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HomeMy WebLinkAbout45301-Z �UPFU�, c Town of Southold 10/29/2020 21,. . ; P.O.Box 1179 v'y 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41569 Date: 10/29/2020 THIS CERTIFIES that the building ALTERATION Location of Property: 1330 N Sea Dr., Southold SCTM#: 473889 Sec/Block/Lot: 54.-5-9.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/30/2017 pursuant to which Building Permit No. 45301 dated 10/8/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issuedd is: exterior staircase to deck with chair lift as applied for. The certificate is issued to Pile,Maria of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45301 10/28/2020 PLUMBERS CERTIFICATION DATED r uth d ignature �QS�Fpp1k o TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE oy • �� 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#: 45301 Date: 10/8/2020 Permission is hereby granted to: Pile, Maria 775 Scarsdale Rd Unit 19 Tuckahoe, NY 10707 To: Rebuild an exterior staircase and install a chair lift as applied for. Replaces BP#41713 At premises located at: 1330 N Sea Dr., Southold SCTM #473889 Sec/Block/Lot# 54.-5-9.3 Pursuant to application dated 10/8/2020 and approved by the Building Inspector. To expire on 4/9/2022. Fees: ELECTRIC $90.00 PERMIT RENEWAL $125.00 Total: $215.00 Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT y, 2 TOWN CLERK'S OFFICE �� • 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#: 41713 Date: 6/6/2017 Permission is hereby granted to: Georgiopoulos, C 775 Scarsdale Rd Unit 20 Crestwood, NY 107071052 To: rebuild an exterior staircase and install a chair lift as applied for. At premises located at: _ 1330 N Sea Dr, Southold SCTM # 473889 Sec/Block/Lot# 54.-5-9.3 Pursuant to application dated 5/31/2017 and approved by the Building Inspecto . To expire on 12/6/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00 CO -ALTERATION TO D LING $50.00 Total: $250.00 I Building Inspect r Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlin((-town.southold.ny.us Southold,NY 11971-0959 In BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Marla Pile Address: 1330 N Sea Dr city,Southold st: NY zip- 11971 Building Permit#: 45301 Section: 54 Block. 5 Lot. 9.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: AS BUILT License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1 st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceding Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump Other Equipment: Chair Lift on a 120 Breaker Notes: 11 AS BUILT< NO VISUAL DEFECTS " Outdoor ChairLift Inspector Signature: Date: October 28, 2020 S Devlin-Cert Electrical Compliance Form.xls SOUIyo o�y00UNT1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (F NAL) REMARKS: U�C1 OK Po v 10 DATE INSPECTOR �laF so �o� olo N 0 o`y 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINA IPI'M4 REMARKS: Yi �>im' Q MA" agAL, 450�1 Jo 9*)A� loe 6)er'&lv , I 6AM q I� &Am216l A-w DATE 144 INSPECTOR %9v OF SOOIyo� Ll 55 r_> * # TOWN OF SOUTHOLDD-BUILDING DEPT. 765-1802 t INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ I ANSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]-FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: DATE d INSPECTOR �- �aOE 80Ulyo h� l0 * # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm e�' 765-1802 INSPECTION [ ] FOUNDATION 1ST = j ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [j ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: fiq 41 vpvt tt � o K 5 I DATE 1i yo ' INSPECTOR . ' NSPECTORF T` ►�'RAM STATE BNEROY . • a . . st • r: t a •D A 1 R7C .aC IJ. `!.' r 1 • n a ,.