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HomeMy WebLinkAbout46186-Z o�gHFFO(Kco TOWN OF SOUTHOLD BUILDING DEPARTMENT H TOWN CLERK'S OFFICE Wo � 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#: 46186 Date: 5/5/2021 Permission is hereby granted to: Peconic Landing @Southold 1600 Brecknock Rd Greenport, NY' 11944 To: construct additions and alterations to existing single-family dwelling as applied for. (Cottage #4) At premises located at: V b 1 1205 Route 25, Greenport SCTM #473889 Sec/Block/Lot# 36.-1-25 Pursuant to application dated 2/17/2021 and approved by the Building Inspector. To expire on 111412022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $291.20 CO-ADDITION TO DWELLING $50.00 Total: $341.20 B i nspector OF SOUTy�6 # # 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: Dh VoiJ . DATE INSPECTOR INSPECTOR �� . COMMENTS FIELD:INSPECTION REPORT 'DATE FOUNDATION(IST) FOUNDATION (2NA) ROUGH FRAMING:& PLUMBING INSULATION.PER N.Y. STATE'ENERGY CODE FINAL'. . ADDITION': COMMENTS' . 20,a o ' wage. • 's. �o� �' � Z ul v TOWN 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 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 5 204 Single&Separate Truss Identification Form i Storm-Water Assessment Form Approved 20 F E B 1 7 2021 Mail to: Disapproved a/c f::;:rstT01 Phone: Expiration 20 BuMnibzfector APPLICATION FOR BUILDING PERMIT r Date 20 � I INSTRUCTIONS a. This application MUST be completely 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. 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 Frank Clifford (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. H-52130 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 4 Tanager Lane Greenport House Number Street Hamlet ,. County Tax Map No. 1000 Section Block Lot Subdfvision 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 Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cos ®e 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 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 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * 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 * 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) SS: COUNUTY 0F0142) being duly sworn,deposes and says that(s)he is the applicant (Name of individual si g contract)above named, (S)He is the (Contractor,Agent, Corporate 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 p before me th' Z day of �20 ` otary Public,State of Now Yotk No.01 RE6059270 County otary Public My commission expires duly 23,2021 7 Signature of Applicant RECEIVED► FOR INTERNAL USE UNLY APR 01821 _ ___ .. soucnoici rawo..: SITE. PLAN .USE D ETERC�I[II�A�T i0�. Planning Board_ _ InF ia{ ID..eterr it afiog. • .Date Sent--a f�f� Project Marne: ------" Project Address; Zoning D.tstric Suf€otk County Tixx lltlaP'l`to.:'1U00= --�- — . try-as to tics and supporting do'eriBttta, . Nof �p of i i t it eciriii A)?p. fi= osed i�se ortises•:-itioutct:be subrini��d.