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HomeMy WebLinkAbout41494-Z 0,4FF6440p,y Town of Southold 7/13/2017 P.O.Box 1179 a - u' x 53095 Main Rd V Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39051 Date: 7/13/2017 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 625 Uhl Ln, Orient SCTM#: 473889 Sec/Block/Lot: 15.-5-24.9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/31/2017 pursuant to which Building Permit No. 41494 dated 4/4/2017 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: ADDITIONS AND ALTERATIONS (SCREENED PORCH)TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Benzel,Jan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41497 06-22-2017 PLUMBERS CERTIFICATION DATED u h ed Signature fFnt�.. TOWN OF SOUTHOLD In, BUILDING DEPARTMENT TOWN CLERK'S OFFICE FPO- • 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#: 41494 Date: 4/4/2017 Permission is hereby granted to: Benzel, Jan 250 Mercer St Apt B1103 New York, NY 10012 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 625 Uhl Ln, Orient SCTM # 473889 Sec/Block/Lot# 15.-5-24.9 Pursuant to application dated 3/31/2017 and approved by the Building Inspector. To expire on 10/4/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $248.00 CO -ADDITION TO DWELLING $50.00 Total: $298.00 ui ing 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: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or 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,Commercial$15.00 Date. 3/301/ 7 New Construction: Old or Pre-existing Building: (check one Location of Property: Gas (A A I /,G h r- 0 E"IT- House No. 6 Street II Hamlet Owner or Owners of Property: j (7t l� ev�'C d, 6r(ALP- (N'2 h �� Suffolk County Tax Map No 1000, Section 15 BIock 5 Lot Subdivision Filed Map. Lot: Permit No. ` Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ .SD Applicant Signature ®F soUry®�o Town Hall Annex Telephone(631)765-1802 54375 Main Road CO- Fax(631)765-9502 P.O.Box 1179 ® a� roper.riche rtCaD-town.southoId.ny.us Southold,NY 11971-0959 COU BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Benzel Address: 625 Uhl Lane City: Orient St: New York Zip: 11957 Building Permit#: 41497 Section 15 Block 5 Lot 24.9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Jim Shaw Electric License No: 33381-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 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 Fixture Time Clocks Disconnect Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment: "SUN ROOM" 1- Paddle Fan. Notes: Inspector Signature: Date: June 22 P 9 � � Lt�� , 2017 0-Cert Electrical Compliance Form.xls SO(/ly coUMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - / INSPECTION NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI ) REMARKS: 0 DATE 0 ANSPECTOR l OE SOUryO �o �o H O 0 TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECT-ION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [dFRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: fyo_"*yM,,nA DATE INSPECTOR (ilk SOUlyolo 4 14� N 0 0 m,0cc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO-N ' - , [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ,] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE I INSPECTOR yL,� oF souryO courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ( ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR FIELD INSPECTION REPORT DATE COM TS l� l f1D�► �S �� FOUNDATION(1ST) ------------------------------------ FOUNDATION (2ND) z 9ftoe c� ROUGH FRAMING& �. N PLUMBING y N INSULATION PER N.Y. ' STATE ENERGY CODE FINAL ADDITIONAL CO MENTS /7 4 z m a X dh m a � o � z d b H K TOA OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT 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 q�q Suryey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application I Flood Permit Examined ,20 l Single&Separate Storm-Water Assessment Form Contact: Approved ,20LI Mail to: Disapproved a/c t / Phone: In�� ®oZ `[ oZ Expiration 20 k-gui mg Inspector PLICATION FOR BUILDING PERMIT MAR 3 0 2017 Date March 23 , 20 17 INSTRUCTIONS a.�M12JWXP&Rale. f5J T J iI'be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of p1JFee 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. Olinkiewicz Contracting Inc (Signature of applicant or name,if a corporation) PO Box 591 Shelter Island Hts, NY 11965 (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect,engineer, general contractor,electrician,plumber or builder General Contractor Name of owner of premises Jan Benzel and Bruce Weber (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 52130-H Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 625 Uhl Lane Orient House Number Street Hamlet County Tax Map No. 1000 Section 15 Block 5 Lot 24-�- p Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Home b. Intended use and occupancy Single Family Home 3. Nature of work(check which applicable):New Building Addition V Alteration Repair Removal Demolition Other Work Construct new Screened in porch ®e-, (Description) 4. Estimated Cost Fee ��a Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories �v"W /Z mac""'�o-4 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10. Date of Purchase LIG Name of Former Owner dncc/—C� 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOS_ 13.Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO—X 14.Names of Owner of premises Jan Benzel&Bruce weberAddress 625 Uhl Lane Phone No. 917-359-0700 Name of Architect Address Phone No Name of Contractor Olinkieimcz Contracting Inc Address PO Box 591 Shelter Island HtPhone No. 631-445-7324 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provvide 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 X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ll 5"�•sy/h7/C-n6jn2 cc L being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the �f/1�t3/C r r-to ( C 2- �-v���� (Contractor,Agent, Corporate Officer,et . - 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. Sworn to before me this .