� .... - -� -.ref M-• Scott A. Russell ,��°5� �� STOIRIMMAX]EJR, SUPERVISOR - MANA(G IES IENT SOUTHOLD TOWN HALL-P.O.Box 1179 a 'own of,S'outho ld 53095 Main Road-SOUTHOLD,NEW YORK 11971 0 CH"TER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) - - - -- - --- ---- -- -- - - -- - - - - - - - - DOES TMS PROJECT INVOLVE ANY OF THE FOLLONrINCk (CHECK ALL THAT APPLY) Yes No A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C_ Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted - -1 on-RRM-M-ap o-f---any-watercourse.--- - - ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tag Map Number! Chapter 236 does not apply to your project.. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with pour Building Permit Application. S.C.T.M. 1000 Datr APPLICANT: (Property Owner,Design P tonal,Agent,Contractor,other) D6tnct NAME: ---k10 W-73 iot-ot FOR BUILDING DEPARTIN9ENT USE ONLY ""*'Contact Inrorrnattom " r— x Reviewed By: s7AP / - - - - - - - - - - - - - - - - - - Date: 5 - 31 _�� Property Address / Location of Construct ion Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 t'fof-� SV3FF BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 0, Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny.gov — wand @ ,southoldtownny.goar APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION-(All Inforrnavon I Re-quired) Date,: Company Name: for* Name: P , ch-1 License No.: email: Address:T 5-0q5 Q UA-6 C"4 8 Phone No.: 51 JOB SITE INFORMATION (All information Required) Name: Address: Cross Street: Phone No.: -7 Bldg.Permit* q,5307 email: MkP '-k'-7A ro- TaxBlock:,Map District: 1000 Section: '3 BRIEF DESCRIPTION OF WORK (PleaseRrint Clearly) oevo e,leo4 e 0- an 1 n ka L Circle All That Apply: Is job ready for inspection?, NO Rough In incl Do you need a Temp Certificate?- YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: -A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected- Underground - Overhead 1# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Addition-aij,normation:- i I P PAYMENT DUE WITH APPLICATION OCT 2020 0 71.j-x 1'211 y 7 G DE PT. 0 ( ' � i '��quest for s�eionRs - ' BUILDING-DEPARTMENT-Electrical Inspector TOWN of°SOUtHOLD- Town-Hall,Annex; 54375 Mainy Read- PO Box 1179 S.outhold;. New York 11?971-0959 `T61e hone 631 705=4,8, 2,-�FAX (631) 765-9502 ,. _ dv M send' so h I w ov err+ butholdfc►wr n. y „ 6th a dtQ nti , APPI:ICA :;CON FOR=ELECTRICAL.INSPECTf1 . EzLECTRIC1AN+µ1NFORMA'TION�(ait Infoy�riatiiii Rog WQ) 3Dat Q b � Company.-Name: or�� License No.: Fernaal: _ ,n Address:, Citi ? Phone No:: x JOS`SITE INFORM'lTION' li=lnformation\Requiredy{ J Name: pi Adedrss: _ a�1- = _ r - B1dg.Pemiit#: ` 53_0email' __ 7 rr t Tax Map,Disti'iczt 1 OQ _ : :odor# ; Block:.._ BRI P'DESC IPTION T 'f `_(Q K 'Please= rite t lead.