} - a ern►itfed_ 1 :... taifiai Determination as to whether use is p.:.-. [ail is required- pt n iniEiat•Dete ranatton as to whether site p - �igriatur. Idtng.IFlspeefoc t?iannitig De{rar#tnent(P.D.). et:. II�� pate of eoinmenf; _fl.D:'Date t eceived. (ORIt'ClEnfs+ 'i Coe. � Signature of Plan g.Dept.S#aff Revjewer �inat i?ele�'trii aUon Decision_- - / c:.-.nnfitra of Riiilciina fn�nPcfnr tlui&Uo�i?etteMm4ntAoolkatinn • AIrMQBr VAIW*the Ap;tlC ntisMtAeounry Nly (bretyawufsa ) Qtsf!"emAd�ntss) !/ do bacbp trutlsorc P r _. rg (At) �ry�in�'/8Gr«Z�pAJ/d�� to aMy os my bdwrto the Sout WUWWmj;Dqmbwm At.1, � (owaces SIgm�Kt..-- amni o.%wei tom) Southold Town Building Department P.O.Box 1179 Permit#: 46186 53095 Main Rd Southold,New York 11971 Permit Date: 5/5/2021 (631)765-1802 Expiration Date: 11/4/2022 Parcel 0: 35:1-25 BUILDING PERMIT RENEWAL LETTER Dated: 5/7/2024 Applicant: Peconic Landing @Southold Location: 1205 Route 25, Greenport Work Description: ALTERATION (Cottage#4)construct additions and alterations to existing single-family dwelling as applied for. (Cottage#4) A FEE OF$171 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Peconic Landing @Southold Address: 1500 Brecknock Rd Greenport,NY 11944 The permit listed above has expired.No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department,P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EASTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OFFENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENTOWNERS (5)THE LOCATION OF WELLS(%SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue, Riverhead, New York 114101 tel. 651.72'72503 fax. 651.'f27.0144 admin@youngenglneering.aom oltq 4 yoltq Howard N. Young, Land surveyor Thomas G. Nolpert, Professional Engineer Douglas E. Adams, Professional Engineer Robert G. Tast, Architect SITE DATA 010*01-fi01mn TOTAL AREA = 144.7708 ACRES APPLICANT = PECONIC LANDING 1500 ORECHNOCK ROAD GREENPORT, NEW YORK I1a44 * VERTICAL DATUM = N.G.V.D. (M5L Ig2g) 'W 3 68 now or formerly Annuity Treat � me Floyd f, Kin9. j'• c-ontor Retained S2819'30�E s 300.01' e7j 2 531'03'40"E ss gym• V Y)� ('EA�S1V S00y j \ /940f 4' 530'7040"E F/o 'cl ny Jr°�°ntO or y�-3 \\\ a/ 7 'SSA] , ✓� / to R oer/ Ann SOO4.00 f u/I'y T,1,at \• WOMPS°N eau Spyv aE 7?1 ;0- w 1\ �V� � •� SOsyd'40. S01' \ TEST HOLE DATA ''\ 'rf�_ •� 4`?q 1j• aIm•1-�44ang9 Lt O y � � l� �v f � •� S0j Op�0 f ow or formerly DATE NOV. 22, 2006 aw \\ 3 Russssos Abodiotadiotekis McDONALD GEOSCIENCE ■■■ J O At jHq� y EL.