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HomeMy WebLinkAbout42813-Z �o�g�FF�l�coG Town of Southold 9/18/2018 P.O.Box 1179 cm co T 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39894 Date: 9/12/2018 THIS CERTIFIES that the building DECK Location of Property: 965 Gabriella Ct, Mattituck SCTM#: 473889 Sec/Block/Lot: 108.-4-7.38 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/13/2018 pursuant to which Building Permit No. 42813 dated 6/25/2018 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: deck additions, inlcluding covered deck, to an existing one family dwelling as applied for. The certificate is issued to Gilvarry, James&Motto,Anne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 813 9/10/2018 PLUMBERS CERTIFICATION DATED �\—ff\\ Z Signature o�SiFFnt,r�oTOWN OF SOUTHOLD BUILDING DEPARTMENT y a TOWN CLERK'S OFFICE oy • 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#: 42813 Date: 6/25/2018 Permission is hereby granted to: Gilvarry, James PO BOX 660 Mattituck, NY 11952 To: construct deck addtions to existing single-family dwelling as applied for. At premises located at: 965 Gabriella Ct, Mattituck SCTM # 473889 Sec/Block/Lot# 108.-4-7.38 Pursuant to application dated 6/13/2018 and approved by the Building Inspector. To expire on 12/25/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $400.80 CO -ADDITION TO DWELLING $50.00 Total: $450.80 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: lines streets,and unusual natural or 1. Final survey of property with accurate location of all buildings,property topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.if a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercialmw_r__ Date. New Construction: Old or Pre-existing Building: (check one) �^ Location of Property: 6�� t6 V-I�L Gj:� G House No_ Street I Hamlet Owner or Owners of Property: (f �L Of(2- F-,,l /V Suffolk County Tax Map No 1000,Section 1 O Block 104-- Lot r U Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate:2fesck one) Fee Submitted:$ �1 ignature r oF so�ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road G N Fax(631)765-9502 P.O.Box 1179 Q roger.richertCaD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: James Gilvarry Address- 965 Gabriella Court City: Mattituck St: New York Zip: 11952 Budding Permit# 42813 Section 108 Block- 4 Lot 738 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Doroski Electric License No: 2941-E SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1 st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 1 Twist Lock Exit Fixtures TVSS Other Equipment. "Covered deck", 1-paddle fan Notes Inspector Signature: Date: September 10 2018 81-Cert Electrical Compliance Form.xls �tig ►� Of SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] ,I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 0-0-2N n F DATE INSPECTOR SOUry�� # * TOWN OF SOUTHOLD BUILDING DEPT. �ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ } FIRE RE NETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION - G REMARKS: 1 7- DATE 11611 INSPECTORS A. RICHITECT 7F MARK SCHWARTZ &ASSOCIATES 28495 IMain Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 1 www.niksarchitcct.co:n