„• - �evo t✓Ieo4ri Circle All^'That Apjly :, 1's iob ready forinspefion?=. NO Raiagh,In mai' Do you need a Temp gettif�ate?: YE ,t Na is`sp�t d x ri e. Temp`Information.: (A infarmat(ont required) Sefvice Size, 1 =pt : 3 Ph Sizer. _ _ ,_ __A #Met�rso- Fattl` le#ar# � New-Service= Fire Reconnect Oood Reconnect,-Ser►, ae R'econnected,-,Underground =l`Qverheads #Underground Laterals,-1 1; H Fume .,Pale. 1 Vork done�on Servide.? Y N Ad- i Ioban - +- PAY PETIT'NUE-.WtTHTAPPLECATION 0CT 2020 s�ppy TuY 3^gr7C'"' r4,,;,IF Go i VO 6 \\� ��ftecjuest�,f6P fiispect�0ii`�' �i3ts "�D � 1�' PERMIT# Address: Switches �/� "c Outlets GFI's 111 r Surface Sconces HH's LIC Lts L Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: Comments- `'�' 'f/�►1 Bunch, Connie From: Mary Pile <mhp417@gmail.com> Sent: Monday, October 19, 2020 12:47 PM To: Bunch, Connie Subject: 1330 North Sea Drive, Southold - Electrician Details Hi Connie -thanks for your help. Here are the details of the electrician who did the work at the house: JIM PISANESCHI SOUTH FORK ELECTRIC P.O. BOX 5045 QUOGUE, NY. 11959 PHONE: 516-848-0576 EMAIL: sforkkoptonlinexet Thank you, Mary Pile Sent from my Whone ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. e i i Bunch, Connie From: Mary Pile <mhp417@gmail.com> Sent: Wednesday, October 28, 2020 4:09 PM To: Bunch, Connie ul Subject: 1330 North Sea Drive Hi Connie, I understand the building inspector went to the house today but my friend was not notified. I'm glad to know the house passed the inspections.The electrical inspector left a receipt for proof that he was there. Is there any documentation by the building inspector like that? I was hoping to send it on to the buyers. Please let me know and if there is can you please email it to me? Also, can the actual certificates be mailed to me in North Carolina? My address is 941 Shasta Daisy Drive,Wake Forest, NC 27587. Thank you, Maria Pile Sent from my iPhone ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. I REVISIONS: HEALTH DEPT. 00/00/2009 APPROVED AS NOTED GODES OF uATE: G •� ' B.P.# r,- _ TON CODE ` S Q a NEW OFF, v�i n u R FEE• dD� BY: AS REQUIRED AND s''ONI� WJE C-,01a� MOTIF BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE >•� FOLLOWING INSPECTIONS: ^tarot��� � !'^'� `"—SD 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE SCJ�1 Imo" �' CITES 2. ROUGH - FRAMING & PLUMBING _ I v 3. INSULATION 4. FINAL - CONSTRUCTION MUST RETAN STORM WATER RUNOFF a a p BE COMPLETE FOR C.O.' PURSUNNIIT TO CHAPTER 236 s `� ALL CONSTRUCTION SHALL MEET THE OF THE TOb'IfN CODE. REQUIREMENTS OF THE CODES OF NEW N 51052'30" W YORK ZTUE, NOT RESPONSIBLE320.76' FOR Z Io w, DESIGN OR CONSTRUCTION ERRORS. _ .P70.