=21.1' DARK BROWN 0.0' 11 >. Soy 52434'30"E 805.00' LOAM ` O 6 OL N�, I•i \\ t\ !'' BROWN SILT \\ ` " (ML) BROWN SANDY ( SILT 1 _ BROWN FINE TO +''s• -;�,� ' i'�` (y , ,': 1 COARSE SAND NTH POW G ' ------------- GRAVEL 1 / is r�s d A (SW) t _ orA SCENIC EASEMENT ------_ © 1114191 Ri r' , w'T . ( Nip!ROAD / i "' U 344.00 PERMANENT UUM EASEMENT rs\ a All 131-O.w As nocwm INo®L IRTu a.m °e` now clot _ /W Fronk Justin°MIno� r / ENGINEER'S G�ERTII=IG TION / Z ` ���--�.--�..• � 1� POND ark And!Y A ANHASSEt Z s'00' �.m i � ,� O f% i\\ �_—=r•_=;-i�`n —S1911 �E 5 0.15 �NUE /� •"�'�;��I,_„_.....I'' Q I / \ /^ 1 i � I _ __ PERMANENT UTIU7Y EABEAENT— MAR 2 ` 202 1 _ ��t,���-„`i. Y'f,., �''r��. w 1 POND \\ / C I — C 7 i •% Z 11 si �`' \ Bi / /{ `�I"�u — �a I� ii`ry1•.; cc 4 a,SyS 1f O O �71 i N ' ' ° Ile.0 y��� 6 �!/a`� `Ao` \` : : I I f� G ` �,tr�, •� ' % fa I I I HOYI N. YOUNG, N.Y.S. L.S. NO. 48c5n POND SIOFILTRATION SSI N I � THOMAS G. WOLPERT N.Y.S. P.E. NO. 61483 • PON17IN6 AREA ` TEST DOUGLAS E. ADAMS,�N.Y.s. P.E. NO. 8084? HOLEMR PER 1aN .� Pao ,C : CERTIFICATION s SURVEYORS \ --ERMMIENT UT_—EA 1 I 5/LNDPI E m.> 1 'r1 1 I , 1, 4, J�ZT I � 1 I J•a 1i'� ' \ ► �" O ' I r[TM UNDERSIGNED,PURSUANT TO SOU T Ixc.�.:. ivWN C,0,D''Z SIX"ON x 1 a•M� >^ �:•ter?;;�':;-! \ SCENIC EASEMENT I, ACKNOWLBDC3ES THAT THE CONDITIONS OF THE SITE PLAN 11 s \ O :� ► $ I APR AL SET FORTH,MI 'HE RE50I.UTION OF APPROVAL FATED tf�'Y1r (_ �, rgr !f 20d AREA D(SEE CON�.IITIONS ON RESOLtTI'IOI�" A ( \ 1 L I HONARD W, YOUNG, .5. L.5. 0. 458g3 6 - J. '\ •7,P iL 1 9B2-87' ^'- SIGNATURE TITL DATE \\ 10"W m 4 N32'28' Associates LLO I 1p84� Z salty TENN15 COURTS 426.81' f��y Jemco R � By APPROVED TOWN of SOU MOLD PLANNING BOARD PECON 1 G L AND I NCB AT 5OUTHOLD , N! •\N3257 20"W nOw or `�- ✓ m i Pea°`\°tea''° ,,,�i,, � at Greenport, Town of Southold p 1� \tY I ,D W Z w4T y Jem`° I -CHAIRPERSON SIGNATURE DATE Suffolk County, New York now °r farm NOTE:The app oved site development pin shuffi be valid for a period of eigi>metn(I8) mwths homtho date of app mmll as per code section 100-235. FROPERTY 5URVEY ll0 Ct� e ��'� ` Count Tax Ma District 1000 Section I y p 035 black OI Lot 25 0 MAP PREPARED APR. 05, 2014 Record of Revisions RECORD OF REVI5ION5 PATE REMOVE PENCE APR. 15, 2014 P5 NOTICE JUN. 5, 2014 JUN. 24, 2014 USED NATIVE PLANTINGS SEP• 04, 2014 200 O 100 200 400 600 S E P 8 2014 . Scale: I" = 200' Southold own- JOB NO. 2014-0115 Planning Bowe DWG. g'702g0_2012_OIa5_tennis_only I of 2 APPROVED AS NOT D DATE: g p # C4 RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 FEE: 3 y. OF THE TOWN CODE, NOTIFY BUILDING DEPARTME AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONS-73, MUST