D IM190VIE July 13,2018 D! JUL 1 3 2018 Southold Town Building Department Main Road BUII'I�11VG DEQ' To,7-T Southold,New York 11971 Re: Gilvarry Residence 965 Gabriella Court Mattituck,New York To whom it may concern, I have been on site during portions of the construction for the aforementioned project. I have reviewed the footings,foundation,framing and strapping for the deck and deck roof area To to the best of my knowledge,that work has been completed as per plans and meets or exceeds New York State Code. Please call this office with any questions you may have. Sincerely, , t R N Mark Schwartz nIA "tembcr American tnstituilLe of Architccturc 4 „ .,4 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST), - y -------------------------------- CIL ------------------------------ 'FOUNDATION (2ND) � O s ROUGH FRAMING& y , PLUMBING f6 7 INSULATION PER N.Y. y STATE ENERGY CODE J O ' f FINAL ADDITIONAL C MME TS vi v l(eS T, ( � t 00 re �554.8e M ,�. h S ►ti o� L�' d • b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT t Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20& Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20 Mail to:..-�/q"� y (,r✓i -L- Disapproved a/c Phone: (� Expiration A J 920 DDB i ng I ector LICATION FOR BUILDING PERMIT JUN 1 3 2018 1 • - Date ®& 1� , 20 ym:.`2 G DE Q INSTRUCTIONS a. Th1TQP� ff#9A79Fcvompletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule'. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the'Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is,owner,Jl ssee;:;age , architect, gineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest eed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: r �� House Number Street Hamlet County Tax Map No. 1000 Section 0 Block e�) 4— Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of pre 'ses intended use and occ ancy f proposed construction: a. Existing use and occupancy b. Intended use and occupancy w 96� 3. Nature of work (check which applicable): New Building Ald-3tion L-1-� Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed oocccuY7, specify nature and extent of each type of use. 7. Dimensions Foe t�ructures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories - -rr 8. Dimensions of entire new construction: Front Rear z 9 11 Depth Height Number of S ries ? f V 9. Size of lot: Front S0�Rea / Depth 10. Date of Purchase Name of Former Ownera 11. Zone or use district in which premises are situated--� 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ri' 13. Will lot be re-graded? YES NO L"'Will excess fill be removed from premises? YESv--`NO 1 � 14. Names of Owner of p ises ��--�7EAddress Address Phone No. �2�2— Name of Architect I? ddress Phone NoName of Contractor Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOL'D TOWN TRUSTEES`& D.E.C. PERMITS MAY BREQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK CONNIE C. BUNCH Notary Public,State of Now York S No.01 BU6185050 COUNTY OF,9_/ Z) Qualified in Suffolk County Commission Expires April 14,2 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing co tract) above named, (S)He is the (Contractor,Agent, C(kporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swor