� O CCU '-kNCY 0 R o USE IS UNLAWFUL WITHOUT CERTIFICATE '^ EXISTING OF OCCUPANCY z I STY. FRAMED W Ui OR HOUSE m tsa' w o w > O EXISTING DECK F,00 �J c PROPOSED 5'WIDE STAIR X 6 LANDING r� S 51°52'20" E 306.03' C m O ® SITE PLAN ELE0T �Q7AL o W SCALE: 1" = 30'-0' I�� e-ECTiOlr' RE bE �,-� EDg FtRc G� o � V IN 9,0, �j� O �o cn Q * N f f) DRAWN* MH/MS SCALF 114"=1'-0" O OB �� 2 339 y0 Riay31,2017 OF NES SAEETWMBER. S--1 REVISIONS: HEALTH oEar 00/004009 � P e EX. DECK y o EXISTING HOUSE 1 1 I I � •� O o q 1 1 1 I 1 I I I 1 1 1 1 9 1 1 I I C 1 1 I 1 1 1 I 1 1 1 I I I 1 I I I 1 I 1 1 1 1 1 1 1 1 1 I 1 1 I 1 1 1 1 1 1 I 1 I I 1 1 1 1 1 I 1 1 I I I I 1 I 1 I I I 1 1 I I 11 II 1 1 I 1 EX. AWNING 11 1 1 1 1 Q II 11 � a 11 11 p - k. 1 1 1 1 1 1 I I P1 1 1 1 1 p 1 1 1 I 1 I I I 1 I I I EX. DECK 1 1 I 1 1 1 I 1 1 I I I AR 1 1 1 1 ?,ED 1 I 1 1 C� jIN cn � p ¢ 0 2339 p� OFNE A `N J o _ I PROPOSE® FLOOR PLAN- tAkt,rMSCALE■ /�" 1r Vn9 DRAWN MH MS 5'-0 f-0 9-1/4" TREAD, 6-1/2" RISE 5f—0fl ,tri JOB 0: v""-'''o" May 31, 24'—73/4f� SHEETIW-waER. A-1 REVISIONS: HEALTH 00/00/1009 bEpT 1 � ' I 6X6 POST(TYP)—► I I I r Lu I i 1 , , EXISTING HOUSE x „ 1 , N , 8 IY o, n1 x V N Lu I a 1 I 1 1 I 6X6 POST(TYP) 1 1 I o I ' ' w d I I I Lu I Lu I Lu LLJ I ' Oce L7 iREDARc I I X I X I x I X I X N I Imo+ SCy vIN W I= N 1 6X6 ACQ POST N� 12"dia.CONC.PIER I O 022339 Q 24"X24"X12"FTG. F I jldo-6X6 POST(iYP) 3'BELOW GRADE OFN E`N -----I •__ (TYPICAL) •'-'_ I.. 1 — — ` 1 1 1 1 1 O A L �J ;; �' �i ----- - l 11 - - - _ - - - - .;,� �. :•,;,,;.,; _ Q� Q I11 11 Q 6 Q 11 11 ((gd))11 11 CONCRETE LANDING 1111^� RO$$ X111 _______ _______ &"---==---------------- '-_�' 12"CONC.WALL AT STAIR PROPOSED FOUNDATION PLAN 11111x X111► __ I ' ' ^ ' ' ' _ 11,11 I _ I__I__; -'_ �._., W,24"xs"FI G..OTHER AREAS: O �� ry BRACING Iv MONOLITHIC PERIMETER � Y= 11 1 '1 r i- 1 I I `;�(V 1 11 r;- I I I � I 1 1 � I '• 1 1 1 1 1 1 - 5'-0" `--- 14'-73/4" 5'-0" DRAWN• MH/MS SCALP. 1/4"=1'-0" LANDING STAIRS6'-0" JOR 0 May 31,2017 - SHEET NUMBER• A 1 1 2 REVISIONS: HEALTH DEPT 00/00/1009 r zz CHAIRTO N M� b o � u ROTATE 0deg I ADJUST RAILING AS REQUIRED 71 IN AT TOP OF STAI FOR NEW LANDING NIFJ _u 41 ��L LE 1� ACORN 130 OUTDOOR . 2)2X1D ACQ,NOTCHED ;STAIRLIFTTO BE INSTALLED% z FASTEN w/(2)1/2"dla. BY MFGR.INSTALLATION CARRIAGE BOLTS w/ TO BE CODE COMPLIANT ^ SHERS AND NU 6X6 A!Q POST f+-4 ANCHORtD,TO , " CONC.PIER•w/ ••SIMPSON CdSQ66 •• INSTALL NEW RAILING ® U O (i0 MATCH EX.STAIR) ^O ADJUST AS REQUIRED C r ', TO MEET CODE •(2)2X9 ACQ•NOTCHED 2X12 ACQ ../ FASTEN w/(2)1/2"dia. TREADS Fsi CARRIAGE BOLTS w/ 5" 6"RISE+/- WASHERS AND NUTS Ill o 0 5,_099 i 1X12 ACQ RINGERS 4:CONC.SLAB REINFORCED STRINGERS w/6X610/10 WMM OVER TOP OF PIE 5 CLEAN COMPACTED FILL TO BE 6"AFG LANDING Lj 2X6 ACQ CRAOSS BRACING p p p ° d INSTALLED ON INSIDE OF p C POSTS.FASTEN w/(2)1/2"dia. 0 (EXCEPT T S FTG. CARRIAGE BOLTS w/ Q° Q° �° c 12" CONC.WALL (EXCEPT AT STAIR) WASHERS AND NUTS w/24"XS"FTG. (TYPICAL) ° d ° 12"dia.CONC.PIER W/24'X24"X12'FTG. ~ P4 p 3'BELOW GRADE .�ERED ARc L5 2 C CROSS SECTION N SCALE: 1/4" = 1' `P DRAWN: MH/MS 9Q� SCALE: I/4"=1'0' 22339 [� 17 �(��Q JOB 1, O F N E`- MayTMST 4 SHEET NUA4BER, A-3 REVISIONS: VVIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS HOEALTH EPT 00/00/2009 USETHE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, I `' 4°MAX 4 MAX 4'DIA IMUM 4"DIA.MAXIMUM POSE GIRDERMEADER 2 1, POST/COLUMN • 12'x12`x72' CONCRETE FOOTING LOCATION USP NUMBER DESCRIPTION APPLICATION pF[Kmn0.fH dl IN. crAlR�`.11lNr. POST-Tn GIRDERIHEAnER CONNErnON 4X4 POST PAU440A WE44 POET/BEAM ANCHOR AP PLY TO EACH FOOTING fiXSPOST PAU660RWE66 POST/BEAM ANCHOR APPLY TO EACH OOTIN O USf MIN.