BE COMPLETE , .a ALL CONSTRUCT'l"\ :ALL MEET THE REQUIREMENTS OF THE CODES OF NEW ELECTRICAL YORK STATE, NOT RESPONSIBLE FOR INSPECTION REQUIRED DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF BOARD USTEES OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFIC. OF OCCUPANCY TYPICAL HEADER OR AS PER PLANS MTS24C RAFTER TIE KING STUD BY SIMPSON OR EQ. RAFTER 01 TYP. AT WIN. HDR. CRIPPLE STUD R.R. AT 16" O.C. AS PER PLANS HEADER TOP PLATE EXISTING HOUSE _ OBL. TOP PLATE AT SECOND FLOOR OR WALL STUD JACK STUDS AT SINGLE STORY 1 1/4"x24" 20 GAGE ALTERNATIVE RAFTER TO WALL STUD CONNECTION HEADER STRAPS TYP. TYPICAL HEADER CONNECTION n' WINDOW AT 2ND FLR. EXT. OPENING WALLS WALL FRAME @16" O.C. 1 1/4"x24" 20 GAGE JACK STUD STRAPS TYP. EXISTING CONCRETE PATIO AT 2 SIDES OF OPENING Y - : RIM JOIST DBL. SILL PLATES all 3 x3 xX STL. BEARING PLATE MANUFACTURED (TO OVERLAP JOINTS) BY SIMPSON STRONG-TIE CONNECTORS MODEL No. SILL GASKET > srT= � 1 1/4"x24" 20 GAGE LBPSY OR APPROVED EQUIVALENT & HEADER STRAPS TYP. TERMITE SHIELD AT EACH STUD REMOVE EXISTING SHEATHING 5/6°'x12" HOOKED ANCHOR BOLT AS REQUIRED TO APPLY STRAPS ® 4'-0" O.C. AND 12' FROM CORNERS WALL/HEADER AND WALL OPENINGS TYPICAL NOT TO SCALE CONTRACTOR TO PROVIDE UPLIFT CONNECTIONS WITH FOUNDATION WALL STRAPPING OR TYPICAL STRUCTURAL WALL PANELS AS SHOWN. STRAPPING AT RAFTER TO TOP PLATE, RIDGE, FOUNDATION TO BE REQUIRED SILL PLATES TO FOUNDATION ANCHORING EXISTING REAR ELEVATION TDYBP. TOP PLATE EXISTING SIDE ELEVATION -—--- - USE Sd COMMON NAILS 0 6' EXISTING FLOOR PLAN „- , „ SCALE 1/4"= 1'-O" EDGES -REFER TO PLANS SCALE 1/4 1 -O O.C. AT FIELD AND 4' FOR DESIGNATED AREAS 1ST, FLOOR WALL STUD SCALE 1/4"= 1'-0" BLOCKING TYP.AT SEAM AT ALL BLDG. CORNERS wD STUDS AT 1ST. FLOOR PLATE 16" D.C. TYP. SUBFLOOR 1/2" COX EXTERIOR GRADE -- --- PLYWOOD SHEATHING RIM BOARD I TYP. I RIM JOIST AS PER PLANS DOUBLE SILL PLATE 24"H X 36"W HOLE TO FOUNDATION WALL ACCESS CRAWLSPACE NAILING DETAIL (ELEVATION) NOT TO SCALE I I I I I - -- - - - 1ST. FLOOR TO FOUNDATION CONNECTION ------------------ ALIGN TOPS OF FOUNDATION i ------------- - ---------------------1 I 2" CONCRETE RAT SLAB 12 2X10 RR- 16" OC I I i i (2) #5X 16" REBAR PINNED TO 3 1/2" CDX PLYWOOD SHEATHING ti ICE AND WATER MEMBRANE I I o I I I EXISTING FOUNDATION ASPHALT ROOF SHINGLES I `iii:• � I o _J I .... I--———————————————— I J i 2X6 DOUG FIR STUDS ?ftr i i q 1/2" CDX PLYWOOD --————————————— " o BLUESKIN MEMBRANE SIDING TO MATCH EXISTING EXISTING HOUSE-NO CHANGES L———— ——————————— —————--————————— -f — i. I WOOD FLOORIN(5 TO I___—_----___—__ —______ ______________J MATCH EXISTING HOUSE 17'-4' - - 13' 17'- 1/2" EXISTING REAR ELEVATION � PROPOSED