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HomeMy WebLinkAbout50404-Z of soulyo!° Town of Southold * * P.O. Box 1179 �0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46237 Date: 06/16/2025 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 1300 Stars Rd East Marion,NY 11939 Sec/Block/Lot: 31.4-1 Conforms substantially to the Application for Building Permit heretofore, filed'in this office dated: 01/25/2024 Pursuant to which Building Permit No. 50404 and dated: 03/07/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Accessory pool house with half bath (no shower),wet bar and covered porch as applied for. The certificate is issued to: James Myers ,Noreen Myers Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-1665 6/9/2025 ELECTRICAL CERTIFICATE: 24-97635 10/01/2024 PLUMBERS CERTIFICATION: Tufan Simsek 03/28/2025 Au o zed ignature ��O�g�FFD(�coGy TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50404 Date: 3/7/2024 Permission is hereby granted to: Golisz, Catherine 1300 Stars Rd East Marion, NY 11939 To: Construct pool house with covered patio at existing single family dwelling as applied for, with SCHD approval. At premises located at: 1300 Stars Rd, East Marion SCTM #473889 Sec/Block/Lot# 31.-4-1 Pursuant to application dated 1/26/2024 and approved by the Building Inspector. To expire on 3/7/2025. Fees: ACCESSORY $456.50 CO-ACCESSORY BUILDING $100.00 Total: $556.50 Building Inspector Certificate of Compliance ............................................................................................................................................................................................ CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE D E AMITYVILLE, NY 11701 P: (631) 698-5610 ...................... 0 2024 ............ .............................................................................................................................. CT CERTIFIES THAT Upon the application of Upon premises owned by SuIlIdIng Departm it ELB Electric Service Inc.n Noreen Myers Town 6f-S'outholr 992 Auburn Street 1300 Stars Road Franklin Square, NY 11010 E. Marion, NY 11939 Located at: 1300 Stars Road, E. Marion, NY 11939 Application Number#: 24-97635 Certificate#: 24-97635 Electrical License#: 1699H Section: 31 Block: 4 Lot: 1 Building Pdrmit'#: 50404 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Pool House w/Covered Patio ROUGH COMPLETE 8/7/24 A visual inspection of the premises electrical system, limited to electrical devices and wirin. g,-to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compI16hcetherew'ith! on the 1 st day of October 2024 Name QTY Power Panel - 100 Amp', 240V Exhaust Fan -20 Amp,1 20V Electric Water Heater Circuit- 30 Amp, 220V 1 GFI Receptacle- 16 Amp, 120V 4.. Duplex Receptacle-,20 Amp 120V 6 Switch.- 15 Amp, 120V 9 Recessed Fixture- 15 Amp, 120V 11, ARC-Fault- 15 Amp, 120V 2 Electrical Inspector: Anthony Giordano , MOM= i Town Hall Annex �� Gy Telephone(631)765-1802 54375 Main Road c P.O.Box 1179 y Southold,NY 11971-0959 div BUILDING DEPARTMENT TOWN OF SOUTHOLDvt t , CERTIFICATION � .ie Date: 0 Building Permit No.��(.(0y Owner:Same S f< Q o elf I Mt-c-s (Please print) Plumber: �u.�t�n J,rnsek (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this 1v_ day of 20 ?� SUFIAN PERVEZ Notary Public,State of New York Notary PubIIC, Kj��L Reg.No.02PE6354719 ry County Qualified In Suffolk County-,,8 Commission Expires 02i21f26 1 - --------------------------- Scanned with CamScanner': -------------- -------------= .,drd� pf SOUly�lo * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION ['" FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ . ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 'Oa_ D6L- Ne— A C �016. DATE INSPECTOR �o�aOF SOGT�,o� TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST / ( ] ROUGH PLBG. [ FOUNDATION 2ND INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �a-<< �G�Q�L_ DATE •o?-o? INSPECTOR OF SOGTy�� # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycouKtv��' 631-765-1802 INSPECTION [ NDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: - WL941- l DATE INSPECTO OE SOUT,�°� f # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 �,oqoq INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] F NDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: rr�nrL S -OPAI DATE INSPECTOR pP SObTy�� # * TOWN OF SOUTHOLD BUILDING DEPT. couffm 631-765-1802 �o-qo� INSPEC 7] ROUCG- ON [ ] FOUNDATION 1ST H PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: v DATE %4s. 'JO INSPECTOR ho�aOE SOUIh°lo * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 o INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ]- PIGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ .] .FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ _] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: - 1 rQ I vv. - %-.,,a V.00,-'�o DATE FS INSPECTO oF souryO� # # TOWN OF SOUTHOLD BUILDING DEPT. o to N 631-765-1802 S INSPECTION [ ]' FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] UL ION/CAULKING [ ] FRAMING/STRAPPING [ .FINAL 0 [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL W.C'C� C� REMARKS: :I" DATE - INSPECTOR 1-✓ ( ^��:v a. �v .m\ �/ � . � :� �� �� ,.� ,.. yy,Y�°} iC�,. ;k?, �.�,, t;: �4?i F�',' 1:� M. �'z .l .�td '. ,e v. .r y.�, .. .... n,. N". 'r,,� �, � �Y �Y' t �,., �� �: ��-. ��; �y ��� Y �� ^ r �.,� 7 { �' -��� eAJf �i �g � �'. �� �t h n n} �'�z ,; g� v . �� '� ew> FIELD INSPECTION REPORT - DATE COMMENTS Wo aka l o>Lr 2G 2 oi-. OL Gv/J ii FOUNDATION (1ST) ------------------------------------- lub ,e p4 6,4 t -o cl FOUNDATION (2ND) sea "v N ...i 71 z ¢gIZ, ROUGH FRAMING& PLUMBING 1 lY y ✓ �•1 V,� Q �• 3 INSULATION PER N.Y. STATE ENERGY CODE '3a I n FINAL ADDITIONAL COMMENTS O 0 o e� Chu Clo m .,. ., - i w � � o x 1 � 1 � x � d r� y y.v 'TOWN OF SO> IrHOLD-BtgtDINGDI£! 