(]J 1/2"DIA.GALV BOLTS WITH WASHERS AND NUTS 1.1/2'SPACE n MINIMUM V T1 1HANDRAILS GIRDER S POST Cn O Ste GIRDER/HEADER o „u• v a' BALUSTERS RIM/UECK JOIST 0 POST/COLUMN (� CONCRETE PIER • °'r .0 llpiy PAlllrrFR ATTACHPD TSI LIAR a HANDRAn fnNNifTInN ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST TA-0E[K CONNECTION HF4DFRM.IRnFR TO PhtT[mNNFCTION OFTHESTAIRS HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 11/4'NOR MORE THAN VIN USE MIN f2)i/]"UTA GALV BOLTS WITH WASHERS AND NUTS LOCATION USP NUMBER _ DESCRIPTION APPL CATIO CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL IPJ BEAMS PAU440RWE44 POST/BEAM ANCHOR APPLY TO EA CN PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDEIIME4pER rn ROSrT,NMN mNNErnO),J 1(3)BEAMS PAU66OR WE66 P05T/BEAM ANCHOR APPLY TO EACH PIER FLASHING TUCKED UNDER (CO'14-N OF 5101NG AND ER FIRST CONTIN Cn IDING BELOW GIRDERMEADER S>:J LAG BOLTS W/WASHER$ UNDISTNRPED SOIL ED TO BLDG L932.OC A LAY PLASfIG BASE DIRECTLY ON V 1 STAIR TREAD POST/COLUMN 0• UNDISTURBED SOIL(ORGANICS REMOVED) RIM BOARD •• LEVEL BASE 2i FIT CONSTRUCTION TUBE AND PLUMB O STRINGER BMCE TUBE �Tl FLOOR FRAMING ��� ,JFILL AS PER MANUFACTURES INSTRUCTIONS BLOCKING FOR GER ®I�Op I,TOO III® W rv� ® F� POST-TOGI0.pE0.MFADFR[ONNE TION LAG BOLTS •� W LOCATION USPN NUMBER DESCRIPTION APP KATION RIM JOIST/BD. �• o a ,7a 4X4 SOLID COLUMN PBS44/P3Sg44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN O fERINf.F0.TCl bE-fuIRORfH rnNNirTInN 6X6SOLID COLUM P566/p5E66/KGfibPOST APAN HOR APPL TOEACHCOLU n1m1RRFD/pfJOR 50I HOLLOW COLUMN 5IMPSO STRRI/2 H L ANCHOR APPLY TO EACH COLUMN p K/anpfHfnNNFfTInN '� GRAVEL LAYER OF CRUSHED STONE OR q GRAVEL LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACETUBE FILL AS PER MANUFACTURES'INSTRUCTIONS STRINGER Ef 916' [ B SBI 111061 I�IB_.BIdIlI..11 (2)THRU WOOD JOIST JOIST BOLTS I O PB44 D • - 1 rnvf Ri ANCHOR i le ER S FOOTING W ,D P1fR 1G'TRFAD BIGFOCYT SYSTEMS FOOTING FORM LF^�Ly e•• WOOD JOIST IN ACCORDANCE WITH SECTION 104.11 OF N Y f RESIDENTIAL CODE THIS DESIGN L •; GIRDERMEADER COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS k rCONC SLAB ,°4 AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT O A (AS RIO) PRESCRIBED IN THE CODE FLUSH lolSTi VATH HEaDERIGIaDER THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT •'b 8'dla. 'd ldP DECK PIER ACCEPTABLE FOR USE IN N Y S BASED UPON ICBO EVALUATION SERVICE REPORT W ALL JOISTS CONNECTED TO A FLUSH HEADERTO BE SUPPORTED WRH SPI KED rnxrC QWZ&HEA, /GIRDER 3,U„ 4:'a CONC �•` PER PLAN THE PROPER STEEL CONNECTOR. ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN DIER ' 0 [FABLE.SETFIR101fTSAPROX.1/4'HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APpUCAT10N A p TOALLOWFORSHRINKAGE. OISTTOGIRDER/HEAUER RTIO DOWNA s,iORCONNECTTOEACHIOIST �ii:IJE NMATIC G GEOGRAPHIC DESIGN CRITERIA HANDRAIL NOTES DECK&PORCH NOTES NAILING SCHEDULE .J GROUN WIND SEISMIC MOST WINTE ICEfHIELD FLOOD I requVed handmds shall be alone of the following types 1).Unless otherwise-1.11.all framing material to be kl