SIDE ELEVATION 8"X48" POURED CONCRETE FOUNDATION SCALE 1/4"= 1'-0" BITUMINOUS DAMP PROOFING 8"X16" CONTINUOUS CONCRETE FOOTING 8" POURED CONCRETE FOUNDTION SCALE 1/4"= 1'-0" WITH (2)#5 HORIZONTAL REBAR WITH (2)#5 HORIZONTAL REBAR 12" 8"X16" FOOTING AND(1)#5X 24"VERTICAL REBAR EVERY 36" BELOW TOP OF FOUNDATION CONCRETE FRAMING AND ROUGH CARPENTRY GENERAL WIND PROTECTION CONNECTION NOTES NO CONCRETE OR MASONRY WORK JOISTS RAFTERS AND STUDS SHALL BE INSULATION Adapted from Standard for Hurricane Resistant Residential SHALL BE DONE DURING TEMPERATURES CONSTRUCTION GRADE DOUGLAS FIR 1100 ALL EXTERIOR WALLS AND ROOFS SHALL Construction; SSTD 10-99 and 2001 SBC High Wind Edition Wood OF 40 DEGREES F. AND FALLING. NO BE INSULATED WITH FOIL FACED Frame Construction PSI. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY SHALL BE CCA FIBERGLASS GATT INSULATION BY JOHN Fasteners and Connectors for Wood Frame Construction PROPOSED FOUNDATION CONCRETE SHALL BE PLACED ON BE PLACED LE OR APPROVED EQUAL, FOIL TO r I FROZEN SURFACES. NO ADDITIVES SHALL TREATED. ALL EXTERIOR SHEATHING SHALL BE PLACED TOWARD WARM SIDE OR AS t. A continuous load path between footings, foundations walls, BE ALLOWED WITHOUT WRITTEN BE 1/2 CDX DOUGLAS FIR PLYWOOD UNLESS SHOWN ON PLANS. floors, studs and roof framing shall be provided. PERMISSION OF THE ENGINEER. ALL NOTED OTHERWISE. SUB-FLOORS TO BE SCALE 1/4"= 1'-0" 2. Approved connectors, anchors and other fasteningdevices not CONCRETE IS TO BE MIN. 3,000 P.S.I. 3/4 CDX PLYWOOD EXTERIOR SHEATHING include d in the Standard Building Code, Table 2306.1 shall be AT 28 DAYS & 3,500 PSI FOR GARAGE TO BE COVERED WITH "TYVEK" HOUSE WRAP ELECTRICAL installed in accordance with manufacturer's recommendations. SLAB. PROVIDE ALL SLEEVES AND OR APPROVED EQUAL. BLOCK STUD WALLS ALL WORK SHALL COMPLY WITH THE FOUNDATION VENTS AS REQUIRED BY AT 1/2 STORY HEIGHTS AND AT ALL NATIONAL ELECTRICAL CODE AND ALL 3. Metal plates, connectors, screws, bolts, and nails exposed NYS CODE. UNLESS INDICATED, ALL UNSUPPORTED EDGES OF PLYWOOD. PROVIDE STATE, LOCAL, AND UTILITY COMPANY directly h the weather or eel or to salt corrosion in costal SOLID BLOCKING AND DIAGONAL BRACING OF areas, shall be stainless steel or hot dipped galvanized. TYPICAL SECTION STRUCTURAL & CIVIL DESIGN FOUNDATION FOOTINGS ARE TO BE A CODES AND REGULATIONS. ALL CIRCUITS MIN. 6" DEEP PROJECTING AT LEAST 2" FLOOR JOISTS AT 8' O.C. MAXIMUM AND SHALL BE MINIMUM 15 AMP. POWER 4. Where windows and doors interrupt wood structural panel CODE COMPLIANCE ON EACH SIDE OF THE FOUNDATION SOLID BLOCKING UNDER ALL UNSUPPORTED WIRING SHALL BE MINIMUM 14 AWG. sheathing and siding, framing anchors or connectors shall be SCALE 