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"t4"sr'' `' d�64`xt� ?: ''atf'�+A,' }g>.x`�ty x� 5 z. ..3`.'. A.xY ..., limllended use of pmmpeftr. Zam OIr use c1suki in whkh Ip6wiws is dhsa h : Ar+e UNTe aanV UNOMMAS jHK1 nntrJk1kms aomaM nNpect to *5 ? OVe s OF VIES,PiR MDE A C WV- rS;�g2'�-Y*�Sy24 M{l �i �. y �+ ""m'•a�C ����� £rs �;f j• H r {� i��l4��; {"4�A"i•yl �S�',C i'7 ':Lc`9 y�7�'fjJ°..° Cc �i �.�r Y�'e'gt Y+'gt'E-i�C i A�'�+�Tt � �`'ttn}p�^�'s''�L P.�Y ( ���, '1'�+�FEv���`Lt T 5�1 s'f'S S4' t SL1�C'+?�f ,h� �S+fi}e.4sm�ftc�eslll�lp�lglq�!►8�11t+?T�i�h���fc�'i�r�ran�ia 'E�en�p�wr�1ps11�i��In�iE2ane L�'e�m�eatfif�'ffgo�pitffa�.SL�B�ikellP� as11a1�er ' Arta�,at�'ea�a�mr; •� �irMeo�tl�i6ilue�������t .r?r '`-"'ti Jy Z'k�"nv f tt2<"z; f `? Lr Axes�1`'"`-i"t✓k 1 1tr..x.vs�zn v �.rx T&~rs.�{}r v14s ,t..,. f d k..{".-A'ld'st .g F"f' v4• "�i tti 'a�tax� a�xaaifio��, (Pr��� - � �' tR�dfe`� y11!<?� ,....rm*..r...t,x+,:.,wra .rs...r:.�..ys�rn.xe+, .6sttc.,._.,,a :.:az`i`s�..s�.s_... rF.�;.c.'�A �'�L.,n J'+.✓�,s�!i$3i...-,.��. �..�it�i,7r(, 3'x+� -a�d�.�,.p �.+��rL�„:a�.€; APPftadm Sob=iMEd ft l 9 m e V\ 4144001ems' ®Au16ar®d/Imt n6l=w S TATE GIF IRlIIM lYCRIn GF5u M k y M pe-Y) Mw�), Qli ®ff bffwia>ilw d M- 1111116dumlararo abase named, ApheFSti M I l" QCbdrarlftw.ABMML ► A�ll aft®moor ar mwm av$,,and h a udhmff d ttim gaerffimmmn or h3m parlicQanmed Vie said wwkand ttm mmaVm am d Ble Oft a pfin�iti►mmn hail maw iam ttfln�a l"in�mimNm a 1 ifll� �ff and beFeF,and ttlh=ttihe coma milk w-fil bL-Pedftnmed rim the mmaalimal bee e a P1ffM imam-Maa'tdfMMonn-MflL -Sworn Wme mmaa 4gois �y alwaf i DE 0 H A.WOJCIK Notary Public,State of New York No.4990159 Qualified in Suffolk County gVjgqBM the appffn2nt ie;madttl m GMMgWj Commission Expires Dec.30,70 II, Ir�11Q$alf�altt a$®beffebr autihmrrme to appora m rtmv belhalLf tbm the Tom m ff S;mwdmM Rnila$mrg Deparlimment Air appeadl as desanted keff yam. sSivaraa �fl� Pmamtt�m�nmena"s 2 LOT COVERAGE VVI S.C.T.M. N0. DISTRICT: 1000 SECTION:31 BLOCK: 4 LOT(S):1yrELL 20%MAXRED77 S.F. "� �{' o DWLLIVG WAiO7EENFL PORCH 8 COVERED S7.F.2461 S.F. PROPOSED SWIMMING POOL:SOO S.F. ' WELL o I O WELL PROPOSED POOL CABANA:350 S.F. COVERED PATIO:313 S.F. DWELLINGS PROPOSED SPA 49 S.F. WMIELL WATER LAND NUF OF PROPOSED REAR DECK:453 S.F. 9aP- I a m LUCIA DIRE .PROPOSED TOTAL:4426 S.F.or 21.7% . +29.7 " LOT 9 N 79°42'40"E W-DrE DWELLING 26N 1.9N 197.48' SFIKE WNVELL WATER I z '0'+30.3 +30.0 :F29,7 PROPOSED POOL FENCE I WELL PROPOSED WATER LINE o �x �w wt-w w -w w O O E-E-E-E-E-E-E-E-E-E-E-E-E-E-E w E-E POOL ^� V GEN. e r LP. PROPOSED UTILITIES POOL® DRY WELL O N ® OG4S �` s EDP. 6'x3'DEEP O 27.4- ... OUTDOOR +29.8 SHOWER w .: BRICK PATIO t z ASPH4L7DRNEVJAY GARAGE. : PROP. PATIO m SPA ON GRAD m'._..�'.'........!...';.,','.'!.:i{ 10.2' LAND NIF OF BELG.BLOCI(CURB UNION FREESCHOOLDIST2 +30.1 12.5' " : I4.0 +31.13 ' 1 28.7 VACANT/WOODED 150'+ 1 STY FRAAIE....,'^ '.iiNGROUND + +29.2 9 DWELLING : PORCH LP. I SWIMMING COVERED PROP..t.-. 4300: / .'POOL PATIO ,'CABANA o ELEV.29.8 VACANT LOT 8 v COVERED - 33.0'.. ..!: ' DR BROWN 100' STONESTOOP �." ... I OL SANDYLOAM O.R. U.P. 34.9' - SM BROWN I'A o +29.8 +3 •2 EXISTING SANITARY LOAMY SAND 1.5' x .. C.O. - $ 9.4 {?.":'.' ROWN r ScSC CLAYEY ® y +30.3 2 PR C'T� MIXED SAND 4.4' PALE D BROWN MEDIUM ' PATIO g SAND O I3... _ 6 O GRAVEL SIN NO WATER 0_H.WIRES i'. : 35.6': .,.. L.P. O 7T 29 9+ 14.0' SEPT.28,2023 +30.1 PROPOSE SEASONAL SEPTIC K.V OYCLIUK LS x 1000 GAL S. &LI)8'X4'DEEP L.P.28.3 MD¢9.5 +29.8 9.4 PROPOSED POOL FENCE MOM. +28.6 S 79042'40"W - LAND N/F OF 198.43' c.0 NIEVES FA THE WATER SUPPLY, WELLS,DRYWELLS AND CESSPOOL _ o ------- DWELLINGS LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS LQT 7 ILY TRUST I AND OR DATA OBTAINED FROM OTHERS. W NVELL WATER CA �� AREA:20,388.65 SQ.FT. or 0.47 ACRES ELEVADON DATUM:_NAVD88 DWEW NG O UNAUMOR/ZED ALTERATION OR ADDITION TO MIS SURVEY IS A WaADON OF gCDON 7209 OF DIE NEW rnRK STATE EDUCATION"IV. COPIES OF MIS SURVEY "Al'NOT BEARING ME LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSDERED TO BE A VAUD MU£COPY. GUARANTEES INDICATED HEREON SHALL RUN WMIELL WATER CJ ONLY T°RE ,AND FOR AS M£SURVEY/5 PREPARED DIV ON H/5 BEHALF TO RE or I COMPANY,COVFRNNENTAC AGENCY AND(FJl01NC W507U0O'.' ONLY NEME P ANO TOR ASSIGNEES R ME LENOWC D ANO N IS BEHALF 7 ARE N07 r COMPANY, V INC O FEETS M DIMENSIONS SHOWN HEREON FROM ME PROPERTY LINES TO M£STRUCTURES ARE fM A SPEpfIC PURPOSE AND USE THEREFORE M£Y ARE NOT INTENDED TO NGNUMENT THE PROPERTY UNES M TO GUIDE INE ERECRON OF FENCE$ADDIDMAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/M SUBSURFACE SMUCNRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHMCILLY ENOENT ON ME PREMISES A T THE DUE OF SURVEY SURVEY OF:LOT 8 OF NEW CERTIFIED TO: NOREEN MYERS; MAP OF:SOUNDCREST WOODS SEC. ONE r�S a M. oP)0 ° FILED:FILED JUNE 9, 1969 No.5315 wr SITUATED AT:EAST MARION F 7�� ROAD p� REVISED 03-07-24 TOMOr:SOUTHOLD o o MAIN ROAD ADD COVERAGE: 03-05-24 SUFFOLK COUNTY, NEW YORK o5B881 �Z �o KENNETH M WOYCRUK LAND SURVEYING, PLLC REVISED 09-28-23 SF 5JR' Professional Land Surveying and Design WELL P.O.Box 153 Aquehogue,New York 11931 REVISED 07-20-23 FILE 0 223-34 SCALE:1"=20' DATE: MARCH 22, 2023 NY.S USG NO.OSDB82 PHONE(a31)29B-ISe9 FAz(eaLl zee-Lees General Construction Notes 1.LOT AREA.20,388.65 SF OR0.47ACERS TYPICAL CONCRETE RECTANGULAR SEPTIC TANK 2.SCTM#1000-31-4-1 HEAVY DUTY AND 3.BOUNDARY AND TOPOGRAPHIC INFORMATION FROM A SURVEY BY KENNETH M WOYCHUK LAND SURVEYING PLLC, LOCKING CAST IRON COVER TO GRADE LAST DATED 9128/2023.ELEVATIONS REFERENCED TO THE NAVD 88 DATUM FINISHED GRADE 7 4.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS _T L OF THE TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED 5.THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE 2,5' MAX 2' MAX CHIMNEY < COMMENCEMENT OF WORK.THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE / -� / -1 PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. \ I \ 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING w \I lrld\ I ' ' z WORK. W/ 20' O z 7.ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE �_ �_ AND FEDERAL LAWS.CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OFF ALL INLET MIN. Z UNSUITABLE MATERIALS OFF SITE.DEBRIS SHALL NOT BE BURIED ON THE SITE. 4' DIA _ -1 L 35 PVC SPIPE 0 8.ALL PRECAST STRUCTURES SHALL BE APPROVED BY THE COUNTY AND COMPLY WITH THEIR REGULATIONS. PITCHED b'/1' Q Q 9.ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 3,000 PSI 28 DAY STRENGTH CONCRETE. L = 2W TO 4N ®® ® ® 10.SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS ®® ® ® ® ® �/ OO (n 11.DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO LOCKING CASTING ®® ® ® ® ® O r W PREVENT THE TRANSPORT OF SEDIMENT TO OFF SITE AREAS,PONDS,DRAINAGE INLETS.THE METHODS AND FINISHED GRADE TO GRADE H ® ® MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL 0 CONFORM TO THE NEW YORK GUIDELINESFOR EROSION AND SEDIMENT CONTROL, CIO 12.ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM COVER TO GRADE 1.0' MIN - x MOISTURE CONTENT AS DETERMINED BY STANDARD PROCTOR TEST, IF DROP "T" IS USED ON INLET 2.5 , 2.0' MAX w ¢ �J 13.ALL COVERS ON TREATMENT UNIT SHALL HAVE LOCKING COVERS MAX 2' MAX O a f G LOCATE DROP "T" ~ > N a PROVIDE 2"VENT PIPE FROM THE OWTS TO THE SINGLE-FAMILY DWELLING AND CONNECT TO THE WASTE PIPE VENTING TOP-� e:a:; 20'MIN 20"MIN {' UNDER ACCESS U ' SYSTEM WITHIN THE HOUSE.PIPE SHALL HAVE A POSITIVE SLOPE FROM THE OWTS TO THE HOUSE SO ANY LIQUID OPENING FORW� v, WILL DRAIN TOWARD THE TREATMENT UNIT. INLET 8" ;f, MAINTENANCE f� 8' MIN MIN. 4" DIA �. 12" 10" 10' MAX w APPROVED PIPE 6" -� OUTLET a PITCHED Y4" PER FT. 14" BAIFLEr MIN 4" DIA APPROVED ~ i WALL 18" PIPE PITCHED J6" PER FT 3'MIN LEACHING 8" COI.I AR SECTIONS nY 3' MIN 6' MIN PENETRATION INTO A VIRGIN ` STRATA OF SAND AND GRAVEL EXIST HIGHEST RECORDED GROUNDWATER EXIST WELL WELL BACKFILL MATERIAL TO BE CLEAN SAND AND GRAVEL \, , I ° I DWELLINGS I CONCRETE LEACHING POOL DESIGN AND W/WELL WATER LAND N/F OF I CONSTRUCTION DETAILS " I � WELL+150'FROM PROPOSED LP LUCIA DIRE I ' I ' +29 I CP+150'FROM EXISTING WELL LOT 9 PROPOSED UTILITIES I n N 79042'40" E 26'N HEDGE 19'N 197.48' DWELLINGSPIKE .. } SANITARY SYSTEM DESIGN W/WELL WATER Z MON. PROPOSED POOL ENCE + +30.3 +30.0 29.7 28.9 28. �- Z WELL+150'FROM PROPOSED LP I IN ° 6 F W •NEST HOLE W PROPOSED LINE -� ,O / L LU Q CP+150'FROM EXISTING WELL p O 6 x EXIST GEN. oE-E-E-E-E-E-E-E-E-E-E-E-E-E-E E POOL �-. W -11 WELL PROPOSED UTILITIES W ` � \ POOL DRYWELL I O POOL HOUSE � z o N ® m o EQUIP® 6'x3'DEEP O 1 D00 GALLON SEPTIC W o 0 +29.8 � \ w T TANK = z = 27.4'._ .... `� rn � � � BRICK PATIO �� 8'x4' LEACHING POOL U � o I►� o ASPHALT DRIVEWAY GARAGE F \ lTl z Z � PATIO Q � � GF 30.8'. 10.2' LAND N/F OF � proposed CO 16.1 +30.1 14.0' UNION FREE SCHOOL DIST 2 +31.1 3.1', 20'X40' 28.7 VACANT/WOODED T W X 1 STY FRAME... - INGROUND -{- POLYLOK 20" i LL SCREENED�N EXIST 1 SWIMMING. : PROP DISTRIBUTION BOX o 107 DWELLING o LP W/LOCKING COVER - +29.2 #13LI RCH \` POOL POOL o ELEV. 29.8 AND SECONDARY n ^ PATIO HOUSE N w SAFETY COVER AT tL O GRADE LL VACANT LOT 8 :� FFL 33.0' :':: u OL SDR.BR LOAM 100' COVER STOOP N LL I 0.8' FROM OWTS //�� m 34.9' 0 -yT0 LEACHING FIELDS / ' BROWN v, o +29 8 + 0.2 EXISTING SANITARY C.G. Q sM LOAMY SAND 15 MYER PROVIDE SPEED LEVELER O ' ''� '' � '' � '� I BROWN 12" THICK UNDERDRAIN ON EACH OUTLET i 40.8' + . 9.4'.. o sc CLAYEY 1300 STARS ROAD FILTER MATERIAL TYPE 1 30.3 .2.V PROP. C PROPOSED d MIXED SAND 4.4' Q DECK o EXIST SEPTIC a PALE - POLYLOK D-BOX DETAIL EAST MARION NY ? d m SEPTIC PATIO TANK I BROWN N.T.S. ' MEDIUM SCTM# 1000-31-4-1 W N '. ....'.. : TANK g SAND 7 i &GRAVEL � I � SW PROP EXP O NO WATER O.H :..'.'.' 12.0' LP W 17 _ _ _ .WIRES SEPT.28,2023 i +30.1 291 9 9+ c PROPOSED S ASONAL SEPTIC O K.WOYCHUK LS 1000 GAL.ST&[11 8'X4'DEEP LP 2p ;n X }�•3 HEGW ELEV 2.0' U) Q +29 5 1 +29 8 PROPOSED POOL FENCE +2 •4 MGN. Q LO � Of +28.6 S 79042'40" W 198.431 Lu U. 7 a LAND N/F OF ( z cal Q o NIEVES FAMILY TRUST i � OC o LL DWELLINGS LOT 7 w � ' N W/WELL WATER WELL+150'FROM PROPOSED LP F- ; DRAWN BY: JF/JP CP+150'FROM EXISTING WELL � 0 � 24' 0 ' J � 0 DWELLING OW �s�c�£^'� Fz U O w O W/WELL WATER a N LL X NOVEMBER 11, 2C WELL+150'FROM PROPOSED LP ms� COS I- o =o 0 CP+150'FROM EXISTING WELL rTBER raNr `t q CO PACKING ^ W 0- M W a CTrPlcocj L, ° M z w SCALE: AS NOTE rC\j EXIST EXIST y'/i kE�C~' �G a aB P-PIPE D. Z N G x BEND p O ao WELL WELL `+Jt • 1 m SfPnc U LL T �' P .j FROM DNEtcINc TANK O w SHEET NO: MAIN ROAD W Cc --«rM 'P Gl. BD°PVC WYE d TO PLC t0° EXIST 0, G57'��� Noug ADAPTOR w i- 0- CI WELL ; 4. CLEAN OUT DETAIL (n < W Water lines must be inspected b t fuffolk County De t off'Health S o N.T.S. rv� SITE PLAN Call (s31)852-5754, A8 hours in advance, to schedule inspection(s). SCALE: 1" = 20' *-5-oyo 14 LOT COVERAGE S.C.T.M. NO. DISTRICT: 1000 SECTION: 31 BLOCK: 4 LOT(S): 1 20%MAX=4077 S.F. WELL o DWLLING W/SCREENED PORCH&COVERED STOOP:2461 S.F. D PROPOSED SWIMMING POOL: 800 S.F. WELL o I o WELL PROPOSED POOL CABANA: 350 S.F. COVERED PATIO: 313 S.F. DWELLINGS PROPOSED SPA: 49 S.F. W/WELL WATER LAND N/F OF PROPOSED REAR DECK: 453 S.F. I A f _,v24 `9i7� I Z. oo LUCIA DIRE PROPOSED TOTAL:4426 S.F.or 27.7% +29.7 " LOT 9 FC _I EDMEIIN,G DEPT. N 79042'40" E 2.6N HEDGE 1.9N 197.48' 1.12. ''S G OF 8�}1LI HO -yrjD DWELLING 0.5 S SPIKE WNVELL WATER I Z MON.+30.3 +30.09.7 4'CHAINLINK FENCE 28 9 28 8 + PROPOSED WATER LINE SMEWN3 ° < w w w w w w7�1' o WELL X �o '� GEN. E-E-E-E-E-E-E-E-E-E-E-E-E-E-E- LLI I -- -- --- V ® PROPOSED UTILITIES ¢ 0 APR 2024 �n POOL :":;•27.4';•;.:::;.:'::": SHOWER 29.8 rn \ " EQP. �x c10 z :•.'.:::':' SLATE \ I o $j�INGD o •... - y �..... ..........'