�M of DOREEN E.TYBAERT NOTARY P111;1.IC,STATE OF NEW YORK otary Public egis ra ion o.OlTY6274186 Signature of Applicant Qualified in Surrolk County Commission Expires Dce..31, i SO�jjyD Town Hall Annex J Te ZZh (ti3 54375 Main Road a ((� M P.O.Box 1179 G, • Q ro er.richert to�in.sou�d:n .us✓ 2 nn i Southold,NY 1197I-0959 �Q�y a0 �. U i Quo, MAY 18 2017 � BUILDING DEPARTMENT BUILDING DEPT. i TOWN OF SOUTHOLD TOT OF S®fig®� APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: . �M s Date: �•18'-J Company Name: 7`/1, S ea,t,ctv�% C_ �,L Name: - License No.: 333 V — Jh C-_ Address: f i� ani (Z G' Jf tt J Phone No.: - JOBSITE INFORMATION: (*Indicates required information) *Name: &A2-Z Q 1 ! *Address: *Cross Street: *Phone No.: Permit No.: [, Tax-Map District: 1000 ection: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: 0E / NO Cough Final *Do you need a Temp Certificate: YES/ NO I�I Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other I . *New Service: Re-connect Underground Number of Meters Change of Service Overhead i Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form A C ------------------- Oct Nth a�.o. a�.: Baa ,.tY "'eta:`« �:$° ".1 �• i :.� t<R.n CeB?:b•'s,+k.1r'is7d`35Y'YL"R,WvI"MAt 4•YY.STr.'�'.d FGS% xiY s5 Rw tC - tri,. +�, �. ,• ei n "°� `.,"•r i•t36.3C s„:;3 =..I' �� CF O#LALTr,SEAVBCta.'.4 p �: g tt c a reu ,r_*a INLY DATE RLC No � —• AMROWC "pari ,s pe-? .SLWf'CC2CC)0 :AX MAP C CSCL':Y+Ya TGO E1 ; VIV V1,00, ML � �° 'i.l_4A•�-�y�aF"R�<•� @� + �mzww � j �d?'�•#•F�«mm$.�...�.�'-r� 6.'"n_q....�.�." s :£s^_ w"x,;yA„ �•Wq •� a } _ a �s:./:q�:•�1 `yi axe Sj .rw, •�-r"4�a" T }{{§ ���i. 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Y'°I' P Y_•"k'c�'W t'r��u�a � # fid..--.�� II..^s-i'`i t i -A� 1 a�. :`t•'.` XQ 4, SCSTiCLF; # wv- -••_ - v�"� .. __ "'��,p.-- ,. ,m � .�� _ "s� ��J�;""?".���rF,�fi'lC�� t..a.. ......-...",":: .,. -- ,� Via.= :S;ECa,• "..;. �'.s&.°:: :.a.a1 4 °a.a�ai G�sde "0 - ,� a ��'i`� �.", ak°�'S�`aMX: m:: ,"=rLc.'..•'» - �s°c.2s. k.£"'�m � F »a'"Ct8�"m „i `�a°a.''.�y+ i 4 a `�Y,'*�_ "'��;� _ „t. y CES IAa e::��a�.: P,s - ',� ° � ���„p:�1 p�• � � � '� '"t " � € yea it' ate.. �,,et pp pp yiyny en_sr g, �..•�aw�pwhey .�,���pyy��yp t y g4MnS�P�F�%c�d W [ �.a Po� �.mA, a..t�r �ae.+'�60IT��✓ �}xvl�-S+. 3 . f/R BEFORE"WATER" WITHOUT CERTIFICATE UNDERWRITERS RED REQUIRED OF OCCUPANCY liraairagarwa�isarsaou" r •wra�rwR�i rtl�s� ; � • r � ,` . �wa�ttrirtaRsoraet�IK ta>Br t ow CL 8p:Zr7 54', i �0 1r roM asci wm�uwF ni sfiiR / C I o� ` i0.9I s AP D AS NOTED ^ a r (M; i ♦.•y� DATE: ` >�`N` ♦ ii FEE: BY: I • NOTIFY BUILDING DE ART NT AT 0 765-1802 8 AM TO 4 PM FOR THE `� 'a •e 0.Wit`" y -� FOLLOWING INSPECTIONS: G 1 FOUNDATION -TWO REQUIRED ,0 5� FOR POURED CONCRETE i 2. UGH •FRAMING &PLUMBING IN CATION " } 4.FI AL - CONSTRUCTION MUST S I $ COMPLETE FOR L O. CONST UCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY w rI CODES. NOT RESPONSIBLE FOR �.2D. r DESIGN OR CONSTRUCTION ERRORS SURVEY OF ao�r .LOT 159 Z U N 4 "ORENT 8Y 7W SEA" SEC7XW NO.3 FLED OCT. 16. V74 FIE:IMO 6W k( CFRnMO TO, w T S�w`t�~rizt�Of �XEEN M. 0000 Tow? cT Soun ./ p -. NORTH FOM CLOSE�ssiRAO'cT CORP. COiVTY,11Y. 75-05'-24.9- P.0 F� r 1994 AWA& R D � N.S. RFF 93 - SQ 76 SPUTHO'D, N.Y. 9n aA TI/. GENERAL CONDITIONS FRAMING AND ROUGH