to, efore me th' (� ow day of 20 ld &t n I Notary Public gnature of Applicant Scott A. Russell' ST01K1M[NWA�TER SUPERVISOR MANAGEMENT SOUMOLD TOWN HALL-'P.O_Baas 1179 ' &W%Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORE; SHEET (TO BE COMPLETED BY THE APPLICANT) - - ------- - - - ---- - -- - --- --- DOES PIIS PROJECT EWOL VE ANY OF THE FOLLOWING: Mm Am THAT atm.» i Yes No A. Clearing, grubbing, grading or-stripping of land which affects more than 5,000 square-feet of ground surface. ❑0 B. Excavation or filling 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 E 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. t ❑ E. Site preparation within the one-hundred-year floodplain as depicted : - on-FWM-Map of any watercourse: - F. Installation of new or resurfaced impervious surfaces of I,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. Ir you answered NO to all of the qmstlims above,=F! Complete the ANUCaut SNUM bdW with your Name, Signature,cwtaet h&ramum Date a& County Toa map Number! aMpter 236 does not apply to YOU WI&CL If you answered YES-to one or more e f the above,please submit Two copies of a Starmwater Management Control Plan and a completed Check List Form to the Building Dqwtmwt wii�yttur BWIMg Permit Application. nt�t lc�rrr: oma; a t,a con:r ,or.Other) S.C.T-1. I WO Date tIa— NAnM: I NW �nB T Lot FOR BUILDING DEPARTMENT USE ONLY comad tr$orrmua 77V I/ T<4ci+aa AbsQe+: - Reviewed By: — — — — — — — — — — — — — — — — — — Date- Property Address/ Location of Construction Work- — — — — — — — — — — — — — — — — — ���� ►f,�Lt,� � ® Approved for processing Bui3d:ng Permit. AlStormwater Management Control Plan Not Required. rt ��� ❑ Stormwater Management Control Plan is Required (Forward io Engineering Department for Review.) FORM SMCP-TOS MAY 2014 BUILDING DEP ARTMEN) - Electrical Inspector .��EOixt c TOWN OF 5./)uTHOLD �o Town Hail Annex- 54375 !main Road - PO Box I Southold: New�(}roc 11971-0959 Telephone (631) 7655-180.2 - FAX (631) 765-9502 ' ro er.richart,-a vl! .southold.ny.us APPLICATi+")N FOR ELECTRICAL tNr.PECTION rCcom:pany Date:Name:: email: License No.: __Znc4 t - _ - Address: O Phone No.: G '4 '_ c)?� .�._...�...- .r.�..-._ .SOB SITE INFORMATION: (ilii Information Required) Address: "c Cross Street: Phone No.. G IL �'_g� :2. 17 Bldg-Permit#: e-4a 6_�Z .email: ax Map_District: 1000 - Saction: Block: Lot: BRIEF DESCRIPTION OF WOFRK (Please Print Clearly) Circle All That Apply: Is job ready for Inspection?: GE / NOau3hi Final Do you need a Temp Certificate,'?: YES ? NO Isaued On Temp Information: (Ail information requ!r+ed) Service Size 1 Ph 3 Ph Size: A #Meter Old Met" New Service-Fire Reconnect- FloaQ Reconnect-Service Reconnec.;eJ - underground - Overhead #Underground Laterals 1 2 _ H Frame Pole Waris done :)n Servicer-? Y N Addidonal'lnformation: Pi��MENT DUE W11*FI APPLICA�10N - . ,\00 CP Request/or inspaccon FormAs 0� D \A ��Uf FOCx�, Town Hall Annex Telephone(631-1802 54375 Main Road Fax(631)734-9502 P.O.Box 1179 z Southold, NY 11971-0959 BUILDING DEPARtmE.NT NOTICE OF UTILIZATION'D. -TiZUSS TNR- .,E GOASTRWdTIJON. PRE-ENGINEERED iNOOt) CONSTRUCTION,iANb QER C •M S€TRUCTION Date: 2 'IJA r"r Owner_ '_ f Location of Property. - - Please take notice that the(t1etIC- -R• .p"• _ 'New resideptial SO C2Addition to edsft re*lclentlal slrluOwe Rehabiliation to[9 r e. 81 SkXtWm `�" to be constructed or performed above will dtifize . (check applicable fine). Truss type oonstcvi i M, j.?r: :.