.... .. ... PATIO 7'x _ D z ASPHALT DRIVEWAY ¢•_ .GARAGE:::•:-'•'•'. •'•': F TOWN OF S® � W�•• '•SPA-. \ z v . GF 30.8:: :' '•'::' :20.0':::' ::: co ..... x LAND N/F OF BELG.BLOCK CURB 14�, .0' Lu UNION FREE SCHOOL DIST 2 +31.1 '3.1' 16.1' c� 2 0 :.':• .:. :.;:..'•;• 0 tr 28.7 x w VACANTNVOODED 150'+ � LU LU i STY FRAME':::'. - ( INGROUND + +29.2 I n :: DWELLING ;•;.:. SCREENED' .-CABANA' L.P. 1 0o : PORCH' N z POOL'-'.;•.. O 0 •:'o z ELEV. 29.8 VACANT LOT 8 COVERED �, ::'FFL 33.0".':: •'.'. O :.'� X DR BROWN 100, STONE N:.. EXISTING SANITARY N 2 OL SANDY LOAM U.P. STOOP 111 U 0.8' BROWN +30.2 SM LOAMY SAND m o +29.8 C 40.8' ":'...' •'.' , '•'.: BROWN n 9.4''•'..... •".:. 48.2' SC CLAYEY O m +30.3 ::: 2•1 Es S,T_ I F MIXED SAND 4.4' PALE z o L -J SLATE PATIO p BROWN W v •'.:. .'.:.'. .'. •'.:.:'••'...••••'': I MEDIUM N.'.,,..'.'.,•'.-•.'. '-'.. •:,•'.... '..o SAND d I N 0w• I GRAVEL �►,t�' �, SW (/ EXP. NO WATER 35.6'. :'''. :' .'.'• L.P. 17' O.H.WIRES - W - _ - +29.9 �/" �_ �7 SEPT.28,2023 +30.1 Y PROPOSED SEASONAL SEPTIC K.WOYCHUK LS \k\ 1000 GAL S.T.&(1)8'X4'DEEP L.P. 28•3 �9.5 +29.8 +29. 0.3'N 4'CHAINLINK FENCE +28.4 + FC 0.3'N +28.6 S 79042'40" W LAND N/F OF 198.43' MMOW, o.2'w � NIEVES FAMILY TRUST 7HE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA71ONS SHOWN ARE FROM FIELD OBSERVATIONS -- -- -- - _ DWELLINGS LOT 7 AND OR DATA OBTAINED FROM OTHERS. N W/WELL WATER NAVD88 01 AREA:20,388.65 SQ.FT. or 0.47 ACRES ELEVAnON DATUM. DWELLING fO UNAUTHORIZED ALTERATION OR ADD/AON 70 THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA770N LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN W/WELL WATER - ONLY 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE SIRUC77JRES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES; ADD177ONAL S7RUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDFJVT ON THE PREMISES AT 7HE 77ME OF SURVEY SURVEY OF: LOT 8 CERTIFIED TO: NOREEN MYERS; MAP OF:SOUNDCREST WOODS SEC. ONE °WELL FILED: FILED JUNE 9, 1969 No.5315 WELL UNDER-CONSTRUCTION 04-15-24 SITUATED AT:EAST MARION REVISED 03-07-24 rowrl on SOUTHOLD MAIN ROAD ADD COVERAGE: 03-05-24 SUFFOLK COUNTY, NEW YORK KEENNETH M WOYCHUK LAND SURVEYING, PLLC REVISED 09-28-23 � Professional Land Surveying and Design r'7/+ WELL 41 P.O. Boa 158 Aquebogue, New York 11931 REVISED 07-20-23 FILE rl 223-34 SCALE:1"=20' DATE: MARCH 22, 2023 N YS. LISC. No. 050882 PHONE (881)288-1588 FAX(881) 298-1588 DISTRICT' 1000 SECTION:31 BLOCK: 4 LOT(S):1LL 0 WE A WELL o 1 0 WELL 0 DWELLINGS -ft WAIVELLWATER LAND N/F OF CA 010 cm >C0 LUqIADIRE r_ dC=== +29.7 LOT 9 09 HEDGE r�a C2% N 79 E 2.6N 0- 'D 197.4P CLING 04214011 05S SPIKE ILL WATER i3i [fig I 4'CHAINLINK FENCE �4 "+30.3 +30.0 `F2 .7 28.9 0 WELL GEN. If SHOWER 29.8 41 .274'.*.'.' S31 POOL \lti LATE Nss EQP. U.).0�� PATIO C) 7' SPA,.' ASPHALT DRIVEWAY b GF .. .... ...3.0:8 w 11 i0l. 10.81 X. LAND NIF OF ........... SLATE I V 7-1 51 BEL G.BLo C.K CURB. +30.1 14 0": 16 F UNION FREE SCHOOL DI VACANTIWOODE +31 28.71 a-- I STY + LLP ISTYFRAME SCREENED, CABANA'-. CH"I+29.2 DWELLING*•*"''""r, I g LP. c 4 POR POOL jj _4 7X COVERED IqT LOT a FFL 33.6 EXISTING SANITARY ........ STONE .. ...... 0 U.P_ STOOP o It +30.2 MOO ()o . .' ... ........ . 0&1 43.2 .. .... ... ES-D +30.3 w In 0 15 20' U) gE In ......... +29.9 +30.1 U3 SEASON,41.SEPTIC 28.3 OFF Ll 3 1000 GAL S.T.&(l)8'X4'DEEP L.P. + 4'CMNLINK FENCE +28.4 FC s MON. +2 .5 1 +29.8 +20-- 03N ; I 03N +28.6 MON. 02W S 79 042'40" W LAND N/F OF 198.43' NIEVES FAMILY TRUST I THE WATER SUPPLY, NIELLS:DRYNE 4 I LOCATIONS WOW ARE FRaV RELD DWELLINGS LOT 7 AND OR DATA OBTAINED PROW 07H, WIVVELL WATER AREA:20,388.65 SQ.FT. or 0.47 ACRES aEV4RQV DAnaw. NAVD88 LUNG UNAWHOWED ALM?A?IaV OR AOOMaV M IMS SURVEY IS A WOLARON OF SECTION MW OF W NEW MW SrA 7F EDUCATION I AW. CQFQ LAP NOT BEARING IFE LAND SUftWYQ?V MOSSED SEAL SIMU.NOr BEMWOERSID To BE A VALID TRW COPY QUARAN=MCA=I LLWATER ONLY TO Wr PERSON FOR Wolf W SINVEY IS PREPARED AND ON WS BEHALF To TIE TITLE COWAN%COMMAIENTAL AQENCY AMD Lao LISTED HERM AND TV IW ASMEES OF W LENDING INS177URN CUARANZEES ARE NOT 7RANSFERMZ THE QTSE`7S OR DMNSONS SHOW HEREON FROV THE PROPERTY UIVES 70 THE STRUCTURES ARE FOR A SPECIRC PINFOX AND USE ZHBU Nor INTENDED To maw4(jNr THE pRopET?Ty Ines OR To aor juE jjwcRDN OF FENCES ADDITIONAL STRUCTURES GIR AND olHER NPROm ANA/W SMWAGE STRUCTURES REWIDED OR UARECORDED ARE NOT GUARANTEED UAMSS PH)W=Y EWOMYT ON THE PREAOSES A r VIE suRvEy OF.-LOT 8 OF NZjV CERTIFIED To: NOREEN MYER;, REVISED S.T. LOCATION 05-30-25 mAp OF.SOUNDCREST WOODS SEC. ONE WELL FINAL SURVEY 06-10-24 Fl—FILED JUNE 9, 1969 No.5315 f. WELL UNDER—CONSTRUCTION 04-15-24 SUM=AM EAST MARION c REVISED 03-07-24 Tom OF;SOUTHOLD o 0 MAIN R OAD ADD COVERAGE: 03-05-24 SUFFOLK COUNTY, NEW YORK 050882 x NEM X"0 CRU LAND 9 I Prareadanal land Surveying REVISED 09-28-23 P.O.BOX 153 Aquabogue,Nal @ WELL REVISED 07-20-23 FILE 111 223-34 SCALE 1"=20' DATE MARCH 22, 20231 N. PH=(631)20-15W FAX(63 Lf.Na 050582 e S.C.T.M. NO. DISTRICT: 1000 SECTION: 31 BLOCK: 4 LOT(S): 1 WELL o WELL o I o WELL DWELLINGS W/WELL WATER LAND N/F OF LUCIA DIRE +29.7 I " - LOT 9 FC I N 79042'4011 E HEDGE 2.YW DWELLING 0.5'S 2.6N 1.9'N 197.48' ITS SPIKE WNVELL WATER I Z FA]MON+30.3 +30.0 68 9.7 4'CHAINLINK FENCE 28.9 28.8� I ..� o x �n � x o WELL V \ w GEN. I co Q O NJw SHOWER 29.8 p'w E-� POOL x ::::':::::-':'27.a':•;.::::' SLATE R��NE �E`E- - �-' EQP. I w PATIG �p3E E ESE F x O_ c �••.:.. '".. ••.: SAS �� \ 7' z ASPHALTDRIVEWAY w� GF30.8 •: :':': = :: 6/ E 20.0'': :: p cat.....•........•.'....•,•....... W. E/ C�,\C� F ..::••:.;:;;'•'::.::"::::: �E� ESE 10.8' x LAND N/F OF BELG.BLOCK CURB �E 14.0' w UNION FREE SCHOOL DIST 2 +30.1 �^ cA +31.1 3.I':: ::: :.;•'..::::.:: 16.1' O z a+ .•"• : :' rr 28.7 x w VACANT/WOODED 150'+ :'.I STY FRAME'.:-;-.•.• INGROUND w :.1 STY :':: + _ I �= : DWELLING•'".'::;': SCREENED, L.P. CABANA:: I z d +29.2 30 PORCH N o ... P00L"::::'': �'' $' ro c VACANT LOT 8 v COVERED t,"',•.. FFL33.0".