CARPENTRY PROTECTION AGAINST DECAY UNLESS OTHERWISE NOTED, GENERAL JOISTS RAFTERS AND STUDS SHALL BE PROVIDE PROTECTION OF WOOD IN CONDITIONS OF THE CONTRACT FOR CONSTRUCTION GRADE DOUGLAS FIR 1100 ACCORDANCE WITH SECTION R317 2015 CONSTRUCTION, AIA DOCUMENT-201 PSI. ALL WOOD SILLS AND WOOD IN IRC. PROVIDE PRESSURE PRESERVATIVE 4/87 SHALL APPLY. THE CONTRACTOR CONTACT WITH MASONRY SHALL BE CCA TREATED WOOD IN ALL AREAS WHERE 17'-10" . SHALL OBTAIN CERTIFICATE OF TREATED. ALL EXTERIOR SHEATHING SHALL WOOD MEMBERS ARE IN CONTACT WITH OCCUPANCY. SUBSTITUTIONS SHOULD BE MIN. 1/2 CDX DOUGLAS FIR STRUCTURAL CONCRETE OR MASONRY. Z NOT BE MADE WITHOUT WRITTENW PLYWOOQ UNLESS NOTED OTHERWISE. U 00 AUTHORIZATION BY THE OWNER. THE BLOCK STUD WALLS AT 1/2 STORY W Ga o PREMISES SHALL BE KEPT REASONABLY HEIGHTS AND AT ALL UNSUPPORTED EDGES W C� v CLEAN AT ALL TIMES. AT THE Z N COMPLETION OF WORK, THE CONTRACTOR OF PLYWOOD. PROVIDE SOLID BLOCKING AND I—I W w t- SHALL REMOVE ALL WASTE MATERIALS, DIAGONAL BRACING OF FLOOR JOISTS AT 8' C� �, ] w TOOLS, RUBBISH, ETC., CLEAN GLASS O.C. MAXIMUM. ALL CAP PLATES TO BE Z � A z AND LEAVE WORK BROOM CLEAN UNLESS DOUBLED AND NAILED BOTTOM CAP PLATED W a 00 TO END OF STUDS. LAP CAP PLATES AT Z p �D co OTHERWISE SPECIFIED. THE CONTRACTOR CORNERS. WHERE FLUSH FRAMING OCCURS, SCREEN SCREEN SCREEN Q1 Z z SHALL CARRY WORKMAN'S PANEL PANEL PANEL O 0 ] COMPENSATION AND GENERAL LIABILITY HANGERS BY ATECO'E OR METAL EQUAL. S CREEN U H INSURANCE. ALL SHALL COMPLY WITH HEADERS SHALL BE MINIMUM (2)2X6 UNLESS W STATE AND LOCAL CODES AND NOTED ON PLANS. MINIMUM BEARING FOR x ORDINANCES. PROOF OF COMPLIANCE STUDS, JOISTS AND BEAMS SHALL BE 3 CJS TO BE PROVIDED TO OWNER UPON 1 2". USE DOUBLE JACK STUDS FOR REQUEST. THE CONTRACTOR SHOULD / FULLY GUARANTEE HIS WORK AND THE HEADERS OVER FIVE FEET IN LENGTH. SEE WORK OF HIS SUBCONTRACTORS FORA NAILING SCHEDULE NEW YORK STATE CODE. X11 I ? PERIOD OF ONE YEAR AFTER ® �s COMPLETION OF THE PROJECT UNLESS ASPHALT ROOF SHINGLES � OTHERWISE SPECIFIED. ALL WORK SHALL ALL SLOPED ROOF SHINGLES SHALL BE BE PERFORMED IN ACCORDANCE WITH GAF-CLASS-A ASPHALT ROOF SHINGLES GOOD BUILDING PRACTICES. THE OR APPROVED EQUAL. SHINGLES SHALL CONTRACTOR SHALL INDEMNIFY AND BE APPLIED OVER 15# ASPHALT FELT. 12'-0' HOLD HARMLESS THE OWNER, ROOFING CONTRACTOR TO PROVIDE ALL ARCHITECT, ENGINEER AND THEIR FLASHING NECESSARY FOR A ti AGENTS AND EMPLOYEES FROM AND WATERTIGHT, WEATHERPROOF JOB. ® ENG AGAINST ALL CLAIMS, DAMAGES, LOSES ROOFING IS TO BE APPLIED IN STRICT AND EXPENSES, INCLUDING ATTORNEYS ACCORDANCE WITH THE MANUFACTURES FEES ARISING OUT OF OR RESULTING SPECIFICATIONS. CONTRACTOR SHALL ELEVATIONS- PROVIDED FROM THE PERFORMANCE OF THE WORK SUPPLY COLOR SAMPLES OF THE THAT ANY SUCH CLAIM, SHINGLES FOR OWNER'S APPROVAL, DAMAGE, LOSS OR EXPENSE (A) IS PRIOR TO INSTALLATION. SCALE ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF INCLUDING THE LOSS OR 2x,o RIDGE BOARD USE RESULTING THEREFROM). (B) IS ®1� ac. 2�89�® 8 12 NEW SCREE DECK CAUSED IN WHOLE OR IN PART BY ANY ARFR VED AS NOTED F AND NEGLIGENT ACT OR OMISSION OF THE DATE: B.P.