-4e-7 = - Pre-engineered •-31l Timbal'constrt c ()nj s in the followifig location(s)(check applicable Cine): - Floor framing, nvltsdhjb r"_A? Roof-f;attzi MY Floor and rtdffaflihir (Fad: . Signature: Name (petstin.s_ubrniti t#w form iZ'F—_fAP-- ��. Ca acitY(check aPplicable line).- Owner ine):Owner :; .•R - Owner representative TrussResReg15.docx Effective 1112015 2EVISIONS 0�^3e O V*1 0O D 0 H N U N a 0 Lfli O o rn s 0 x O �3 o 0 REAR ELEVATION SCALE: 1/4" = 1' �Q � w baa O a O a W _ � Y O � O o CC�C� o W d � Z J U L 13 2018 J v w � rUff DING DEPT. co Q TOY&?Gyµ� ©I.D � < < CD CD \y,�EFZE�ARS, �G BEV N DRAWN: MH/MS * I N SCALE: 1/4"=1'-0" JOB#: 0 2339 Q� July 13,2018 LEFT ELEVATION SOF N ESN•(O SHEET NUMBER: SCALE: 1/4" = 1' A— 1 REVISIONS A 28'-o" B 1 —0" 7'-0" 7'-0" 6'-0" 6'-0" ' (3)2X8 ACQ GIRDER (3)2X8 ACQ GIRDER '43)2X8 ACQ GIRDED 43)2X8 ACQ GIRDEF� T Q 12"dia.CONC.PIER ' ' -----+ O 3'BELOW GRADE , 12"dia.CONC.PIER 24"X24"X12"FTG. 'o �© 3'BELOW GRADE , 0 1 , 1 , 1 -ct 1 1 , O O � I I ' ' cV 1 cl , o ti ti 7'-0" 7'-0" 6'-0" 6'-0" 1'— 1" U , be 12"dia.CONC.PIER 1 R M K 12"dia.CONC.PIER 24"X24"X12"FTG. ; ,; K >� w 3'BELOW GRADE •-- -- 3'B€LOW fAkADE --*- _ *_----*__-________*_-_- -- — — --- — — ------ --- — ------------------ - — ------------------ — ------------------ -- - --------------- — --------------- ' (3)2X8 ACQ GIRDER 3 2X8 ACQ GIRDER ' 3 2X8 ACQ GIRDE ' ------------------------------------------------�,---------- -----(3)2X8 ACQ GIRDER -----• _I ==a= =j 6X6 ACQ POST EX. WOOD LANDING & __ _______ CQ GIRDER 8 ACQ GIRDER 12"dia.CONC.PIER o ---- STAIR TO BE REMOVED ---- 3'BELOW GRADE a ' B o I ------------------ 1 I o0 v r , Orr 1 N , � N 1 I N 1 1 11 1 1 n , 1 r l A B _ �O 1-- 11 II 000011 a z ------ ------- a --------------- 12' FOUNDATION PLAN w^ o 12X12 FG COLUMN --------------- w/6X6 ACQ POST SCALE: 1/4" = 1' Q w C� 0 I 1 -- --- ----(3)2X12 DF#2 GIRDER PORCH O IIII � � II ' nl CATHEDRAL CEILING 1 a 111 COVERED ROOF 1111 �Ja+\ /'4% 1111 Q o 1111 Wlnl 1111 1111 �LL' 2X RIZ 1111 1111 1111 0 0 LOWER DECK o���� 16"oc @16"Oc 111:0 1 I n,llll @ / \ 12 IIIIN cel IIII I N1111 IIIIN '^ Int 6� IIII^ v1 MI111 /� \ IIIIM I y1111 1WN 11 /�Q' O nu %I V I8 nl O O 1 iiil `�,� 12 Cc O Off`\ ii F- --------- CN �- N ------------------------------ nn n �) 111 . 6 -------------------------------------- --- ------------------- - O Z ====(3) J U J � 14'-0" 14'-0" w 0F-4Lo UPPER DECK B o0 r) 5•��cRED'gRC,s� F--1 * ,,.a N * DRAWN: MH/MS SCALE: 1/4"=1'-0" 022 '3 OQ� JOB#: 1 �y July l3,20 8 0 SHEET NUMBER: 1ST. FLOOR PLAN SCALE: 1/4" = 1' REVISIONS O Oho 6 O Ln0 N V ti 0 a #2����6"OG 2x80F2RR EXISTING ,0 @16 OC (3) Ji: GIRDER (3)2 X12(bffi2 Ci ER M U X6/ 6 4X6 6X6 BRA NG BRACI G Q 12X12 FG �� P•) CnP•) i COLUMN 6X6 ACQ POST 6X6 ACQ ; 12X12 FG COLUMN00 i --- POST i i w C) C) EXISTING 3'h RAILING w � � 5/4 DECKING — _ _ _ OPTIONAL RAILING C (3)2X8 ACQ (3)2X8 ACQ :5/4E ECKING _ O GIRDER GIRDER + 2X8 ACQ DJ @16"OC C (3)2X8 ACQ 5/4 DECKING 12"dia.CONC. 12"dia.CONC. ; GIRDER 2X10 ACQ D1 @16"OC PIER PIER r� (3)2X8 ACQ (3)2X8 ACQ 6X6 ACQ POST GIRDER GIRDER 2'X2'Xi'FTG. 2'X2'Xl'FTG. EXISTING SECTION B-B = 1' a 12"dia.CONC. 12"dia.CONC. SCALE: 1/4" PIER 3' PIER 3' BELOW GRADE BELOW GRADE Y a, O O SECTION A-A o z / SCALE: 1/4" = V a Y -1 U J � W � Q Q h� co F—I rn RED G\�.SEARc V �ECN s y ti� Q. * ; DRAWN: MH/MS N SCALE: N'A * JOB#: 0223 9 � July 13,2018 �pF N EW-(o SHEET NUMBER: REVISIONS curs PLACARM.InOCCUPANCY OR `°1I`0i USE IS UNLAWFUL WITHOUT CERTIFICATE APPROVED AS NOTED OF OCCUPANCY DATE: 3 FEE:=) BY: NOTIFY BUILDING DEP4MVENT AT o R'TAIN STORM WATER RUP;OFF 765-1802 SAM TO 4 PM FOR THE o00 o00o PLIRSIlANT TO CHAPTER 236 FOLLOWING INSPECTIONS: N52* 4 � t OF THE TOWfl CODE. 1. FOUNDATION - TWO REQUIRED f 27 M FOR POURED CONCRETE 1 lip 11�11!TL"l 11 111 111 110 NJ 1111111111 11 1111 2. ROUGH -' FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST J BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW M YORK STATE. NOT RESPONSIBLE FOR `Z:� U ZZ DESIGN OR CONSTRUCTION ERRORS. t\ a m • COMPLY WITH ALL CODESx z w L NEW YORK STATE & TOWN CQE-6 ° s cn * ,, AS REQUIRED AND CONDIT W4 C3 _ ! � %*4 �'`"" G S 5 111 RU>�T0rioF _Z S N.Y.SDEC ROAREA,225 SQ FT.O IRFCU.FT. mo lo\:� arp RCMDE-VXT �Q,Q' (CAEACN:43.55 CU.FT.) X�t r .ri + o em;� 8.0' N i � 2 ` o 2: ow-ml �►�..,, LOWER UPPER * -4 DECK DECK �+" t r ~� . �. 22.0' ct ,p r�l V r 1 W Q W o 0 ' W S 5 T 9'.20" 271 .37' � Y O � o SITE PLAN j SCALE. 1 - 20'-0' w EX. HOUSE: 1172.3 SQ. FT. O z EX. PORCH: 212.0 SQ. FT. J U PROPOSED UPPER DECK: 110.3 SQ. FT. W PROPOSED LOWER DECK: 196.0 SQ. FT. PROPOSED COVERED PORCH: 196.0 SQ. FT. ~ Q Q TOTAL: 1886.6 SQ. FT. >l F-� Ln PROPERTY: 40692.7 SQ. FT. LOT COVERAGE: 4.6 % EXCAVATION: 10 CU.YD. FILL: 5 CU.YD. DRAWN: MH/MS SCALE: 1/4"=1'-0" f JOB#: June 12,2018 %�4 ' SHEET NUMBER: S� 1 _-.. REVISIONS O O 0 ti — � N 0 V CA d W O oo a m z 0 O � z �3 0 0 REAR ELEVATION SCALE: 1/4" Q � w co O A-a W — - — - Opo p w U Z Q Y � U J � co I- F-� Lo F--� rn �V SC,S,`L FA' v 4, DRAWN: MH/MS ^1 SCALE: 1/4"=1'-0" JOB#: June 12,2018 LEFT ELEVATION �. ,� �` SHEET NUMBER: OF NV-0 ?�.�'4T �'233q -a f SCALE: 1/4 1 A- REVISIONS A B 28'-0" < )- 1 -o" 7'-0" 7'-0" 6'-0" 6'-0" 1'- c 11 -- ------------------------------------------------------------- --------- (3);;; ACQ GIRDER (3)2X8 ACQ GIRDER (3)2X8 ACQ GIRDED 2X8 ACQ GIRDEf� ------------------ - ------ - - - - - - - ---------------- - - - - - - - ---- - - - - 4k 12"dia.CONC.PIER T BELOW GRADE , O 12""X2. PIER OO°o 0 1 24"X24"X12X12"FTG. ' 3'BELOW GRADE O 1 O O ' I I , N 1 � N ' � W 116- 7'-0" 7'-0" 6'-0" 6'-0" 1 , N 4 m rn m� 12"dia.CONC.PIER (� M ' 12"dia.CONC.PIER 24"X24"X12"FTG. ' Y 3'BELOW GRADE -- -- T BEL{"f5RADE -- --4 ro z o , =*= _ _*___________*_---_*_________==_==x=_--_-__ � U o - --- -- -- - - - - -- - ----- -- - __-- -- ----- ----- ----- _ _ _ _ ___-------- _ _ __ ------------------------------------ CD ' (3)2X8 ACQ GIRDER 3 2X8 ACQ GIRDER ' 3 2X8 ACQ GIRDE ' ' ' ; x ------------------------------(-,-----------+------ ---------- -----(3--X8 ACQ GIRDER---- _I Y u � s 6X6 ACQ POST EX. WOOD LANDING & �--��_ (_3J'�_ -CQ GIRDER <8 ACQ GIRDER 12"dia.CONC.PIER z STAIR TO BE REMOVED 3'BELOW GRADE >----- „ ' B o 1 ----------------- 1 -00 v C 0 1 n , , n , , n , , A < B ^^^^ e �, VVVV O Z 28 -o � ¢ d ------- ------- a --------------- 12' °' FOUNDATION PLAN w o 12X12 FG COLUMN QO ------ w/6X6 ACQ POST SCALE: 1/4" = 1' Q w w � ----_----(3)2X12 DF#2 GIRDER ------- Y O '~ I Pal n I III O I1111 PORCH 1111 CATHEDRAL CEILING / iiii COVERED ROOF , �Q iiii a +X9 Int Q fill W 1111 � .�� 1111 W 1111 '6 . . ` 1I I I— nn2XRRRuu II11 ` / 1111 0 0 LOWER DECK o���� /' 2XB RR 7 @16"OC 'IfIQ I I @16"OC / \ 12 iiii N IMiff IIIIN Ziff 6� nn,.., MIIII /� \ IIIIM I 1111 ��� ��J 1111 y 1111 �Oce +\ Illt O Q �Q,C, 1111 O O n n /`" 12 �o } .. 1111 IIII N --------------------------------------- 1111 1111 N Int 6 � A • nn ---------(3)2X12 DF#2 GIRDER ---�--- F-- ' U Z Q Y � U J D 14'-0" 14'-0" Wim, F' H oI--i Lo UPPER DECK B r � ,. a© An IN S � DRAWN: MH/MS SCALE: I/4"=1'-0„ FIF// JOB#: �. June 12,2018 SHEET NUMBER: 1ST. FLOOR PLAN SCALE: 1/4" = 1' A-2 REVISIONS O O©o 00 0 N N G � ------ s C) o `" 44 z G EXISTING @16.0 c (3)2X12 DF#2 (3)2X12 DF#2 M GIRDER GIRDER U 12X12 FG COLUMN 6X6 ACQ - a POST i ; 12X12 FG O 6X6 ACQ , , POST � , COLUMN � Q+ Im „ EXISTING C Q 3'h RAILING ^Q OPTIONAL RAILING w (3)2X8 ACQ (3)2X8 ACQ O GIRDER GIRDER I 5/4 DECKING a 2X8 ACQ DJ @16"OC 1: C) 12"dia.CONC. 12"dia.CONC. O a cD (3)2X8 ACQ5 5/4 DECKIN _ _ a PIER PIER 1 : GIRDER 2X10 ACQ DJ @16"OC o (3)2X8 ACQ (3)2X8 ACQ 2'X2'XI'FTG. 2'X2'XI'FTG 6X6 ACQ POST— - - — .♦ GIRDER GIRDER I VB-BEXISTING SECTI0 i i 1' D w /4" = 12"dia.CONC. 12"dia.CONC. 1 SCALE: PIER 3' PIER 3' BELOW GRADE BELOW GRADE Y a, O O O } SECTION A-A Z SCALE: 1/4" = 1' o k--� Z Q Y J Z) Ofco F- 0 � DRAWN. MH/MS SCALE: 1/4"=1'-0" JOB#: .r �. June 12,2018 Q` SHEET NUMBER: A�3 REVISIONS CODE: 2015 IRC, 2016 NYS CLIMATIC 6 GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT GROUNE WIND SEISMIC FROST WINTE ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS SNOW SPEED DESIGN EATHERIN LINE TERMITE MODERATE DECAY DESIGN UNDERLAYED HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED SLIGHT TO 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: 4"MAX. KING STUDS 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. I 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL 4"DIA.MAXIMUM RAFTER CRIPPLE STUD CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 �� O LEDGER HEADER AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE O°o �o O RIDGE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. 0 Z � DECK AND COVERED PORCH NOTES: RAFTER JACK STUDS �o ).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. II fasteners,hangers and anchors to be galvinized or stainless steel. ).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts RAFTER-TO-LEDGER CONNECTION Girders on concrete piers shall be anchored with proper steel connectors anchored LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION Into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION O 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LOCATION USP NUMBER DESCRIPTION APPLICATION L2x6-2x8 LS26 18 a.