•.-::- -� O ¢ ;v r U.P. STONE N .'.':•;•:.:...•..:.::.:.:. :•:.:.: EXISTING SANITARY � � N 2 a D ro 100' STOOP U o a a m .'c c o A 7 +30.2 n a G C �•1 o x /% CO It O j h 3 0 m; r 40.8'�RFS \` y 3 a o z D m o 28 ` m O 0 WIRES _ •:•.••'•::-='•'.•.:•-"'':.•:•'''_'. � - % O d_ o o � � _ +29.9 L.P. w +30.1 X � m m� � w a x G w \X SEASONAL SEPTIC it 28.3 3 T o�•o o m MON. {-29.5 +29.8 �-29 0.3'N 4'CHAINLINK FENCE 1000 GAL S.T.&(1)8'x4'DEEP L.P. + FC °d T +28.4 �b Y-V0.3'N 0 m m +28.6 o I n I MON.I 0.2'W S 79 42 40 W 198.43 a LAND N/F OF w NIEVES FAMILY TRUST THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL o ------- LOCATIONS SHOWN ARE f OBSERVgT)ONS DWELLINGS LOT 7 FROM OTHERS. I AND OR DATA OBTAINED FROM OTHERS �h I j ti WNVELL WATER AREA:20,388.65 SQ.FT. or 0.47 ACRES ELEVAT70N DATUM: NAVD88 DWELLING �O UNAUTHORIZED AL7ERA77ON OR ADD17ION TO THIS SURVEY IS A VIOLA770M OF SECT70N 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7H£LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN W/WELL WATER - ONLY 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS71TU7701V LISTED HEREON. AND 70 THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. ploy;no 7HE OFFS£75 OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPECInC PURPOSE AND USE THEREFORE THEY ARE S O 1lAAO.L NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR 70 GUIDE 7HE EREC71ON OF FENCES, ADD17IONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS ;1laillpeda® Bulplln8 AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY ENDENT ON 7HE PREMISES AT THE 77ME OF SURVEY SURVEY OF. LOT 8 CERTIFIED TO: NOREEN MYERS; MAP OF:SOUNDCREST WOODS SEC. ONE of �F�, SZOZ s _ Nn�. REVISED S.T. LOCATION 05-30-25 �P�" " wo1yo� Ti P ° FILED: FILED JUNE 9, 1969 No.5315 �� WELL FINAL SURVEY 06-10-24 WELL UNDER-CONSTRUCTION 04-15-24 SITUATED AM EAST MARION r F La REVISED 03-07-24 7owN oF:SOUTHOLD o - ,- MAIN ROAD ADD COVERAGE: 03-05-24 KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK �sF oseae2 Jr, Professional Land Surveying and Design REVISED 09-28-23 eN' P.O. Box 153 Aquebogue, New York 11931 0° WELL REVISED 07-20-23 n 0 223_34 SCALE:1"=20' DATE: MARCH 22, 2023 PHONE(881)E98-lWS FAX(69L) 298-1588 n ^ N.Y.S. LISC. N0. 0508B2 .�Y� • A7PROVED AS NOTEO OCCUPANCY OR CO.VP,'- ►VM ALL CODES OF PLUMBINr DATE: '�' 6.P. D USE IS UNLAWFUL AS Y09,K STATE&TOWN CODES ALL PLUMBING V,. FEE yyr� BY. AS REQUIRED AND CONDITIONS OF &WATER LINES ' WITHOUT CERTIFICA � a�Ta,��Ze TES, .; 'RE C NOTIFY BUILDING DEPARTMENT AT F r7—T"' - -._,.. 01-765-1802 8AM TO 4PM FORTHE OF OCCUPANCY SOMOLDTUNNPtA'd,d�N�BOARD FOLLOWING INSPECTIONS: SoLnOW TOWN TRUSTEES �'PLUME3ER CE'nTac,••, 1. FOUNDATION-TWO REQUIRED ON LEAD , FOR POURED CONCRETE RETAIN STORM WATER RUNOFF t".Y.S.DEC �. 7 66F-C jiE 2. ROUGH-FRAMING&PLUMBING PURSUANT TO CHAPTER 236 SOUT -00M CERTIFICATE OF OCCUPANCY3. INSULATION OF THE TOWN CODE. �i 1lo(y f e" i SOLDER USED IN WATER 4. FINAL-CONSTRUCTION MUST - I SUPPLYSYSTEM CANNOT BE COMPLETE FOR C.O. EXCEED 2110 OF 1% LEAD. ALL CONSTRUCTION SHALL MEET THE TRUSS PLACARDING REQUIRED REQUIREMENTS OF THE CODES ^ YORK STATE. NOT RESPONSiB (� A DESW OR CONSTRUCTON ERR di ® O� z DO V' T Ft O*SEED V.",TH FRA?.'ING UNTIL SURVEY . 047 FOUNDATION LOCATION' HAS BEEN APPROVEP, F4 C till exterior lighting 0 E-4 Installed,replaced or C repaired shal l conform 0M to Chapter 172 W olf the Town Code RIGHT ELEVATION FRONT ELEVATION SCALE: 1/4" - V-0" SCALE: 1/4" = 1'-0" uj Lu Q) Z Z � Z � J X C) N Z00ti °�O F-- _ (nO ::) M w n. O o DRAWN BY: JF 7/8/2023 LEFT ELEVATION REAR ELEVATION SCALE: SEE PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" `� SHEET NO: w A � � z O1 A O g z A � O �� k P O C 25'-0" O � en 1- _---------------------------------Sx16VnT---------------------------------- -, ^ _ �T a v' o- v V v ca i �ii1••� Ic II / V 1 fY I 1 �op 61-7Y211 i I I q�0 i I I I I i x ii II I I fV xN x N 2' !! ! 'D' i � 1 •' I n I � i eq ' I .w w..,o-- .... � •<'d LL 1! tfI i lilt K IiuIi I!"fI r E U !€ �POOL HOUSE b/ 1A LLpO�N H x ! !s GROSS 350sqft. Z O CRAWL SPACE O BATH I Nz _� _��1 Q x - _r-I 1 00 00xMAXSC 181 x -911 RdF. 31_OII .! ,! !, r , t 1 I t ♦ 10"PC WALL !I x ' s "! u n 8'-4%" 2'-0" 51-011 p , i DAMPPROOFED 8-4/ ;. v N w o0 ; ; 20"X8"FTG I 1 Lu E !; -- it - I qw (3)#4REBAR < LATCEILING m I (3)2X10 HDR — 4.7 r. i n!E 8"BIFOLDDO BUILDWALLTO UNDERSIDEOF ROOF L _ .. ......_... _._. .._._._.. _ .. __..___..____._W_._-_--_.___ -_._-------------__-_.___-_-__-----__I._ II!E u!1 u! Hit III` 8'-10%" ili! !iii I I � W 25'-011 IIII Z llii w w 777 C.0 Z Y/ \y� Z O Iil! !Eil I I I +!" "'1 O MASONRY PATIO ON GRADE o COVERED PORCH b I I W � 04 II!i N N!II' I!!i 04 x x.Eif II!I N CATHEDRAL CEILING >/ ---�o O to��/� t!!i fYl M Iili �I Il11.... �iki3 I I ti!i ill! 1!!i !ti! �� 10X10 COLUMN w/ Z I I m O !I E t 6X6 ACC!POST +k l I I 16X16 CONC.PIER I " !"! 3 OW GRADE r i I!i iti! �M'1 3 2X12 GIRDER •- 3 2X12 GIRDER c/ BE A RE LL 13'-211 10'-611 25'-011 Q) A)� O 7 FLOOR PLAN <1A DRAWN BY: JF SCALE: 1/4" = 1'-0" FOUNDATION PLAN 7/8/2023 SCALE: 1/4" = V-0" SCALE: SEE PLAN �3. 4� � SHEET NO: A- 2 A I 1 1 1 • 12 m W lop' w w A 4 Im 1 J N 0co Z 1 1-3/4X11-7 8 ML RIDGE 1 1-3 4X11-7 8 ML RIDGE O O I I • r4 P4 r , Xz�1��q( O r"'1 ' m P�TF M 12 6� 0 co m 2X8 RR @16"0C 1-3/4X11-7/8 RIDGE A -1-� W 11-7/8 M L W RIDGE �-�� z �,�(Q)1 0 v (.0 zLo i6ROOF PLAN Nw CD o @ "oc 2X12 SCALE. 1/4 - 1 -0 -J X -iLo VALLEY PLATE 3/8"THRU BOLTS Z 0 O CO (TYPICAL) 0 co DBL 2X8 COLLAR TIE ; 0 j 3 L�J O O ( ) 2X12 GIRDER LL 0 2X6 STUD 1OX10 COLUMN WALL(TYP) I I I 0 I I N I I INSTALL BIFOLD DOOR 00 PER MFGR INSTRUCTIONS 6X6 2X5 ACQ PLATE DRAWN BY: JF POSTST TERMITE SHIELD SILL SEAL 7/8/2023 4" CONC. REINFORCED w 10 6X6 WMM FINISHED FLOOR OVER 3/4" SUBFLOOR � �.0 2X10 FJ @16"OC . a a , e . 10. a a . o • b; SCALE: SEE PLAN • gg " a 2X4 ACQ 'a; 4 SHELF 6 , 10" PC WALL = �' r _ • 4y . 16X16 CONC. a � 11 DAMPPROOF -0' ICJ ".3 r •n '° SHEET N O. m PIER (TYP) Qa• 2 CONC. SLAB Aa• m : , + ' 20"X8" FTG— (3) #4 REBAR CROSS SECTION A 2 3 SCALE: 3/8" = V-0" A- 3 Or f � STORM WATER MANAGEMENT DETAILS 3 1000h RUNOFF AT DRYWELL DRYWELL LOCATION: SF AREA: 2"RAIN PER HOUR PROVIDE: CAPACITY: 11/410 NEW ROOF AREA: 729.2 SF 121.8 CF (1)8'dia.,4'deep 169 CU.FT. 11/2 1 1/4 W SINK o LAV W.C. 13" OGEE GUTTER-STANDARD 5" NOTES: O F� 1).EXECUTION: 1 1/2 A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. um C.O. I 2).PREPARATION: ■ 1 . /1I / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION.L 3 I C.O. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR 3 11/4 3 ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. O ' 4 — 3.INSTALLATION: O A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. r TO APROVED 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. O V J SLOPE" 1/4" PER FOOT PITCH TO DRAIN 4"C.I. SEPTIC SYSTEM 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. 0 a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND `•, TRAP HOUSE ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. PLUMBING SCHEMATIC DRY WELLS TO BE 10'MIN. a).PROTECTION: AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. SCALE: NOT TO SCALE B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. OO C O 0 C O 0 0 0 0 12" 0 0 0 0 2" . . . . • FASTENER TYPE: SPACING: No.8 WOOD-SCREW w BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH No.10 WOOD-SCREWS BASED ANCHOR WITH 16"OC 2in.EMBEDMENT LENGTH 1/41n.dia.LAGSCREW BASED ANCHOR WITH 16"OC W C.0 0 N 21n.EMBEDMENT LENGTH 0 0 0 o 9 cc 0 —1 >< _j to Zo Q00 3/4" PLYWOOD Z M T SHEATHING NG LL! .J.. 1/2"APA RATED SHEATHING 0 /1 GRADE PLYWOOD ♦/� O m r (ALTERNATIVIVE:7/16"O.S.B.) • • •• • cc • • 'U) O O GRADE PLYWOODRATED SHEATHING C VA (ALTERNATIVIVE:7/16"O.S.B.) • 20 Cc Cc 9 cc 0 0 FASTENER TYPE: SPACING: V 2X4 DF#2 No.8 WOOD-SCREW O O STUDS 'n BASED ANCHOR WITH 10"OC v' WINDOW SILL 21n.EMBEDMENT LENGTH 0 TYPICAL WINDOW OPENING No.10 WOOD-SCREWS ' BASED ANCHOR WITH 12"OC PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH THAN 4 FEET 1/41n.dia.LAGSCREW BASED ANCHOR WITH 16"OC Q 21n.EMBEDMENT LENGTH TYPICAL DOOR OPENING he DRAWN BY: JF PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: 2-2X4 DF#2 STUDS CONNECTED AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW OR GA BOLTS W/WASHERS BASED ANCHOR WITH 8"OC THAN 6 FEET AND NUTS @ T-0"O.C. 2in.EMBEDMENT LENGTH OR VQ J No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"OC PANEL SPAN GREATER THAN 6 FEET 21n.EMBEDMENT LENGTH SCALE: SEE PLAN AND EQUAL OR SMALLER 1/41n.dia.LAGSCREW BASED ANCHOR WITH 16"OC THAN 8 FEET 21n.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SHEET NO: AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 4 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACIT KING STUDS RAFTER WALL STUD ENDWALL CRIPPLE STUD BOTTOM PLATE W RIDGE �•I HEADER LEDGER BATHTUB ^ �j SIDEWALL DOUBLE JOIST v J /_ RAFTER O w JACK STUDS Z FL OOR USP NUMBER DESCRIPTION APPLICATION O ■_tJ'/� O 1ST. ADS5 HOLD DOWN CONNECT TI 1 SIDE OF ALL CORNERS u u ( ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT 1■�11�■1 F'�'1•/y! FFF^^^"^��y""III CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APP.ICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 [ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIEGE TO EACH RAFTE 2x6-2x8 LS26 18 a. SLOPE HANGER PPLY TO EACH RAFTER LEDGER JOIST DIRECTION WITH DE JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVDE HE FLOORS TO EACH OTHER W/ THREADED ROD. LL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 118ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OCdo �I WALL STUD O � THROUGH-ROOF EXHAUST O F .O VENTS SELECTED AND O En En LOCATED BY CONTRACTOR ` METAL STRAP 'J CRICKET AT TOP-SIDE OF RIM BOARD HIMNEY SNREQUI r� REQUIRED w w RAFTER SILL PLATE(S) WALL SHEATHING RAFTERSA MAINTAIN Ll VENTILATION SIDEWALL FLASHING WOOD JOIST FOUNDATION TOP PLATE BLOCKING ' FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �.' SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF +/a INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"00" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 0-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND 70'AND 4'D" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18go. STRCK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL OPENINGS KEEP ROOFING NAILS OUT 2ND. FLOOR WALL OF FLASHING ROOFING LAPS BASE r FLASHING 4 INCHES r RAFTER \ , BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME \/ EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING ul SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST TOP PLATE SIDE WALL FLASHING GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD AND RAKES -- PROVIDE HEMMED EDGES SO FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION W 4" - 8" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATIGN PRE-MANUFACTURED p� ON ALL OPENINGS CONNECT EACH KEEP SHEATHING MIN. 1-1/2" �V��/\■ RAFTER/PLATE RT15 TYDOWN ANCHOR RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH FROM PEAK TO ALLOW FREE ` THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE r 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TC EACH STUD z z Lf) W Cfl p N DBL. SILL PLATE J TERMITE SHIELD SUBFr O WOOD J Q O O SILL GASKET � WOOD JOIST Z ♦ • CO TYP. CONC. FOUNDATION /1 CONC. SLAB NEOPRENE ..� W DAMPPROOF EXTERIOR 6 MIL. POLY y `� /GASKET 2x6 2x8 CONTINUOUS WOOD PLATE O GRANULAR FILL . I BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR �' � � � � rr^^ O p 1 2 " DIA. BOLTS ®48" o.c. STAG. VJ co V STEEL COLUMN / •p A > d ,d ° s° • \ ROOF JACK ♦ ,,,,• IV; L1� O e ♦ CONC. SLAB •p a. �� ,�s STEEL BEAM � �.�. d • A p ANCHOR BOLT EMBEDMENT: • COMPACT FILL POURED CONCRETE: 7" 4" x 1/4" x 8" STEEL �\ O 'p V • s° BLOCK WALL: 15" .