# �g`�� p EXISTING WINDOW CONTRACTOR, ANY SUBCONTRACTOR, ti c To BE REMOVED ANYONE DIRECTLY OR INDIRECTLY FEE bb BY: EMPLOYED BY ANY OF THEM, OR NOTIFY BUILDING D=PARTM ANYONE FOR WHOSE ACTS ANY OF THEM , AT 765-1802 8 AM TO 4 PM FOR THE MAY BE LIABLE REGARDLESS OF FOLLOWING IN I III III III I SCREEN SCREEN WHETHER OR NOT IT IS CAUSED IN PART Irl III PANEL PANEL (2) 2x8 1. FOUNDATION - TWO REQUIRED NEW RAIL TO 4x4 POST BY A PARTY INDEMNIFIED HEREUNDER. FCR POURED CONCRETE IIII III III MATCH EXISTING ON coNT 4'-0" ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING 2• ROUGH - FRAMING & PLUMSr N`G IIII II III PIER FfJD 3. INSULATiON _-I��(- JAL _Ili_ (TYP) BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, 4. FINAL - CONSTRUCTION MUST o 2x12 STRINGERS 0 PLACING OF CONCRETE, ETC. ARE TO BE BE COMPLETE FOR C.O. NEW PATio CAREFULLY SUPERVISED BY THE ALL CONSTRUCTION SHALL MEET THE DOOR CONTRACTOR TO BE SURE THEY ARE IN REQUIREMENTS OF THE CODES OF NEW ACCORDANCE WITH THE DRAWINGS, YORK STATE. NOT RESPONSIBLE FOR SPECIFICATIONS, APPLICABLE CODES AND DESIGN OR CONSTRUCTION ERRORS. _ _ _ (3) 2x8 GIRDER GOOD PRACTICE. DEVIATIONS FROM THE — — — DRAWINGS AND SPECIFICATIONS WILL NOT NEW RAIL TO BE PERMITTED WITHOUT WRITTEN NEW STAIR = _ = \—EXISTING DECK AUTHORIZATION OF THE OWNER. THE AND LANDING = TO REMAIN MATCH EXISTING _ CONTRACTOR SHALL BE RESPONSIBLE v 1?4 T - - - EXISTING STAIR 6x6 POST � AFP q FOR THE SHOP DRAWINGS WHICH MAY COMPLY WITH ALL COn�" _ _ To BE REMOVED � BE NEEDED. ALL DIMENSIONS AND NI=IAI YORK STAT - - ON coNC �/�• \ CONDITIONS ARE TO BE FIELD VERIFIED. - - PIER FND %x n CONTRACTOR TO REMOVE & RELOCATE AS REQUIRED AND CONDil Ivl, 11 AS REQUIRED ALL EXISTING WORK WHICH1 - r INTERFERES WITH NEW CONSTRUCTION. -----"'-'�Nlc� SECTION EXISTING DECK N \\`9 w� TO REMAIN CONCRETE SCALE "= 1 ' SCALE NO CONCRETE OR MASONRY WORK w� VAI = �'" 4 4 SHALL BE DONE DURING TEMPERATURES -+_ OF 40 DEGREES F. AND FALLING. NO 2x8 RR @ 16" O.C. CONCRETE SHALL BE PLACED ON ELECTRICAL FROZEN SURFACES. NO ADDITIVES SHALL INSPECTION REQ"ARED 2x8 LEDGER BE ALLOWED WITHOUT WRITTEN 0 PERMISSION OF THE ENGINEER. ALL OCCUPANCY OR CONCRETE IS TO BE MIN. 3,000 P.S.I. RAFTER w LO AT 28 DAYS USE IS UNLAWFUL RAFTER tM RAFTER A V P LA �l ' m I UT CERTIFICATFRETAIN STORM WATER RUN,-FI_ RIDGE TOP PLATE TOP PLATE � „- O Y OF OCCUPANCY PURSUANT TO CHAPTER 236 6 SCALE 4 — 1 � W np HE TOWN CODE. WALL STUD DESIGN LOADS AND SPECIFICATIONS WALL STUD U Z O TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION 0 GROUND SNOW LOAD 45 PSF IN PLACE OF STRUCTURAL SHEATHING DECK LIVE LOAD 40 PSF EXISTING o WIND SPEED 130 MPH EXTERIOR WALL SEISMIC DESIGN CATEGORY C WEATHER INDEX SEVERE LEDGER CONNECTED TO "x6" DECKING m FROST LINE DEPTH 3 FEET BAND JOIST J" LAGS © 15" O.C. KING STUD tin TERMITE MODERATE TO HEAVY2"X8" DJ @ 16" O.C. (3)2"x8" DECK BEAM CRIPPLE STUD I__ )\\,— m DECAY SLIGHT TO MODERATE HEADER L _ _ _ EXISTING STAIR Do WINTER DESIGN TEMPERATURE 4 11 To BE REMOVED N JOIST HANGER _ _ _ _ 12 JACK STUDS 4'-0 g'-3 O N � GIRDER/LEDGER � I I ,� "� GRADE WOOD JOIST r — — — _ I- - - - _I o 2x12 STRINGERS O U —) TYPICAL HEADER CONNECTION DECK CONNECTION AND FOUNDATION 3' IN PLACE OF STRUCTURAL SHEATHING I O Q JOIST FRAMING FLUSH WITH GIRDER/LEDGER N.T.S. __ _ r �.. •. ..