1/4"= 1'-0" WALL. PROVIDE TWO #5 DEFORMED BARS EDGES OF PLYWOOD. ALL CAP PLATES TO CONVENIENCE OUTLETS SHALL BE provided at the top and bottom of cripple studs, header studs, Y1ER�TA BE DOUBLED AND NAILED BOTTOM CAP and at least one stud at each side of opening. S 4 CONTINUOUS IN THE FOOTING. ALL 4 PLATED TO END OF STUDS. LAP CAP LOCATED 12" ABOVE FINISHED FLOOR THICK CONCRETE SLABS TO HAVE 6X6 UNLESS OTHERWISE INDICATED. ALL 5. Ridge straps shall be attached to each pair of opposing rafters 10 10 WELDED WIRE REINFORCING. PLATES AT CORNERS. WHERE FLUSH except where collar ties of 1x6 or 2x4 lumber is located in upper / FRAMING OCCURS, USE MIN. 16GA SHEET SWITCHED TO BE LOCATED 36" ABOVE third of attic space and attach to each pair of rafters. WIND RESISTANT CONSTRUCTION CONNECTORS SEC " EXISTING HOUSE ANCHOR BOLTS IN CONCRETE SHALL BE METAL JOIST HANGERS BY "TECO" OR THE FINISHED FLOOR UNLESS OTHERWISE 6. Uplift connectors shall be provided at each rafter bearing. CONNECTION LOCATION PART NUMBER: NOTES: v HOOKED 5/8" X 12" AT MAX. 3' O.C. APPROVED EQUAL. ALL CORNERS TO BE INDICATED. SUPPLY RECOMMENDED RIDGE-TO-RAFTERS CS20 ® 21" APPLY TO EACH PAIR OF RAFTERS PROVIDE BITUMEN EXPANSION JOINTS MINIMUM (3)2X STUDS. HEADERS SHALL BE LAMPS IN ALL FIXTURES. 7. Floor to floor hold—downs to be provided every 48, and every RAFTER-TO-WALL H7 APPLY TO EACH RAFTER '^c a co, BETWEEN SLABS AND FOUNDATION MINIMUM (2)2X6 UNLESS NOTED ON PLANS. 16" within 4' of exterior corners. RAFTER-TO-PLATE HB or H2.5 APPLY TO EACH RAFTER WALLS. MINIMUM BEARING FOR STUDS, JOISTS AND 8. Sill Plate to Foundation Anchorage: Sill plate shall be PLATE-TO-WALL TU CS20 0 1B" APPI Y Tn EACH WALL STUD SHERMAN ENGINEERING BEAMS SHALL BE 3 1/2". USE DOUBLE GYPSUM WALL BOARD anchored to the foundation with anchor bolts having a min. bolt 80R-TO-tST-FLOOR WALL & CONSULTING Y) FOUNDATION DAMP PROOFING JACK STUDS FOR HEADERS OVER FIVE FEET INSTALLED AS PER SECTION R702.3.2. diameter of 5/8" and 3" x 3" x 1/8" washers. A minimum Of HEADER-TO-JACK STUD cs 2O ® 12" APPLY TO EACH JACK STUD O one anchor bolt shall be provided within 6 to 12 inches of each CRIPPLE STUD OO N ANCHAOEROR H3 APPLY TO EACH CRIPPLE STUD E,.1 INSTALL TWO LAYERS OF TROWELED ON IN LENGTH. SEE NAILING SCHEDULE NEW THROUGHR702.3.6 OF THE RESIDENTIAL P SHEAR WALL HOLDDOWN ANCHOR ssrets APPLY i0 EACH BDE SILL END 14 NELMAR AVENUE CD FIBERGLASS MASTIC. FED. SPEC. S.S.C. YORK STATE CODE. end of each plate. Anchor bolts shall have a minimum WRAP UNDER DOUBLE SILL PLATE ( CODE OF N.Y.S. GYPSUM WALLBOARD 1ST. FLOOR-UNDER-SILL PLATE CS20 USE WITH 3"SQUARE WASHERS ST AUGUSTINE FL 32084 embedment of 7 inches in concrete/ masonry of corners USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WINO RESISTANT CONSTRUCTION. p 153 TYPE-1) MEMBRANE TO BE APPLICATION SHALL BE TAPE JOINT Anchor bolts shall be located within 12 inches of corners and at FOLLOW MANUFACTURE'S RECOMENOED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.CONTINUOUS FROM TOP OF FOUNDATION SYSTEM. ALL GYPSUM BOARD TO BE spacing not exceeding 4 feet on center. 631.831.3872 LO I <1 AND EXTEND TO LAP EDGE OF FOOTING. GLASS WINDOWS AND DOORS o 1/2" ON WALLS AND 1/2" ON CEILINGS m TO BE INSTALLED AS PER SECTIONR308 SOUTHOLD CONSTRUCTION O o UNLESS OTHERWISE INDICATED. FINISH _ � � FIREBLOCKING OF THE RESIDENTIAL CODE OF N.Y.S. ALL JOINTS, J-BEADS. NAIL DIMPLES, SUNROOM PROVIDE 1N ACCORDANCE WITH R302.11 GLASS IS TO BE INSULATED LOW-E CORNERS AND EDGES SHALL BE TAPED TABLE 3.1 NAILING SCHEDULE AS PER ANSI AF&PA WFCM --- � OF 2015 RESIDENTIAL CODE OF N.Y.S. UNLESS OTHERWISE SPECIFIED. GLASS / _~ - o SPECIFICALLY VERTICALLY AT CEILING AND RECEIVE THREE COATS OF JOINT NUMBER or JOINT DESCRIPTION NAIL SPAgNG ,. D HES I G N��• 00 AND FLOOR LEVELS. BETWEEN SUBCONTRACTOR SHALL NOT INSTALL COMMON NAILS CD T� COMPOUND. ALLOW 24 HOURS TO DRY ROOF FRAMING CONCEALED STAIR STRINGERS AT TOP GLASS UNTIL PROPER CLEARANCES ARE , AND BOTTOM OF RUN, AT OPENINGS PROVIDED. ALL SLIDING GLASS DOORS, BETWEEN COATS. FINAL COAT TO BE RAFTER TO TOP PLATE TOE-NAILED): (4)8d PER RAFTER }'' ` _ SANDED SMOOTH. METAL CORNER BEAD CEILING JOIST TO TOP PLATE(TOE-NA ED: PER JOIST 250 BLVll MA7LIN DR 0 N AROUND VENTS, PIPES, DUCTS, CABLES, SKYLIGHTS AND/OR WINDOWS AS CEWNG JOIST TO PARALLEL RAF ER FACE NAILLb: PER LAP e1/ /' 1 AND WIRES AT FLOOR AND CEILINGS REQUIRED BY CODE, TO BE USED ON ALL OUTSIDE CORNERS COUNG JOIST LAPS OVER PARTITIONS(FACE NAILED) (4),Bd PER LAP `) d,SOUTHOLD, NY']1 SHALL BE INSULATED BLOCKING TO RAFTER TOE-NAILED 2 8d EACH END LEVELS. BLOCKING TO BE 2x WOOD AND AROUND ALL OPENINGS. RIM BOARD TO RAPIER END NAILED 2 16d EACH END 4 TEMPERED GLASS. ALL GLASS DOORS { 631-445-8263rn O 16 FRAMING OR FIBERGLASS BAIT AND WINDOWS SHALL BE INSTALLED IN WALL FRAMING A '',y Q INSULATION INSTALLED AS REQUIRED BY TOP PLATE TO TOP PLATE FACE NAILED 2 16a PER FOOT ,✓, s utholdcOnstructiondesi r)�ryrymaif./cam '" � CODE. STRICT ACCORDANCE WITH THE TOP PLATE AT INTERSECTIONS(FACE NAILED) (4)16d JOINTS-EACH SIDE J = M STUD TO STUD FACE NAILED 2 16d 24"D.C. s'"� - -. , o MANUFACTURES SPECIFICATIONS. ALL HEADER TO HEADER FACE NAILED 16d 16"O.C.ALONG EDGES i �X (2) 11-7/8" MICROLLAM ASPHALT ROOF SHINGLES WINDOWS ARE TO BE CAULKED AND DESIGN LOADS AND SPECIFICATIONS TOP OR BOTTOM PLATE TO STUD(END NAILED): (2)16d PER 24 STUD (1)iId PER 2X6 STUD INSTALLED AS PER SECTION R905.2 OF SEALED AS PER N.Y.S. ENERGY 4),sd PER 2x8 STUD i DHG:i251 DHG3251 DHG3251 DHG3251 DHG3251 THE RESIDENTIAL CODE OF N.Y.S. ALL BOTTOM PLATE TO FLOOR JOIST,BANOJOIST, CONSERVATION CODE REQUIREMENTS. GROUND SNOW LOAD 20 PSF (2),sd PER FOOT +E SLOPED ROOF SHINGLES SHALL BE ENDJasr,OR eLocKlNc FACE NAILED .. m1 DECK LIVE LOAD 40 PSF - CL-1 F F R D RESI DENCE17'-3 1/2" GAF-CLASS-A ASPHALT ROOF SHINGLES PROVIDE FLASHING PANS UNDER ALL FLOOR FRAMING .; I SLIDER, DOORS, AND WINDOWS WITHIN A CEILING LIVE LOAD 20 PSF Jasr ro slLL,TOP PLATE OR GIRDER IT NAILED 4 Bd PER JOIST A; `f� ; OR APPROVED EQUAL. SHINGLES SHALL FIRST FLOOR LIVE LOAD 40 PSF BRIDGING TO JOIST TOE NAILED 2 8d EACH END P ECO N I C LANDING; i�E E"N PO RT; NY BE APPLIED OVER 15 ASPHALT FELT 6 OF AN EXTERIOR SURFACE. ALL BLOCKING TO JOIST TOE NAILED 2 Od EACH END PROPOSED FLOOR PLAN # DESIGN WIND SPEED (TABLE R301.2.1.3) 109 MPH BLOCKING TO SILL E r0 AC PLATE TOE NAILED 3 16d EACH BLOCK „O' WITH GAF-WEATHER-WATCH ICE AND EXTERIOR DOORS ARE TO BE FULLY LEDGER STRIP TO BEAM FACE NAILED 3 ifitl EACH JOIST WEATHER-STRIPPED. PROVIDE ALL SEISMIC DESIGN CATEGORY B x WATER BARRIER APPLIES AT EAVES, Jasr ON LEDGER To BEAM TOE NAILED a Bd PER JOIST `Y �Q WEATHER INDEX SEVERE BAND JOIST TO JOIST END NAILED J)16d PER JOIST M/N r S U N R O.OM ADDITION VALLEYS AND FLASHING. ROOFING SCREENS AND HARDWARE AS REQUIRED. BAND JOIST To GILL OR TOP PLATE TOE NAILED 2 16d PER FOOT Sf SCALE 1/4"= 1'-O" CONTRACTOR TO PROVIDE ALL FLASHING ALL GLASS IS TO BE FREE OF FROST LINE DEPTH 3 FEET ROOF SHEATHING — ti ✓/ TERMITE MODERATE TO HEAVY A a „ NECESSARY FOR A WATERTIGHT, STRUCTURAL PANELS Sd 6"EDGES +d ,f SCALE:`'1/2 = 1 -0 SCRATCHES AND IMPERFECTIONS AND DECAY SLIGHT TO MODERATE y fL `d WEATHERPROOF JOB. ROOFING IS TO BE cElurlc SHEATHING � E f � I I I APPLIED IN STRICT ACCORDANCE WITH GUARANTEED BY THE MANUFACTURER WINTER DESIGN TEMPERATURE 11 GYPSUM WALL BOARD 5d COOLERS 7 EDGE 1D'FIELD .� °'»» DECEMBER 5 2020;` ' r" THE MANUFACTURES SPECIFICATIONS. FOR A PERIOD OF NO LESS THAN 5 ICE SHIELD UNDERLAYMENT REQUIRED YES WALL SHEATHING ✓` YEARS. DOOR AND WINDOW CLIMATE ZONE 4 STRUCTURAL PANELS-SHEAR REWIRES MIN.PLY 8d 6"EDGE 1Y FIELD 0 CONTRACTOR SHALL SUPPLY COLOR GYPSUM WALL BAORD 5d COOLERS 7 EDGE 10"FIELD O 835$ SAMPLES OF THE SHINGLES FOR MANUFACTURER TO BE DETERMINED BY CONSTRUCTION TYPE V FLOOR SHEATHING °Rp OWNER'S APPROVAL, PRIOR TO OWNER. SOIL CAPACITY (ASSUMED) 1,500 PSF STRUCTURAL PANELS FfSStO ..� w " INSTALLATION. I INCCi OR LESS INCH 1a e"vocE%1 FIELD b "$ DRAWN BY:--JPO TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS ARE IN UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW COMPLIANCE WITH THE ENERGY CONSERVATION CONSTRUCTION CODE