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTA12 1-1/4"x12"20 a.STRAP APPLY TO EACH JACK STUD ~ STAIR RAILING g g footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall N ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD be 3 ft.below grade. M 4).Deck joists to have blocking at 8'0 o.c.. U 1.1/2"SPACE a m M N MINIMUM ).Flashing shall be installed between the building and ledger.Lapping up the sheathing and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers C ~ and nuts at 16"o.c. HANDRAILS RAFTER U Z to 6).Concrete piers shall be a minimum 6"above grade. RAFTER O o0 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored G m to girder(s). POST 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. U TOP PLATE 9).Use simpson hangers and anchors with Z-MAX tripple protective coating or equal TOP PLATE for any contact with ACQ. BALUSTERS r RIM/DECK JOIST ° _ OPEN BALUSTER ATTACHED TO WALL WALL STUD WALL STUD p HANDRAIL NOTES: All required handrails shall be of one of the following types HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION or provided equivalent graspability. ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 1).Type 1.e Handrails with circular cross section shall have ran OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS CONNECT'EACH outside diameter of at(east 1-1/4 inches and not rester RAFTER/PLATE RTIS TYDOWN ANCHOR g SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x I8ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION than 2 inches.if the handrail is not circular it shall have a CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER CONNECT'OVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS perimeter dimension of at least 4 inches and not greater PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATE/WALL SPTH4 SPUD PLATE ANCHOR PLATES TO EACH STUD than 6-1/4 inches with a maximum cross section of EACH RAFTER dimension of 2-1/4 inches. MT'1 2).Type It.Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both 4"MAX. sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest O/� 4"DIA.MAXIMUM portion of the profile and achieve a depth of at least 5/16 1••x•1 GIRDER/HEADER inch within 7/8 inch below the widest portion of the profile.The required depth shall continue for at least 3/8 O� O inch to a level that is not less than 1-3/4 inches below the GIRDER/HEADER a ° tallest portion of the profile.The minimum width of the r-•+ o handrail above the recess shall be 1-1/4 inches to a r \ O JOIST POST/COLUMN °° ° maximum of 2-3/4 inches.Edges shall have a minimum v ° POSE/COLUMN radius of 0.01 inches. W W ^ I--I U Q Q GIRDER/HEADER NAILING SCHEDULE POST-TO-GIRDERMEADER CONNECTION ROOF SHEATHING, NAIL NAIL O O LOCATION USP NUMBER DESCRIPTION APPILICATION JOINT DESCRIPTION QTY SPACING NOTES DECK/PORCH RAILING SPLICED JOISTS OVER HEADER/GIRDE4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO,EACH COLUMN STRUCTURAL PANEL Bd AS PER TABLE 3.8 O U R WFCM-SBC LOCATION JUSPNUMBER1 DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO- IRD R/H ADR ONN 'nON JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO,EACH COLUMN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS ROOF FRAMING: 1••�� JOINT DESCRIPTION QTY SPACING NAIL NOTES RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMO RAFTER CEILING JOIST F WALL:3-8d COMMON EACH TOENAIL 0 TO TOP PLATE 10'WALL:4-8d COMMO JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE STU PARALLEL RAFTER WFCM-SBC LAP NAIL BEARING PLATE GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE W ° WOOD JOIST TO RAFTER WFCM-SBC END NAIL T^ LEDGER BLOCKING EACH TOE V 1 o GIRDER/HEADER t TO RAFTER 2-Bd COMMON END NAIL WOOD JOIST .;+�•. RIM BOARD 2-16d COMMON EACH END Y WOOD JOIST CONCRETE PIER TO RAFTER END NAIL O O • WALL FRAMING: } FLUSH JOISTS WITH HEADER/GIRDER ��•' JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING D CEILING JOIST TO BLDG.CONNECTIONTOP PLATE TO PER I� 0 W LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16"OC WITH WASHERS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 2-16d COMMO FACE NAIL ,Irl THE PROPER STEEL CONNECTOR. DOUBLE 2x TOP PLATE FOOT V Z (MINIMUM) TOP PLATES AT JOINTS FACE IF ABLE,SET FIR JOISTS 1/4"HIGHER THAN LVL HEADERS HEADER/GIRDER-TO-POST CONNECTION 4-16d COMMO Q Y TO ALLOWLLOW F FOR SHRINKAGE. � FOR HEADER INTERSECTIONS EA.SIDE NAIL J OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION U STUD TO 2_16d COMMO 24" FACE W ROD (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD O.C. NAIL FLASHING TUCKED UNDER REQUIRED (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE HEADER TO 16d COMMON 16"O.C. FACE FOR STU HEADER ALONG EDGES NAIL TOP PIECE OF SIDING ANDQ Q TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END LAPPED OVER FIRST CONTIN. PLATE TO STUD 3-16d COMMOt PER 2x6 STUD NAIL PIECE OF SIDING BELOW {+ BOTTOM PLATE TO: 0 • PER Lo OOP JOIST,BAND JOIST, 2-16d COMMO OOT FACE NAIL 1/2"DIA.LAG BOLTS W/WASHERS THREADED ROD •7 CONNECTED TO BLDG.@16"OC f��'}' L G�iSND JOIST OR BLOCKING � STRINGER CNW COUPLER NUT �Sf �q�t*��� P 3 E FRAMING @16" POST ''41 }'i,' s,'_,4, y� NAIL NAIL (2)THRU- MINIMUM e¢ AP �`� 10TNT DESCRIPTION QTY. SPACING NOTES END DISTANCE * 4-8d COMMO BOLTS i � 'V TOP PLATE OR GIRDER JOIST NAIL r TO: PEP TOE FLOOR FRAMING P644 POSE _ s E BRIDGING 2_Bd COMMO EACH TOE DRAWN: MH/MS 2x 101575 4 y ANCHOR "dia. ° • MINIM M n D• p PIER 16"TREAD •, o o ENS INCE {: .�, TO JOIST END NAIL BLOCKING FOR o 12"x12"x12" •+ s� � 3 SCALE: 1/4"=I'-O" 101ST HANGER e o' CONCRETE FOOTING + + T� {6 BLOCKING EACH TOE 2-Sd COMMONJOB#: LAG BOLTS p • 1 0 > '7:, '•$: s"• s" S� Q TO JOIST END NAIL GRADE >Q e CONC.SLAB •?V +•ti.�t �+ BLOCKING TO: EACH TOE RIM JOIST/BD. ° o• e 3-16d COMMO (AS REQ.) �e "v SILL OR TOP PLATE BLOCK NAIL June 12,2018 A HOLLOW COLUMN UPLIFT LEDGER STRIP EACH FACE SHEET NUMBER: 8"dia. > DECK PIER SIMPSON STRONG TIE MODEL STRRI/2 TO BEAM 3-16d COMMO JOIST NAIL •a d b a DECK POST FTG.CONNECTION o CONC. ^ s• PER PLAN INSTALL AS PER MANUFACTURE'S RECOMENDATIONS JOIST ON LEDGER PER TOE a DECK/PORCH LEDGER CONNECTION 3'-0 p• . PIER LOCATION USP NUMBER DESCRIPTION APPLICATION 3-Bd COMMO TO BEAM JOIST NAIL e•• °a:4a 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER END 3-16d COMMO Q o' C 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR JAPPLY TO EACH FOOTING TO JOIST JOIST NAIL � ;o q •C°4o BAND JOIST TO: 2-16d COMMO PER TOE NAIL SILL OR TOP PLATE FOOT