� i M NEW EAVE MIN. 8„0 MIN. f- — — — LL R.O. +2• _1CONCRETE e" MAX. 6" MAX.4 PIER FND L d o NEW RAIL TO-/ 1 0'-0" 0 LTJ z 0 WIND RESISTANT CONSTRUCTION CONNECTORS MATCH EXISTING Q 'r- PANEL SPAN � II Z 6' R.R. ® 16" O.C. LL s B' CONNECTION LOCATION: PART NUMBER: NOTES: REMOVE EXISTING RAILING 'N 1/2" COX PLYWOOD SHEATHING RIDGE-TO-RAFTERS CS20 ® 21" APPLY TO EACH PAIR OF RAFTERS AT NEW LANDING N L1J _I O U a ASPHALT SHINGLES OVER 15# BUILDING FELT RAFTER-TO-WALL H7 APPLY TO EACH RAFTER U z o ►- R'0' APPLY TO EACH RAFTER N � -� 3: O RAFTER-TO-PLATE H8 or H2.5 HURRICANE CLIPS PLATE-TO-WALL STUD CS20 ® 18" APPLY TO EACH WALL STUD TO EXISTING DECK REM / Q W Ln Q Q PANEL DESIGN BASED ON 1069.1 ALUMNIUM DRIP EDGE N N Ljj BUILDING CODE OF NEW YORK STATE. FASCIA HEADER-TO-JACK STUD CS20 ® 12" APPLY TO EACH JACK STUD LJ I O 7/16" PLYWOOD PANELS CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD 0 / CL SCREWSI— O zSTALL ys WOOD ACCORDANCE O 1s- SID MAX. 6" ALUMINUM GUTTE \ INSTALLED IN ACCORDANCE WRH RESIDENTIAL CODE OF NEW YORK R301.2.1.2 � EXISTING WINDOW a_ W W SIDING TO/ MATCH HOUSE 18'-6 HEADER TO REMAIN STRUCTURAL WOOD PANELS FOR NEW DOOR — z N USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. STUDS ® 16" O.C. Q N.T.S. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. COX PLYWOOD SHEATHING O D- FLOOR REAM o uj �— SCALE 4 = 1 � 2x12 VALLEY z N Z CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILSo o Q z NOT TO SCALE w 3 m Q 0 Q U Q GENERAL CONDITIONS FRAMING AND ROUGH CARPENTRY PROTECTION AGAINST DECAY UNLESS OTHERWISE NOTED, GENERAL JOISTS RAFTERS AND STUDS SHALL BE PROVIDE PROTECTION OF WOOD IN CONDITIONS OF THE CONTRACT FOR CONSTRUCTION GRADE DOUGLAS FIR 1100 ACCORDANCE WITH SECTION R317 2015 CONSTRUCTION, AIA DOCUMENT-201 PSI. ALL WOOD SILLS AND WOOD IN IRC. PROVIDE PRESSURE PRESERVATIVE Door& Window Schedule 4/87 SHALL APPLY. THE CONTRACTOR CONTACT WITH MASONRY SHALL BE CCA TREATED WOOD IN ALL AREAS WHERE Rough Opening Glazing 17'-10" Z SHALL OBTAIN CERTIFICATE OF TREATED. ALL EXTERIOR SHEATHING SHALL WOOD MEMBERS ARE IN CONTACT WITH OCCUPANCY. SUBSTITUTIONS SHOULD BE MIN. 1/2 CDX DOUGLAS FIR STRUCTURAL CONCRETE OR MASONRY. L Type Mark Count Width Height Type Manufac. Model Type NOT BE MADE WITHOUT WRITTEN PLYWOOD UNLESS NOTED OTHERWISE. R' 00 AUTHORIZATION BY THE OWNER. THE BLOCK STUD WALLS AT 1/2 STORY o 2340-2 5 4'-6" 41 - 011 Casement Anderson 100 series Clear Dual-Pane W M PREMISES SHALL BE KEPT REASONABLY HEIGHTS AND AT ALL UNSUPPORTED EDGES Z U to a N CLEAN AT ALL TIMES. AT THE OF PLYWOOD. PROVIDE SOLID BLOCKING AND Z WrS. t- COMPLETION OF WORK, THE CONTRACTOR DIAGONAL BRACING OF FLOOR JOISTS AT 8' 6068 1 61 -011 61 - 811 Gliding patio Anderson 100 series F. � W M SHALL REMOVE ALL WASTE MATERIALS, O.C. MAXIMUM. ALL CAP PLATES TO BE I� AzM TOOLS, RUBBISH, ETC., CLEAN GLASS W ¢ H oo DOUBLED AND NAILED BOTTOM CAP PLATED �» m AND LEAVE WORK BROOM CLEAN UNLESS TO END OF STUDS. LAP CAP PLATES AT p OTHERWISE SPECIFIED. THE CONTRACTOR CORNERS. WHERE FLUSH FRAMING OCCURS, Z z SHALL CARRY WORKMAN'S USE MIN. 16GA SHEET METAL JOIST U < ¢ � ¢ COMPENSATION AND GENERAL LIABILITY HANGERS BY "TECO" OR APPROVED EQUAL. 