ACO pressure treated lumber SNOW SPEED DESIGN FATHERIN UNE TERMITE DECAY DESIGN UNDERIAYME NAIL NAIL ►� ar prawded equivalent gmspablliry I fatenen,hangers andansho,to be galMnf:ed or tainlas rteel. IOAb (MPH)CATEGORY DEPTH TEMP REQUIRED Hg2AR05 JOINT DESCRIPTION QTY SPACING NOTES I)Type L Handralh with circular Dass section shall have an )Girdan for derk)oim to be bolted or onrhored to,roti port m pier with wasixn and nuh ZO PfF 730 6 SEVERE 3 FT MODERATE SUGHT TO 1) NONE - JOIST TO PER TOE N �. TO HEAVY MODERATE 4-fid COMMO outside diameter of pt least 1.1/4lnrha and not greater Gird-as connete piers fiell ba anchored wdh proper steel connedon anchored SILL.TOP PLATE OR GIRDER JOIST NAIL than 2 inrha If the handrail h red— B shalt hava o Into r%,at.with a mWmum NT die x 7'long onshor bolt w,th wmhen and nun BRIDGING 2.8d COMMO EACH TOE pedmefer dlmemlon of at lean 4lnshes and not greater 3)Pons,,pporting gird,,shall be anchored to a i2'xi2"xl2"thick connete footing TO JOIST END NAIL N char hall with weshen aM nuh Foodn fShall CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT BLOCKING EACH TOE O than 61/4lnrhes wieh o ma,Bmum uon section of Use a minlmum ln'die X T long an g TO JOIST 2 ed COMMO END NAIL '9 22 3 38 O`C DRAWN, MH/MS dimendon of 2.1/4 lnihes be 4 R belrnu grade BLOCKING TO EACH TOE 2)Type 11 Handrolls with a perfm,ter greeter than 61/4 4)Deck Joists to have blocking at B'0 o c SOIL COMPACTION: 3 16d COMMO SILL TOP PLATE BLOCK NAIL y SCALE[ I/4"=I'-1I" inches shall Provide graspable finger recess area on both LEDGER S70.1p EACH FACE [� `.1,V1 - ddes of the Profile The fingtrrecest shall begin with a -)A minimum o/101nch flashleg shall be Infl,itel between the building and ledger 1) CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS MINIMUM 3000# TO BEAM 3•I6d COMMO JOIrr NAIL OF NE`a i�� 10134, dlrte—of 3/41n1h maeraledv M.Ily from the tallest ger to be fastened to building wlh 1p'dia.bolts with wash„and nuts CAPACITY '0157 ON LEDGER PER TOE May 31,2017 portion of iia profile and bd,ieve a depth of at leas)6/16 at 16'R L 1. •fid COMMO fnch with(,7/81nch below the Idea p.M.n of thtl 2.NEW FILL 70 BE CLEAN OF ORGANIC MATERIAL CONTRACTOR TO VERIFY EXISTING SOIL To BEAM lolfi NAIL G profile Tha required depth Mall continue for at[call 3/B 61 Ccrurele pie,shall be a minimum 6'above grade ) BAND JOIST PER END SHEET NUMHER •Ibd COMt40 roti to a level that Isnot las than 1-3/a orches below the CONDITIONS PRIOR TO FILL,REMOVE AND ADD ADDITIONAL FILL AS NEEDED TO lol5r Jo1ST NAR tallest portion o/tire profile The minum width of the All Joists to be supported with hangers and archon Each Joist shall also be an,.hored BAND IOISTTO PER TOE NAIL to dos 2 16d COMMO handrail above the recces shall be 14/4-1 nches to a 6»r I J 3) COMPACTION OF NEW FILL SHALL BE LEAST 95oh PROCTOR DENSITY(PER ASTM D 698 SILL DR TOP PLATE FOOT maximum of 2-3/4 Inch.,5dges shall hava a minimums 9)Use rmpson hangers and anion with 2 MAX trlPPle protective sooting or equal AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE radius of 0 01 Inches for any Contact with ACO FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION