'X 61-5' - DOUBLE-HUNG WINDOWS - - Lewis Redbu MO M= tw T X 4'CLG.JST.@16'Q.C. E 2 3'-0'X 4'-5' - DOUBLE-HUNG WINDOWS - - NY BALCONY 2ND FLR. ROOF FINISH BALCONY 117 CDX PLYWOOD / F 1 81-10'X 6'-0' - INTERIOR SCREEN PORCH WINDOW(HALL)TBD - - (516) ROOF FINISH ,-;' cmbct- ROOF MEMBRANE BLOCKING ROOF MEMBRANE GAF-CAMELOT H YEAR _ 314'EXTERIOR PLYWOOD 314"EXTERIOR PLYWOODM00000000000000ARCH.ASPHALT SHINGLE G' 2 3'-2'X 5'-5' DOUBLE-HUNG WINDOWS EGRESS 2'X8'ACQ JST @16'O.C. 2'X8'ACQ JST @16'O.C. 308 ROOFING FLAT -- H' 2 3'-2'X 51-5' - DOUBLE-HUNG WINDOWS-TEMPERED GLASS - EGRESS PROJECT DESIGNER SEE DETAIL 910.11 <_ 117 EXTERIOR PLYWOOD 2'X6'R.R.Wl HURRICANE J 1 2'-6'X 4'-9' DOUBLE-HlJ1G WINDOWS - AtP.G ALUMINUM GUTTER X CLIPS @16'O.C.(TYP) _ _ _ 110N&&PWkAv= 1'BYf{l�SCLA TRIM � I( 1 2'-2'X 4'-1' DOUBLE-HUNG WINDOWS � NY 11510 ALUMINUM GUTTER - - L1 1 7'-4'X 6'-11' CUSTOMIZE - - (Sll�S36�BSSS ALUMINUM GUTTER (3)1314'X 11718' BL0gM I ( SIL.U-PLATE 1'BY-FASCIA TRIM I I Sn,U-PLATE GREAT ROOM 2ND LEVEL OF PICTURE WINDOW- TRIM LVL BEAM I I CONNECTION / BLOCKING I I CONNECTION L2 2 3'-6'X 6'-9T CUSTOMIZE TOTAL CUSTOM SIZE:15'-0'X V-11'COMBINATION W/ - - Camp Dam�9 BLOCKING I I STL U-PLATE (2)2'X 10' I I 2X 10'LEDGER / I I CUSTOM ARCH TRANSOM WINDOW I CONNECTION ACQ BEAM I I BOARD W11/7 (2)2'X 10"LAG I I L3 1 15'-0'X 3'-5' CUSTOMIZE �)2'X 10' I I I I @�0 C.AG. / N BEAM I I M� 2 3'-6'X 5'-5' - DOUBLE-HUNG WINDOWS - EGRESS NedpImpInd ACQ BEAM I I _ _ TURNCRAFT I I TURNCRAFT I I N 2 2'-6'X 5'-1' DOUBLE-HUNG WINDOWS - TUWWT i i COVERED PORCH 1 T FLOOR DEC�T10NN _ COVERED DECORUMN ATION COVERED P 1 T-O'(DIA.) - c CLE WINDOWS - DEMn l — — S I I PORCH I I PORCH Q 3 3'-0'X 31-1' - CASEMENT WINDOWS - - f NEW CONSTRUCTION 4'X4'ACQ POST I I C XC ACQ POST I 4'X4 ACQ POST I I I STONE FINISH I I STONE FINISH 2 STORY RESIDENCE I I I I YCONCRETESLAB I ( 3'CONCRETE SLAB 1.VNDOWANDIX,ASSDOOR ASSEMBIJESSHALL,BEANCHOREDTHROUGH 2. EMERGENCY ESCAPEANDRESCUEWINDOWOPENING MUSTCONFORM SIMPSON STRONG I I g3��NRS SLAB TIEMPSON COLUMNTRONG BASES WIrXTWWM TIEMCOLUM i BASES WIrXrWWM THE FRAME OR BYFRAME CLIP,ORTHROUGH THE FLANGE ANCHORS TO RESIDENTIAL CODE OF N.Y.S.R310.1.11R310.11.1R310.1.31R310.1.4 TIE COLUMN BASES I I v r x r wwM CBSQ66,SDS'1 CBSQ66-SDS2 SHALL BE EMBEDDED INTO THE FRAME CONSTRUCTION TO ADEQUATELY CBSQ66-SDS2 =-- • ///� • ° . /// TRANSFER LOAD. 3 IRC TEMPERED GLASS BEL AFF ASTEMPERED GLASS FOR WINDOWS WITHIN D0 2015 RC WATER AS PER sew .�Q O GRADE .i�:J: /BAR1 VI OR : - MIL VAPOR GRADE / / BARRIER \BARRIER 6 MIL. OR\�\ COMPACTED �\ COMPACTED I • \OX •. a.: / . /// // I GRAVEL BED 1 GRAVEL BED p •I \\/\ �COMPACTED_ \\/\\/ �•I. - •.I 4. &BACKFILL �_ -.I °° 3 BACKFILL _ • /\/ GRAVEL BED //\/ 1 .L.. 4MATERIALS Z? MATERIALS I . M I 1 &BACKe1LC BASEMENTZ3 JA 8•coNc;RETE ' :=` , J I : : TER p! 1 FOUNDATION - 8'CONCRETE FOUNDATION 1 FOUNDATION �. 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M / < <H- � � I \ \ \ \ BRACED WALL PANEL ' \ \ \ NEW CONSTRUCTION b r ' ::BlRACEDWALL PANEL::....:.... b 2112 STORY RESIDENCE J1 ..................... / / / I \ \ �- � � � � / / \ \ . Pr"sal m BRACED WALL-E a. BWP-E1 BWP•E2 - I / \ \ I BRACED WALL PANEL BRAC DWALL-C BRACEDINALL-K BWP-C1 BWP-C2 )T-KI Z BWP K1 ■ N I N FV C? m J J J I m . I 3 75 .............................................. o m <r lfillY.\Vi.V.'J.4.RV�J' •• ••' co v � �r o :•:7Vti.TJCVJRk'�::'•?:•': v so '9 ---- ------------- --- m v --- ------------ --- ---- 3 V - - g m CD BRACED�iLL-A12 WP-A WP- 4'0' A J, 14 _ IST FLOOR WALL BRACING CONSTRUCTION PLAN All MATTSIT=110 KALE SCALE: 3/46' : 1-0' 3 3-29-2022 REVISIONS 2 2-15-2022 REVISIONS 1 7-13-2021 CONSTRUCTION DRAWING M DA18 DESCRIPTION ZW ZZW W W W W W W issue revision 6 Q �\ Q CE Q Q ® ® 4 Q- d a a a a d a 9E 9i 9�i MAYMMU W W W W W W W W � L 29 m m m m m m m m FLOOR -V VWALL BRACING ��' 11-af0�-0' 6' 4-0' �' 5L �� 4� CONSTRUCTION PLAN f9-0' 23'-6' BRACEDWALL-D BRACED WALL-B BRACED WALL-A BRACED WALL-K DRAWN BY CH mm 6-11-15 X4W 3/16'=1'-0' As13 N. 2044 IMM C.D. TABLE R602.3(1)-FASTENING SCHEDULE WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND WALL SHEATHING TO FRAMING, TABLE R3011(1) Bradley AND PARTICLEBOARD WALLSHEAnUNGTOHLMG ajMATIC&G CDESIGN V2 DESCRIPTION OF BUILDING ELEMENTS y SPACING " 2 1d FJ14 IM M t 6 12g �NODEsIGH SUFE M M Architect P.C. OF FUER AND LOCATION TM R M A� ME -1 I 6 12g MI 4d Topographic Spec�lwind wfxl. omeow AdDs O I AY07 Awhitecture Manning ROOF 12-11N '�ICOL'JO MILORIM IVIS 6 12 LOAD CA71W T96 TIS. 48dbox�171xa11310r3M .... DESCRIPTION OF BUILDING DESCRIPTION ION OF FASTENER SPACING OF FASTENERS (0) deco M# debrism fm ELI* & Design 1 a Io our ab�P (271k&131)a3.10dbox(rxt12S) Toend MATERIALS I EDGES WM) I INTERMEDIATE SUPPORTS(INCHES) 25PSF 1 10 - M 401 C - S KM 1r YES 1112 MY 110 North Park Avenue orWfl.131'd3 OTHER WALL SHEATHING Rockville Centre, NY 11570 2 Ceiling JorsttD flop plate 44d bax(2.1C1xa11310r34i aim TABIER0 Phone - (516) 536-8585 (21x1' W31)or3.10d bx(rxa12r) Pbrjobtbed MOMMLINISIC 112 GALVANIZED ROOFING NAll.6d 3 6 MMEMCMUM TABLE R301Z.1.2 Fax- (516) 764-7507 or3-Tx0.13I1d3 FMMEMMMEN NAIL STAPLE 16GA,111ZLONG SOFA WIl�DBORNEDEBRIS PROTFCT`IONFAS'TENIl�`G Caging 1*not aftadned toparallel ratter,leaps over partitions(see sections 41�b�c(3'xa12610r3.1�ootr r Fere �131� LCeiu 111ZGAlVANr1EDRooFlNG NAIL 8d 3 6 SCHEDULE FOR FOOD STRUCTURAL PANELS k k;d Denise M Bradley R.A. 3 R802.3.1,8802.3.2 and Table R802.5.1(9)) (3 WxU 10r43xQ13rrnh S T CO1,10N NAILSTAPLE 16GA,1112LONG `+ ��) TYPFUtLOCAT�IOF 4 b I (M Tai 1O Famnd 25MSTRv'CiU�ICB.IIIII I N4 GALVANIZED ROOFING NAIL8d 3 6 COMt CON ► FASEE��RSPA=(II )A b FEW�M3�ATI oo ta3.sT�FIKINLO F TYPE < 4�t< 6i < pfamm RZ3.1,I�0?.32�IT�"e 85.1(9)) 1111 GALVANIZED ROOFlNG NAIL; endor111�x20gLd*dTb 4 0dlbv(TxU2810r3.10dw 8 MMER to W 4feet S6 <8 Crlbbttr' In rd � S�ITI sdCOMMON NAg.;stAPIEGALVANIZED, 4 For 5 R=1,R'�2.32rdTdh R�5.1()) (7x0.1 S1or43'ka13r r ) 1112 LONG;1114 SCREWS,TYPE WORS aging to N0.6V�OODSCRL� BA:)A`"4IORIS'tiH 3.1� cr 'I'IP�11481 -10d b 0d � � 1314 GALVANIZED ROOFING NAIL; CRO" 2- ITL 16 10 S 6 Rafterorroaf truss to plate E-. rr�s 1467ar410d boor Fbe (rd128 jar4 x0.191'rd3 12MUMM 8d0MON NAR.;STAPLE GALVANIZED, 4 8 0 �g ► d za � ND.101P. W SCREWBAS�A14lX)RVffH 1518 LONG;1518 SCM,TYPE IN OR S C1XW X9 3 2-�I STLBI�iH 16 12 8 41dPffxa1 ere fid anam Lewis Residence 02111a (3WIC." 410dbox Too WOOD STRUCTURAL PANELS,CO INATION SUB FLOOR UNDERLAY MENTTO FRAMING t z,�o '�-�UM�PIBAOORIFI 16 1a 16 ROMIUM 2 7 Roof rafters to ridge,valley or hip rafters or roof rafterto minimum 7 ridge beam ( 'xa1231a43'xa131'nab XAMLESS 0tL"A.OR1111:I !01 s 12 4-16d box(31/7 x 0.135')or 2.16d 74.1 I oRBd 6 12 CODE COMPLIANCE NOTE: 1500 Dfive common(3112'x 0.1627 or 4-104 box Erd r 1 -118 12 (3"x 0.1287 or 33-Tx 0.131"nails �I IL°3.OR10a I 6 _ WINDOW PROTECTION SHEATHING MUST COMPLY TO Cutchogue, NY ��� TABLE 8301.5 TABLE 301.2.1.2 AS PER 2020 IRC . a sbrdba�cJ(r�tetbreo�I ) 416daorrarrar xa1 24�o.c.face nag MNNIUM UNIFORMLY DISTRIBUTED TABLE 8301.6 . 10dba(rxa12StorftC.13rnab 1s o.c.face nag MIN.ROOF LOADS IN POUNDS-FORCE 1�box(3112'xa1331or3�ca131'r� 12"o.r;.face nag LIVE LOADS PnoleCt R un PER SQUARE FOOT OF HORIZONTAL PROJECTION 9 Stud to stud and abutting studs at intersecting wall comers(at braced wall panels) 10d(Mffl d1621 16"o.c.face nal (INPER SWAM FW') CL EN - LwbRaddimm 10 Bulltup header(T to 7 header with 111s1mr) 1OeI x21 1o.c.each edge face nil USE LIVE LOAD TR�iITARY LOADED AREA NSM 1500 Drtw 16d box(3112'x 0.1627 12"7 o.c.each edge face nil FEET FM ANY sem ,NB.W NY 5e3box(2IJ7xa117t 0r4W Uninhabitable attics without storage 10 (511) 11 Continuous header to stud ( IX0.13TI0410d box(,Td12T) Toe nail Uninhabitable attics with limited storage 20 OTOS 211 MMM MERNO Habitable attics and attics served with fired stairs 30 FLATORRLE� 12 Top plate lo top plate 4164 common(3112"x 0.162') 16'o.c.face nail Balconies(exterior)and decks SIO TI�'V464.P'HtFOdT.(1S) 21) 1t3 12 PROJECT DESIGNER: box "x 0. ');or3x0.131'nails 11 o.ra each edge face nag BmftArch1bdP.0 8-164 common(3111x 0.1621 or Fre escapes 40 RM4 K PERFWT(12) 110NachPackAvm Double top plate spice for SOCs A-D2 wifti seismic Woodwag fine spacing less than 25' 12d box(3117 x 0.1357;or 12d box(3" Face nail on each of the end JJoint Guards and handraf�s 2,0 70LE..�'l NI 12f.PE?FW?T(1.1) 16 14 12 Red*11116 4NY 11510 13 x 0.1281;or 12-3'x 0.131"nails each sum 24'laplap spruce longtin Guard in-fi!I components 50 R 12 N.PER I=(1.1) Ca De+� each side of lop jorrrt) 12 12 12 (Sid)�i6-SSBs a9 Double top plate sprice SDCs D0,D1,or 102;and braced wag line spacing greater or+to 25 SIN(31174W) Passenger vehicle garages 50 ANDGREATER led ... a1W 16'o.c.face nail Rooms other than sleeping rooms 40 14 Bohm plate in joist,rim joist,band joLst a bloddng(not at braced wag panels) 410.4J bm(3I)T x0.13,1 or2.1DJ 17 o.c.face nail Sleeping rooms 30 TABLE 83017 3.16dbu(Wxa1Mcr 3 each 16'o.c.face nag Stairs 40 A LOWABLEDE1=ON OFSTRUCTURAL ERS 15 , p eb rl;r b&rd jfta (dbr sdwd ) 2.16doormron plXxa1M er 2 each 16"o.c.face nag 4Cd13I1rm5 4 each 16'o.c.face nail LOAD-26 PSIF STRUCTUAL 1 ER U YVABE 4Ift( ICrx01.135)or3.1Cdbz ASPER F 301 s LNFOR INYS DEFLECTION NEW CONSTRUCTION (Mx&i3Y)ar4-Ww,ra TOO nall 08P®-4409PH WERSIAVNGSLOPESGOTERNT3r1 WO 2112 STORY RESIDENCE M=1311or410dba(;l�a1261 AS 301 F � WrATTQ0MRAFiES �' 16 Top or bottom plate to stud 04TW31' I KIWAL 1111MWALLBANDPARTTIN H eo 3.16d bac(3Utx0.1351or2.1d conroe AS PER FIGURE 83012.11 DESION1 CRITERI1-VSE WW IS 4O MPHORABO�VE S1&BE N FLS ll ! Pro1w SWI (3Wd1S21ar340d barr(3'xa1211') End read "4CEV►1TH11EAF3PAWOOD FRAME CMMMM CEU= 0M PIAS`R& t =) LACI or3-7d131r WK FOR 011EAND MFA<AYDSM-P1°FCb! 3.10dba(7 0.1351or21Moorr lir t� .: .� M. ) L�10 17 Top plates,laps at comers and intersections 1 or3TxQ131'r Fee rd ASPERRW ER3012M B Ti0I4ALRES.CODES .t ALL OTHER STRUCTURAL MEMBERS L1240f- C �') DMM CATAGORY WERIORIALLSIMLOW VfiIHPLASM HU 3-104 box(3"x0.1287 or t-16d common 8&WXR3N2P) TO FROM WEN ORSTUCCO FINISH18 1'brace to each stud and plate (3111x0.162)or Face nal "v A I FOR a3�'x 0.131"nruls EXiEI�ORVVALLS- LOADS V141H FIMSrLIIUM-1 OMBRIT1tE , . A box 2112'x0.113 ort-18d common AS PER R .11 A� RYDETAIL3 19 " ( 7 " O EXTERIOR WALLS-WIND LOADS'WITH W120 � - � 1 x 6'sheathing to each bearing (2112 x 0.1317 or 2-10d box(3 x 0.1281 Face nail TOffiE4WE RATEMHFAVY FLEXIBLE FINISHES � ' or staples,1'on,16 ga.1314"long AS PERFW 2A STATION MApa ll119SSUPI'Ottil�GN'ASOI�RYI�ALIS U600 3M box(2101"x 0.1131 or 3-8d common MCAY-MIlIff MMMPATE (2111 x 0.1317 or3.10d common AS PERR301.2V)DECAY '" (2112"x0.1311 ora-10d box(3'11281 WWER W.•S'IffWC 1- CM13 WM LzpmL"A*gm'cut 20 1"x 8"and wider sheathing to each bearing or 3 staples,l'aowm,16 ga.,1314'long Face nail AS PER K11012 CU"ATICCOf 13 FORHYS 1.Forfi� Iii, S beri los 6J= lobe Wider than 1"x 81. 4-8d box(2112'x0.113) ICENUAND -YES a0.7 ah r d W)bmhhmTabb R3M2(2) or 3.8d common{2112"0.1317ora-10d box AS�N SIX M7.1-14AREASV ETEAVERAGET�P.N 2.For aluminum structural members or panels used in roofi or walls of sunroom addrrtons or patio 3"3-128" oro sta es,1"311 or 6 1y4" "�"�N 25 F((4 OR�ORcep,�supporting edge of glass or sandwich panels the total load deflection shag not exceed ( ) ga� TABLE 83012(1 CiOTMS�O TEI AS ICE BARRIERNAT L160.For continuous aluminum structural members supporting edge of glass,the total load deflection FF(NI AWff BrtMM TOGEW OR A l SF�TSI 1.L U� shag not exceed U175 foreach glass rite or 1.160 forthe entire length of the member,whicheveris S 64 LBYI'3EX1Em� EAVES stringent For sandw� a h panels used in roofs wals dsunroom additions or patio covers, EDGE PONTATLEASr?�' THE Df19tI4R��.LLIHEOF the total bad deflection shag not exceed U1Z0. M. 3.Deflection forexteriorwags with Interior gypsum board finish shall be limited deflecon of W180 2 7-6-2022 REVISIONS 1 5-13-2021 CONSTRUCTION DRAWING Iib. DM DESCRIPTION Issue revision MA MM 20201NTERNATIONAL RESIDENTIAL CODE DRAWNBY CH WE 3-23-2020 SCAIE 1/4'=1'-0' PROD MND. 2014 As 14 DWG.NO. CD. MXSO -S BVDRI 0- pP.11 TYPICAL DRYWELL DETAIL Architect C. PAVEMENT Ar biteCtme lIIing EDGE OF COVER DRYWELL & Design 150.681 PRE-FAB 110 b4 orth Park Avenue gN 72° 30 _ — _ - ----'- Rockville Centre,NY 11570 _ - F Phone- (516) 536-8585 ® ® ® ® ® ® ® FILTER Fax- (516) 764-7507 ® ® ® ® ® ® FABRIC Denise M Brame R W ® ® ® ® ® GRAVEL y •�•• 01oxa'N1corrE `� o ® ® ® ® ® o FILL YIf�1 � MOM LEUNG POOL// \l 20'MIN.To � 4 � � o ® ® ® ® — � � FILL�R FR�TTTMB ® ® ® LEACHING POOL o „ � y � FILTER ® ® ® o FABRICPfopoW For DRIVEWAY \ ` \\ \\ \ \\ \\ \\ \\ \\/\\��\\�\\�\\�\\�\\�\\�\\�\\�\\ �\\�\ SANDOR IfIRREF � I � i' '\\ , i'\\\i' ' ' ' \\\i' \ CRUM / \ \ 1C•CI w 3,0. 09'.4' 74r ■ f--L-� RM M 1"�WAITEE�R ' W SECTION Lewis Residence PLANTER COVERED PORCH l TYPICAL DRYWELL DETAIL i SCALE' 1 STORY 1 STORY . N.T.S. �.. �o a? 1500 Maw Dfive DRIVEWAY Or co Cutcho NY W 1 STOR � w1118'SLOPE � COVER DRYWELL �a w Y PRE-FAB BPBDRPlE ( W o �9t5UK PROPOSED ( d p� 2112 STORY i ~-' a life �� \ 12.5' RESIDENCE I o ® ® ® rF • - o FILTER R w ` ® FABRIC W / ( 20.0 W o ® ® ® ® ® o GRAVEL CLIENT: M I o ® ® ® ® ® FILL LeWISPAUM mDd" ® ® ® ® ® _ 3 FILTER op; NY Qo cNL� 1 0rSORPIPE \. LLI C(Somw111SLOPE LL FILTER FABRIC cg- Ow 31.29' LLI L L L L L L L PR©JECr DESIGNERGAZEBO L LLLLLLLL C1� D OR L COVERED PORCH ABV L L L l ' L L BALCONY ABV. / //\//\// //\//\//\//\//\//\//\//\//\//\\//\//\//\//\//\ /\//\//\ ED ArcP G LLL LLL L�`LLLSm LLLL _LLLLLLLLLL 3'-0' 09'x' 3'-0' 110NockPAvc�o 01 52.21' �_LLLLLLLLLL LLLLLLLLLL Ratvt''�aCtr,NY11S10 SECTION (516) TYPICAL DRYWELL DETAIL co SCALE: N.T.S. o �, 1 NOTE: C) Z — — — DOL'ETIP MAYBE Mff M F IIVATStELEVATIONPER I& NEW CONSTRUCTION I ' NOTE. 2112 STORY RESIDENCE LUQ I 1. ALL DRYWELLSAND CATCH BASIS SHALL BEPRECAST, NON -DISTURBANCE WITH PRECAST OPENS FOR DMINAGE AND BUFFER m StIALLWM TO NASSAU(.'OII MSf 2 MMMYWELLSEUBECLEAND. SSI ZONE AREA I & NOSPEEDBUIIPSAREPERIuITITED. I W0 0 D BULKHEAD k ALL IN1AND PAVEi�tFWVWEL S SRU BE TERC0 —' I _ — _ — _ -- MNECTED AND%&NOT POND MORE � THAN r BFFO 0VEIf=.NGTOTHE STREET. i';�`% } �. LU S 74 Og' OOn W 73 57 �� / C-1k L00 MEAN HIGH WATER ADWATER B AS OF JULY 27, 2011 M -- / PER.PECONIC SURVEYORS COVE BUILDING ZONE ORDINANCE == ' WETLAND ' , �� W Cn CUTCHOGUE,TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK I SUM PROPERTY 8A2* R-40 - 1500 MASON DRIVE TAX MAP - 1000-104.00-07.00 c �c�J o RUNOFF CALCULATIONS BASED ON DESIGN CRITERIA T PER HOUR REQUIRED VOLUME TYPE RAINFALL AREA RUN OF REQUIRED HR / FT FACTOR C. FT / HR 2 7-6-2022 REVISIONS / i' ROOF 7112" 5,087 Sq.fL 1.00 848 c.$ 1 8-10-2021 DRY WELL DAIR ARFA 7112' 24,413 sq.fL 0.17 6"92&fL ` nEsclMoN O Issue revision Q T`07AL: 1,540 C.ft. n mAwmmm o O SITE PLAN DRYWELL PROVIDED � 3 � SCALE: 4/16' z T-O' D.W.NO. DRYWEIL& UA OYIDED E SITPLAN C.1 (5)1 X 8'X 3.14 628 c.ft. 1 (5)2X 8'X 3.14 628 c.ft. DRAMBY CH DAZE 3-23-2020 woODDOCOATING 1 (5)z X 6'X 3.14 471 c.ft. sCAIE 114,=1'-0, STTOTAL: 1,727 c.ft. PROMN0. 2014 ' Dwc.No. C.D. ELECTRICAL& REFLECTED CEILING LEGEND Bradley LiGHT SWITCH3LiGHT FIXTURE CEILING Architect P.C. SURFACE MOUNTED d`3 W/�iMMERHT SWITCH O 4' DOWNLiGHT RECESSED AwhitectumIIIIlIIg ON DN `P CEILING MOUNTED & Design 3 3-WAY LiGHT SWITCH ® RECESSED CEILING LIGHTING W/ WATER PROVED 110 North Park Avenue o DIMMER LIGHT SWITCH ® CEILING FAN Rockville Centre,NY 11570 DUPLEX ELECTRICAL OUTLET H. .D. HARDWIRE SMOKE Phone - (516) 536-8585 WALL MOUNTED - - DETECTOR Fax- (516) 764-7507 Fol0 F01 � O�TLET WALLUBLE EMOU�l7EDR1CAL © DETECTOR ARBON MONOXIDE COVERED PATIO RAISED PATIO DUPLEX ELECTRICAL OUTLET DUPLEX ELECTRICAL OUTLET Deniw M Bradley R.A. FLOOR MOUNTED W/ WATER PROVED 4-6 a-0 6-6 8-0 3-4 SUSPENDING LIGHTING 4 WALLWASH LiGHT a ® RECESSED CEILING MOUNTED lROBaTME on -r� OJ2 �- CHANDELIER ® LiGHT W/ VENT CEILING 4'-0' 7'-0' 7'-0' 4'-0' SURFACE MOUNTED 0 SCONCE WALL MOUNTED 10 SENSITIVE LiGHT WALL PmpmedFor MOUNTED DINING AREA -69 GUEST SUITE 4-01 r-01 7-0' A 9O"CLCLH 1 l CALE&ELECTRICAL NOTES Lewis O 0� (GO O 31-0' 101-0' 31 -0' p TIMER) Residence O I G.�.l 1 ALL WIRING TO BE SINGLE CABLE PULLS POiNT TO POINT 1 FROM PATCH PANEL IN UTILITY ROOM 1 41-0' 12'-0' r- 2 SWiTCHES AND CONTROLS FOR LIGHTS,VENTILATION, 4'-0' - - - - - 030, I ETC.,MUST BE PLACED 36'TO 48'FROM THE FLOOR. 15W M=D&C A. G1 i G.F.I. 1 OUTLETS MUST BE NOT LESS THAN 18'FROM THE FLOOR. CUtChO e, NY 61 K2 K1 a 1 3 DIMENSION ALL RECEPTACLES FROM CENTER LiNE OF 4 6'-0' 6'-0' O � - 71 O I RECEPTACLE. _ ® I I 1 1 DN 4 ALL TELEPHONE AND CABLE LiNE COVER PLATES TO KITCHEN HAVE SiMiLAR COLOR AND APPEARANCE g-0'CL.C%K `� �� 5 OUTLETS TO BE INSTALLED AT LOCATION SHOWN BY R L_J I DIMENSIONS ON THiS PLAN.NON-DIMENSION OUTLAST TO �- O� I 1 LJ I Op I BE WiTHiN REASONABLE pROXiM1TY OF LOCATION SHOWN. � ,: 012_ OF1 o SCREENED 072' I I 072, o I '---' I I � 6 WHEN OUTLETS ARE GROUPED TOGETHER(TWO OR MORE), PORCH I I s 2 THEY ARE TO BE NO MORE THAN 2'APART. BW M=Ddn Z3 �- - �- - - - - -i 1 L 7 CONTRACTOR SHALL PROVIDE ALL SWITCHES,COVER lily R F2 `r I PLATES AND ELECTRICAL FIXTURES. (516) 101-0' 10'-0' ol O12 011onI 8 ALL DEVICES AND DEVICE PLATES SHALL ALL MATCH. coma- ---, �� GREAT RM. j PROJECT DESIGNER �;; I )K 1 61 61I OPEN ABV. _ _ " - _ - - 1 REFLECTED CEILING NOTES 110 Ei_ Q r 042, f fi ®42• 1 04' p G4 - f -6F1-- -) I k -G.F1- -I I G.ff t Rocm`a Cts,NY 11SM O 4 BATH O " 1 9 1 49 1 2 1 11 LIGHTING SHOWN FOR LOCATION PURPOSES ONLY.REFER (S16) 2JE2 4'-3' 1'-9' 2'-6' 2'-6' " 2'-91 2'-9' I I TO ELECTRICAL DRAWINGS FOR ALL OTHER INFORMATION. CbdftDavbeRmft K1 Z:) 13 PANTRY — J L1 COORDINATE ANY CONFLICTS WiTH BRADLEY ARCHITECT. IDH11QIS H9 K9 F - - - - - o r—� — �42'� e e ZP 2 REFER To LIGHTING FIXTURE SCHEDULE FOR SPECIFICATIONS. G.F1. I « a' a' � 9'-0'CLG.H IDN 3 ALL FLUORESCENT LIGHT FIXTURE LAMPS TO BE SAME E2-69 4'-V 4'-6' 4'-6' 4'-6' 4'-6' 4'-6' 4'-61 4'-6' 4'-6' 3'-0' AL1 _ COLOR AND MANUFACTURER. r - - H..D. � 4 VERIFY FiNAL THERMOSTAT LOCATIONS WiTH OWNER PRIOR 00 I Op Oa Op Oa Op Oa Op Oa Oa TO iNSTALLATiON. I-, - DN I a 5 PLACEMENT OF ALL LIGHT FIXTURES iN AREAS WHERE MAiN 1-8 - LDRY. a C3 9`0'C�K �, U U X112 1 DUCTS CAUSE INTERFERENCE MUST BE APPROVED BY OWNER NEW CONSTRUCTION +- PRIOR TO INSTALLATION. 2 112 STORY RESIDENCE L - - � 2-6 50 2-6 _ DN p p O OM3'-9' C1 CLO.+ - - - - o 042' 4'-0' 5'-01 5'�01 4'-0' ` ✓ o'V" Prc- - - -GFI GF - _ - L DOOR SWITCH �- _ FAMILY RM I DEN - - I OPEN ABV. - 11'-6' 11'-6' a A2 - - - - - - --�- - - - � O t 012 O � t Wil,••^, ,;?,,.�� ATTACHED GARAGE 00 �t Z3 Op Op Op p UP 0 . FOYER WA 9'-0H O� O� J2 qp ZQ 4 7-6-2022 REVISIONS Z� \4 12 At 12Q 3 3-9-2022 REVISIONS 11 'k S1 12 2-15-2022 REVISIONS 5'-0' 91-0' 71-0' 91-0' 71-6' 1 5-13-2021 CONSTRUCTION DRAWING :o l�. DiA'!1K DESCRIPTION COVERED PORCH Bt X61Bf COVERED PORCH O O O 3'-3' 6'-3' 61-3' 31-3' O O OIssue @VISI 011 O O COVERED PORCHO O EUVW TIIB DN IST FLOOR REFLECTED CEILING / ELECTRICAL PLAN IST FLOOR REFLECTED CEILING / ELECTRICAL PLAN Al=MUM, EEMI RMM DRAWN BY CH SCALE: 114' = 1'-0' A ENMY&V" `�'UISTO CONRY DATE 3-23-2020 2020 IN I NATOR RBMMK ME SCAR 1/4'=1'-0' PROJECTNO. 2044 Es DWG NO. C.D. ELECTRICAL& REFLECTED CEILING LEGEND Bradley LiGHT SWITCH LiGHT FIXTURE CEILING Architect P.C. SURFACE MOUNTED $D 3-W Y LIGHT SWITCH 4' DOWNLIGHT RECESSEDP IIriIIIg CE1LiNG MOUNTED � j,�S1gII 3 3-WAY LiGHT SWITCH ® RECESSED CEILING LIGHTING W/ WATER PROVED 110 North Park Avenue o DIMMER LIGHT SWITCH ® CEILING FAN Rockville Centre,NY 11570 DUPLEX ELECTRICAL OUTLET H. A HARDWIRE SMOKE Phone- (516) 536-8585 WALL MOUNTED - DETECTOR Fax- (516)764-7507 — — — — DOUBLE DUPLEX ELECTRICAL CARBON MONOXIDE OUTLET WALL MOUNTED © DETECTOR DUPLEX ELECTRICAL OUTLET ��' DUPLEX ELECTRICAL OUTLET TkKfiSe All Biiey R.A. FLOOR MOUNTED W1 WATER PROVED SUSPENDING LIGHTING ® 4' WALLWASH LiGHT PROW= COVEM BNL(�1( RECESSED CEILING MOUNTED - - CHANDELIER ® LiGHT W/ VENT CEILING SURFACE MOUNTED SCONCE WALL MOUNTED SENSITIVE LIGHT CEILING Proposed For SURFACE MOUNTED R� _ .o 01 3 3 4-6' 6'-6' 4'-6' El jq_ CABLE&ELECTRICAL NOTES Levvis Residence 6'-6' D D O� O� O92 1 ALL WRING TO BE SiNGLE CABLE PULLS POiNT TO POiNT ZVI Z:) FROM PATCH PANEL IN UTILITY ROOM 4'-0' 12'-0' 4'-O' 2 SWITCHES AND CONTROLS FOR LiGHTS,VENTILATION,Or I • M.BDRM. ETC.,MUST BE PLACED 36'TO 48'FROM THE FLOOR. 15W Ddve BDRM 1 BDRM 2 3 DIMENSION LL RECEPTACLES FROM CEOUTLETS MUST BE NOT LESS THAN IB' NTER LINE OFFLOOR.M THE CQtCbOglle, NY C) RECEPTACLE. 4 ALL TELEPHONE AND CABLE LINE COVER PLATES TO HAVE SIMILAR COLOR AND APPEARANCE o' -�- 4 _V ¢ 5 OUTLETS TO BE INSTALLED AT LOCATION SHOWN BY Re n 'IT-0' T DIMENSIONS ON THIS PLAN.NON-DiMENSION OUTLAST TO BE WiTHiN REASONABLE PROXIMITY OF LOCATION SHOWN. CL ,; o Nt 6 WHEN OUTLETS ARE GROUPED TOGETHER(TWO OR MORE), 51 -0' 121-0' 5'-0' THEY ARE TO BE NO MORE THAN 2"APART. Lffk Reddmm ISOOMmudn 7 CONTRACTOR SHALL PROVIDE ALL SWITCHES, COVER QfthaM Y HALF WALL PLATES AND ELECTRICAL FIXTURES. OPEN BELOW8 ALL DEVICES AND DEVICE PLATES SHALL ALL MATCH. - 011 011 O11 PROJECT DESIGNER -EfF - '2 REFLECTED CEILING NOTES i>lox� p Gq ir 112 Rockv&CbtNY11SM 1 LIGHTING SHOWN FOR LOCATION PURPOSES ONLY.REFER (51 ®42' c TO ELECTRICAL DRAWINGS FOR ALL OTHER INFORMATION. I PI COORDINATE ANY CONFLICTS WiTH BRADLEY ARCHITECT. �G.F1 — PZ H.D. in R3 R4 R3 2 REFER TO LIGHTING FIXTURE SCHEDULE FOR SPECIFICATIONS. �-� 5-7 � 4-5- - - - - - - - O O p�,,� " 4'-5' 2'-4' 3 ALL FLUORESCENT LiGHT FIXTURE LAMPS TO BE SAME ' rojw BATH 1 3-6 6-0 6-0 6-0 -n 6-0 6-0 3-0 c I COLOR AND MANUFACTURER. ®� O� O� O� O� O� L__ 4 VERIFY FINAL THERMOSTAT LOCATIONS WiTH OWNER PRiOR �, — — — I — TO INSTALLATION. �'�'�` `" I 5 PLACEMENT OF ALL LIGHT FIXTURES IN AREAS WHERE MAN �8 \l� �I �� i D c `" 9'-0'CLG.H. O� i LDRY. I DUCTS CAUSE INTERFERENCE MUST BE APPROVED BY OWNER NEW CONSTRUCTION G.FI ,% I►� \ _ — I PRIOR T°'NSTALLATI°". 2112 STORY RESIDENCE O� 010 011 4'-5' — —t — — l 5 BATH c At -- - - - o - - - 011BDRM 3 I $ I W.I.C. I II — ®42' OPEN BELOW ®42' 131 SZ `__1J I GF 1 - G.FI - kx - - - - - - - - - - - M.BATH f.1. < 0 J, 2-0 0 T-9' 31-4' 4'-0' 1232 1 �A1S3 81S1 89 - I } / - \ L - - - - - - - - - - - -- - Q G.F1 G.F.f.qp -- EP- 0 1'-9' V-3' c 6'-3' T-9' O� OK ON L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - J zo 4 7-6-2022 REVISIONS 3 3-9-2022 REVISIONS 1 2-15-2022 REVISIONS 1 5-13-2021 CONSTRUCTION DRAWING I"1: DAN DESCRIPTION BALCONY Issue revIS1011 MAWMM 2ND FLOOR REFLECTED CEILING / ELECTRICAL PLAN 2ND FLOOR REFLECTED CEILING / ELECTRICAL PLAN ALL CONSTRUCTION,ELECTRIC, PLUMBING DRAWNBY CH SCALE: 114' = 1'-0' &ENERGY SPECIFICATIONS TO COMPLY DATE 3-23-2020 2020 INTERNATIONAL RESIDENTIAL CODE SCAIE 114'=1'-0' E*2 PROIPCTNO. 