2340-2 2340-2 N 2340-2 U E- INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES AND HEADERS SHALL BE MINIMUM (2)2X6 UNLESS x >` i� ORDINANCES. PROOF OF COMPLIANCE NOTED ON PLANS. MINIMUM BEARING FOR TO BE PROVIDED TO OWNER UPON STUDS, JOISTS AND BEAMS SHALL BE 3 REQUEST. THE CONTRACTOR SHOULD 1/2 . USE DOUBLE JACK STUDS FOR FULLY GUARANTEE HIS WORK AND THE HEADERS OVER FIVE FEET IN LENGTH. SEE WORK OF HIS SUBCONTRACTORS FOR A NAILING SCHEDULE NEW YORK STATE CODE. PERIOD OF ONE YEAR AFTER COMPLETION OF THE PROJECT UNLESS ASPHALT ROOF SHINGLESo � OTHERWISE SPECIFIED. ALL WORK SHALL ALL SLOPED ROOF SHINGLES SHALL BE �e� v BE PERFORMED IN ACCORDANCE WITH GAF-CLASS-A ASPHALT ROOF SHINGLES GOOD BUILDING PRACTICES. THE OR APPROVED EQUAL. SHINGLES SHALL CONTRACTOR SHALL INDEMNIFY AND BE APPLIED OVER 15# ASPHALT FELT. 12'-0" HOLD HARMLESS THE OWNER, ROOFING CONTRACTOR TO PROVIDE ALL ARCHITECT, ENGINEER AND THEIR FLASHING NECESSARY FOR AENGI�� 4 AGENTS AND EMPLOYEES FROM AND WATERTIGHT, WEATHERPROOF JOB. ® AGAINST ALL CLAIMS, DAMAGES, LOSES ROOFING IS TO BE APPLIED IN STRICT AND EXPENSES, INCLUDING ATTORNEYS ACCORDANCE WITH THE MANUFACTURES FEES ARISING OUT OF OR RESULTING SPECIFICATIONS. CONTRACTOR SHALL ELEVATIONS- PROVIDED FROM THE PERFORMANCE OF THE WORK SUPPLY COLOR SAMPLES OF THE THAT ANY SUCH CLAIM, SHINGLES FOR OWNER'S APPROVAL, DAMAGE, LOSS OR EXPENSE (A) IS PRIOR TO INSTALLATION. SCALE 4"= 1 ' ATTRIBUTABLE TO BODILY INJURY, D SICKNESS, DISEASE OR DEATH OR TO INJURY TO OR DESTRUCTION OF MAY - 4 ?017 TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF INCLUDING THE LOSS OR 2x10 RIDGE BOARD L USE RESULTING THEREFROM). (B) IS Ci. zx NEW SCREEN CAUSED IN WHOLE OR IN PART BY ANY ROOM AND DECK TOWN OF SO'UTHOLD NEGLIGENT ACT OR OMISSION OF THE F�® ®/6� EXISTING WINDOW 8 CONTRACTOR, ANY SUBCONTRACTOR, TO BE REMOVED ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM FF- =1� MAY BE LIABLE REGARDLESS OF II III II III II WHETHER OR NOT IT IS CAUSED IN PART (2) 2x8 BY A PARTY INDEMNIFIED HEREUNDER. II III I 2340-2 2340-2 /-NEW RAIL TO 4x4 POST ALL MATERIALS, ASSEMBLIES, AND II III II III IIMATCH EXISTING ON coNC 4'-0 METHOD OF CONSTRUCTION INCLUDING II III II III II PIER FIND BUT NOT LIMITED TO FORM-WORK, LLL- tL=-I i ==L =-l� (TYP) - BLOCK-WORK, FRAMING, NAILING, PLACING OF CONCRETE, ETC. ARE TO BE 6068 NEW PATIO o o 2x12 STRINGERS CAREFULLY SUPERVISED BY THE DOOR CONTRACTOR TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE - - - (3) 2x8 GIRDER DRAWINGS AND SPECIFICATIONS WILL NOT = _ _ BE PERMITTED WITHOUT WRITTEN NEW STAIR = _ = EXISTING DECK RAIL 8'-9 AUTHORIZATION OF THE OWNER. THE AND LANDING = = TO REMAIN CONTRACTOR SHALL BE RESPONSIBLEo� * � y FOR THE SHOP DRAWINGS WHICH MAY H _ = EXISTING STAIR 6x6 POST �, A TO BE REMOVED -�. BE NEEDED. ALL DIMENSIONS AND _ = ON CONI 5 , CONDITIONS ARE TO BE FIELD VERIFIED. 