`\if\lam • p �, ROOFING LAPS �., WITH 1/2"BO6oANCHOR BOLT KEYWAY FOOTING e V p d ] FLASHING AT M PLATE e a C p CONC. FTG. —► •p '0•p • t°' WITH 3x3 SQUARE SIDES AND TOP 1/2" GROUT ^ • p s ;O ANCHOR BOLT CONNECTION USE((USP LB S58 ORB 583)ERS ,,•. LL REINFORCING BAR ,, I I 3" STEEL COLUMN DRAIN TILE D • ANCHOR BOLT CONNECTION FOUNDATION /8"DIA. ANCHOR BOLT SUPPORTING MA7,IMUMSPACING— FLASHING LAPS ( 10 KIPS ) O SILL PLATE TO FOUNDATION ROOFING AT BOTTOM 1 STORY 72" OC (CRAWL SPACE R FOUNDATION TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION z " TYPICAL BEAM DETAIL "MIN. 3 STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 6 OC WHERE NEEDED FOR STRUCTURAL BRACING. STEEL/ BOTTOM BEARING J\ ALL BOTTOM PLATE TO FOUNDATION i-2 STORIES 57" OC SLAB-ON- RADE ROOF JACKS & VENTS DETAIL I CONC. SLAB r--SUBFLOOR DRAWN BY: JF I 6X6 10/10 DOOR FRAME GARAGEDOOR JOIST COMPACT FILLILL USE 2XB STEEL BEAM FOR BLOCKOUT 4" SLAB (��/8/2023�"• J P.T. PLATE W/6X6 WMM I SLOPE // ► 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT ' 1/2" AlR SPACE < 1 .� 1 2" (WITH A NAILING PLATE IF NEEDED) ' '• •A'� AT END AND `. '• ' .. •. j�p ES OF WOOD �•p •. • • '• • TO BE APROX. 1 2" OR HIGHER THAN �i•4 s s STEEL BEAM TO ALLOW FOR SHRINKAGE A • d �.t__a__s__v__.__� BEAMS O e O •� ► .• •p ,�!•p A- ' d • d ' d ,•'gyp ' • C • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) SCALE: SEE PLAN 6X6 W.W.M. • • . •. 12" e D e O _d �_d T• d_ a•a —III d ° •p •p = MIN, a,e e ° •• �•p t•p A,•� .• ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM p p s C • w s —SUBFLOOR •� d • REINFORCING BAR s NOTCH EQUALS 1/4 DEPTH OF BEAN O s • - ° DRAIN TILE ;� �I •p • REINFORCING BAR 4'•► • 0••••e +° _ ^JOIST • • SHEET NO: • SHEET METAL / 30# FELT UNDER BEAM AT POINT L1 12" OF CONTACT WITH CONCRETE OR CONC. BLOCK � Q1 STEEL BEAM Pd'a 3" PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. . • SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR HOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters In accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used In leu of a ridge strap,the number of 10d common nails required QTY. SPACING (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails In the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT TOP PLATE 10'WALL:4-8d COMMONRAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA UNIFORM CODE intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL 3-8d COMMON EACH ( ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE TO TOP PLATE 10'WALL:4.8d COMMONJOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 V J tlr/yam, construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH 080 r� sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) 0 ^ OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS FIA80 r O �j m The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL above LL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS s Z meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in FLOORS U360 O accordance with table TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) 60 CEILINGS(PLASTER,STUCCO) U360 O These codes are to be considered as part of the specifications for this building and to3. a When wall studs above do not fall line with studs below,the FIRE ESCAPES 40 CONCRETE WALLS(6^THICK) 85 CEILINGS(GYPSUM) U240 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly y with uplift connectors in BLOCKING EACH TOE 2-8d COMMON GUARDS AND HANDRAILS 200 u r/� accordance with table 3.3. TO RAFTER END NAIL SIP WALLS to ALL OTHER STRUCTURAL MEMBERS U240 �1 - 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN,2000lbs EXTERIOR WALLS(PIASTER,STUCCO) FV360 1■ 1�■ FF/''1'ii/ll IF�"1��/11 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) FV240 TO RAFTER END NAIL NON-SLEEPING ROOMS 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift EXTERIOR WALLS(FLEXIBLE FINISHES) FV120 P WALL FRAMING: SLEEPING ROOMS 3D ) 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches In concrete LINTELS(SUPPORTING MASONY WALLS U600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40 r construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 O V, precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacingis to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL P2-16d COMNO LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE M 4-16d COMMO INTE 0 RSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE w Fri or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMNO Sym.: P PP STUD O.C. NAIL SMOKE ALARMS TO COMPLY WITH NF A YS 1 NY attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and HEADER TO 16"O.C. FACE FIRE PROTECTION P 72 AND N R3 4 S. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel 16d COMMCN SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMNON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMNON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST BAND JOIST 2-16d COMNO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA , , length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7). lowablOR$HEARWALLCONNedInta l FLOOR FRAMING: LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2).All footings to rest on undisturbed(virgin)soil. Allowable sidewail lengths provided in table 3.14 shall be permitted to be increased when interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 17 NONE 3).Provide 1/2"expansion joint material between concrete slabs and abutting P y TO HEAVY MODERATE ) P 1 g JOIST TO: PER TOE 4-8d COMv10 concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMNO END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 3000 s.i..Concrete to be 2-8d COMMON4'PERIMETER EDGE ZONE 8d COMMON 6"O. 8d COMMON 6"O.C. SEE NOTES:1,3 g P• TO JOIST END NAIL Q° @ poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: P g g' BLOCKING TO: EACH TOE SEE NOTES:1(BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMO INTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL 6"maximum lifts(layers). P P g 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMON EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4"O.C[ 8d COMMON @ 4"O.C. SEE NOTES:1,3 8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM JOIST NAIL NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8dCOIVVIO PER TOE 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfillin All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d CON MON g p p g• g 8 TO JOIST JOIST NAIL i).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.SILL OR TOP PLATE 2-16d COMMO FOOT SEE NOTE:1 FRAMING NOTES Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. OOFSHE IN For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"xl2"xl2"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch D.C.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Use a minimum 1rc dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. framing members with 0.42<G<0.49,the nails spacing shall be reduced to 3 inches o.c. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE3.8 g P g � W 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SB: WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4),Deck joists to have blocking at8'OD.c.. CEILING SHEATHING: Q) z NAIL SPACING NAIL SPACING AT INTERMEDIATE 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted SHEATHING LOCATION NOTES 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD �F1 otherwise. JOINT DESCRIPTION �J Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. $PA:ING SEE NOTES:1,3(BOTH FIELDS) � Z L{� 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. z where needed. GYPSUM 7" 0.:.EDGE NOTE:2 FOR PANEL FIELD � 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Sd COOLERS INTERIOR ZONE 8d COMMON WALLBOARD 10"OX.FIELD @ 6"O.C.O. . 8d COMMON @ 12"O.C. SEE NOTE:3 N Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 0 6).Concrete piers shall be a minimum 6"above grade. 1 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: 'n _J O O openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES V J 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'll and 8'9.Provide fire to girder(s). JOINT DESCRIPTION - NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. �� z and blocking where applicable. QTY. SFACING O CO 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PET.TABLE 3.9 1.For wail sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall _ 5.All flush beams/headers to be installed with heavydu alvinized hangers and 8d COMMO ) g 8O D t- duty g g PANELS WFCM-SBC be used. ``/^� anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"C.C.EDGE vJ M 6d COMMON P ) P ) g g PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with U) �- 6).Double u floor joists under walls that run parallel to the floor joist and under bathtu s. 1).All water supply,drain a and venting to be installed as r N.Y.S.Residential r^ Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. w vJ on plans. Sd COOLER$ WALLBOARD 10"O.0.FIELD 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails.other access openings unless otherwise noted(typical). FLOOR SHEATHING: O 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL LL provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION 1).PROVIDE 578"TYPE-X SH AND A K FIRE STOPPING AT T MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. /'► 8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P fY QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z•MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. � LL. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"QC.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DEFECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Q/ HVAC SYSTEM NOTES 1"OR LESS Sd COMMO 12"C.C.FIELD (5.7 SQ.FT.2ND.FLOOR) 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFF under all bearing walls. NYT Residential Code provided R302.11- cut o OCKING REQUIRED O 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Flreblocking shall be provided to at oft all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided In wood-frame construction in the following locations. needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,Including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horimntal furred spaces shall also be flreblocked at Intervals not exceeding 10 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as flreblocking In walls constructed CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 1).Nailing requirements are based on wall shething SOIL COMPACTION: using parallel rows of studs or staggered studs. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits. R 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,members nailing requirements for structural TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove celitngs. D 1 \W N BY a C f adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES• P g q REMOVE AND ADD ADDITIONAL FILL AS NEEDED. s shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringer;at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. l).A11 electrical t0 be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND ATTM D 1557).COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of nti i sheat hing wall When wa sa g s continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 7/8/2023 ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2). to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall to permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the flreblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING TUBFLOOR,IS COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or /� approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 SCALE: SEE PLAN torch down type material over. and R315 of IRC. 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO ICOVER TOP ,,��. ���e::C 1,7 SHEET N O: ,• .� A- 6 s. A 1