2044 DWG.N0. C.D. ELECTRICAL& REFLECTED CEILING LEGEND Bradley LIGHT SWITCHLIGHT FiXTURE CEILING Axchitect RC. SURFACE MOUNTED $D W/W1MM IGHT SWITCH O 4' DOWN LiGHT RECESSEDP ri�IIIIIg CEILING MOUNTED & De31gI1 3 3-WAY LiGHT SWITCH ® RECESSED CEILING LIGHTING W/ WATER PROVED 110 North Park Avenue o DIMMER LIGHT SWITCH ® CEILING FAN Rockville Centre,NY 11570 DUPLEX ELECTRICAL OUTLET H. .D. HARDWIRE SMOKE Phone - (516) 536-8585 WALL MOUNTED DETECTOR Fax- (516) 764-7507 DOUBLE DUPLEX ELECTRICAL CARBON MONOXIDE OUTLET WALL MOUNTED © DETECTOR mise M Bradley ® DUPLEX ELECTRICAL OUTLET WP DUPLEX ELECTRICAL OUTLET R.A. FLOOR MOUNTED W/ WATER PROVED CONCRETE SLAB ABV. — SUSPENDING LIGHTING ® 4' WALLWASH LiGHT 1M19C TME RECESSED CEILING MOUNTED - - CHANDELIER ® LiGHT W/ VENT CEILING SURFACE MOUNTED p�,� SCONCE WALL MOUNTED C) SENSITIVE LiGHT CEILING j i"Y" F� Zt SURFACE MOUNTED CABLE&ELECTRICAL NOTES Lewis Residence 1 ALL WIRING TO BE SiNGLE CABLE PULLS POINT TO POiNT 10'-10' FROM PATCH PANEL IN UTILITY ROOM 2 SWITCHES AND CONTROLS FOR LIGHTS,VENTiLATION, '`ww,� • I T-9+CLG.H � ETC.,MUST BE PLACED 36'TO 46'FROM THE FLOOR. 1ST M OIL I)d'1VC OUTLETS MUST BE NOT LESS THAN 1B'FROM THE FLOOR. ClitChO e NY 3 DIMENSION ALL RECEPTACLES FROM CENTER LINE OF RECEPTACLE. 4 ALL TELEPHONE AND CABLE LiNE COVER PLATES TO HAVE SiMiLAR COLOR AND APPEARANCE 7�_10� 5 OUTLETS To BE INSTALLED AT LOCATION SHOWN BY R 0I DIMENSIONS ON THIS PLAN.NON-DIMENSION OUTLAST TO W ap um 1 1 BE WiTHiN REASONABLE PROXIMITY OF LOCATION SHOWN. CONCRETE SLAB ABV. CLIENT: WHEN OUTLETS ARE GROUPED TOGETHER(TWO OR MORE), L ewlsReddeam T-0'+CLG.H. � THEY ARE TO BE NO MORE THAN 2'APART. 1 Drl" 7 CONTRACTOR SHALL PROVIDE ALL SWITCHES,COVER fthaM NY PLATES AND ELECTRICAL FIXTURES. (516) 71-81 8 ALL DEVICES AND DEVICE PLATES SHALL ALL MATCH. O� PROJECT DESIGNER Z:) b B y&&fbdp.a REFLECTED CEILING NOTES 110NachP#AAv=e u U1 Im $ Rocb tfe CIr,NY 115710 1 LIGHTING SHOWN FOR LOCATION PURPOSES ONLY.REFER (516)9"M UP UTILITY RM. TO ELECTRICAL DRAWINGS FOR ALL OTHER INFORMATION. C COORDINATE ANY CONFLICTS WiTH BRADLEY ARCHITECT. T-U+CLG H3� 5 \1 2 REFER TO LIGHTING FIXTURE SCHEDULE FOR SPECIFICATIONS. ,� — — — — — — f 3 ALL FLUORESCENT LIGHT FiXTURE LpAMPS TO BE SAME ' "'jW F — — — COLOR AND MANUFACTURER. 4 VERIFY FiNAL THERMOSTAT LOCATIONS WiTH OWNER PRIOR I I I — — — I TO INSTALLATION. 5 PLACEMENT OF ALL LiGHT FIXTURES IN AREAS WHERE MAiN NEW CONSTRUCTION L3 I I DUCTS CAUSE INTERFERENCE MUST BE APPROVED BY OWNER I PRiOR TO INSTALLATIONcc . 2112 STORY RESIDENCE N 1 N I 5'-4' UP ( I Pf � I I I I II v� 6915 r-0'+CLC.H. T-9+CLC N GARAGE T- I I ,` _,,•:,�e CONCRETE SLAB ABV. co I II II II II I II I 3 7-6-2022 REVISIONS CONCRETE SLAB ABV. CONCRETE SLAB ABV. 2 2-15-2022 REVISIONS 1 5-13-2021 CONSTRUCTION DRAWING ND: DM DESCRIPTION CONCRETE SLAB ABV. Issue i'e V 1 S 10 In DIRAWMMM BASEMENT REFLECTED CEILING / ELECTRICAL PLAN BASEMENT REFLECTED ALL CONSTRUCTION, ELECTRIC,PLUMBING DRAWNBY CH CEILING / ELECTRICAL PLAN &ENERGY SPECIFICATIONS TO COMPLY DATE 3-23-2020 2020 INTERNATIONAL RESIDENTIAL CODE SCALE 114'=1'-0' E.3 PRomCTNO. 2014 DWG.NO. C.D.