10 1 1� 1 1i - ® PIER FIND - .t p CONTRACTOR TO REMOVE & RELOCATE _ " CO ' NTERFQERES WITH NEW CONST/RUCTIONICH nI O �, AS EXISTING SECTIO ELEVATION- EXISTING DECK TO REMAIN CONCRETE SCALE "'= I ' SCALE 4"= 1 ' NO CONCRETE OR MASONRY WORK 4 L) SHALL BE DONE DURING TEMPERATURES OF 40 DEGREES F. AND FALLING. NO 2x8 RR ® 16" O.C. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. NO ADDITIVES SHALL x8 LEDGER BE ALLOWED WITHOUT WRITTEN CL U PERMISSION OF THE ENGINEER. ALL CONCRETE IS TO BE MIN. 3,000 P.S.I. RAFTER w V) AT 28 DAYS RAFTER RAFTERFRAMING P �A N w m DESIGN LOADS AND SPECIFICATIONS RIDGE 0 LIJ TOP PLATES TOP PLATE SCALE 4"= 1 ' 0 GROUND SNOW LOAD 45 PSF WALL STUD U U DECK LIVE LOAD 40 PSF WALL STUD ¢ w � U WIND SPEED 130 MPH zo TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION 00 SEISMIC DESIGN CATEGORY C IN PLACE OF STRUCTURAL SHEATHING WEATHER INDEX SEVERE C)O Z FROST LINE DEPTH 3 FEET EXISTING _ TERMITE MODERATE TO HEAVY EXTERIOR WALL 0 DECAY SLIGHT TO MODERATE LEDGER CONNECTED TO J"x6" DECKING w M w m 2 WINTER DESIGN TEMPERATURE 11 BAND JOIST J" LAGS ® 15" O.C. KING STUD V) Q 2"X8" DJ ® 16" O.C. (3)2"x8" DECK BEAM CRIPPLE STUD F 0° - - - 71\ HEADER L _ — _ J EXISTING STAIR 00 to � TO BE REMOVED N N Q JOIST HANGER _ _ _ O O O 12 GIRDER/LEDGER JACK STUDS I 4'-0" 8'-3" RADE WOOD JOIST r — — — p 202 STRINGERS C U TYPICAL HEADER CONNECTION DECK CONNECTION AND FOUNDATION _ _ _ I I I � 0 N.T.S. I JOIST FRAMING FLUSH WITH GIRDER/LEDGER IN PLACE OF STRUCTURAL SHEATHING (- NEW EAVE MIN. O = 8"0 MIN. I- - - - -{ a_ W I-- R.o. +2' CONCRETE 4 N N IM 6" MAX. 6• MAX. PIER FND LLJ O NEW RAIL TO 10'-0" W �Z(n MATCH EXISTING v� �l PANEL SPAN WIND RESISTANT CONSTRUCTION CONNECTORS Z > 6' R.R. ® 16" O.C. 0 O N�a s 6' CONNECTION LOCATION: PART NUMBER: NOTES: REMOVE EXISTING RAILING "N + 1/2- CDX PLYWOOD SHEATHING AT NEW LANDING ___I O U / RIDGE-TO-RAFTERS CS20 ® 21 APPLY TO EACH PAIR OF RAFTERS N _ ASPHALT SHINGLES OVER 15# R.o. BUILDING FELT RAFTER-TO-WALL H7 APPLY TO EACH RAFTER O z z N RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER / I LL_I --� O N PLATE-TO-WALL STUD CS20 ® 18" APPLY TO EACH WALL STUD EXISTING DECK / I . 'w U HURRICANE CLIPS TO REMAIN _ i Q 0 PANEL DESIGN BASED ON 1069.1 ALUMNIUM DRIP EDGE I_1_I N N w BUILDING CODE OF NEW YORK STATE. FASCIA HEADER-TO-JACK STUD CS20 ® 12" APPLY TO EACH JACK STUD Q0 0O 7/16• PLYWOOD PANELS CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUDz 2-1/2' f6 WOOD SCREWS 16-D.C. MAX. 6" ALUMINUM GUTTE ` O ~ It INSTALLED IN ACCORDANCE WITH RESIDENTIAL CODE OF NEW YORK R301.2.1.2 W zCL SIDING / EXISTING WINDOW W W MATCH HOUSE 18'-6" HEADER TO REMAIN N FOR NEW DOOR O �/ Z STRUCTURAL WOOD PANELS STUDS ® 16" O.C. USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. (� LL FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. O Q N.T.S. CDX PLYWOOD SHEATHING 0 af FLOOR PLAN- Uj SCALE 1 '= 1 ' 2x12 VALLEY o N Z O �— CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS 4 N Ln Z NOT TO SCALE O O Q Z Q Lit Q of L41' LO LU 0