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HomeMy WebLinkAbout31548-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32597 Date: 09/13/07 THIS CERTIFIES that the building ADDITIONS & ALTERATIONS Location of Property: 405 (AKA 704) FLINT STREET GREENPORT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 48 Block 2 Lot 9.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 20, 2005 pursuant to which Building Permit No. 31548-Z dated OCTOBER 24, 2005 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 & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to TIMOTHY CLARK (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 3214 07/27/06 PLUMBERS CERTIFICATION DATED N/A AuZhorized Signature Rev. 1/81 FORM NO. 6 TOWN OF SOUTHOLD Building Department Town Hall Southold, N.Y. 11971 765 - 1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY Instructions A. This application must be filled in typewriter OR ink, and submitted u lw� to the Building Inspec- tor with the following; for new buildings 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 of Health Dept. of water supply and sewerage disposal—(S-9 form or equal). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Commercial buildings, Industrial buildings, Multiple Residences and similar buildings and installa- tions, a certificate of Code compliance from the Architect or Engineer responsible for the building. 5. Submit Planning Board approval of completed site plan requirements where applicable. B. For existing buildings (prior to April 1957), Non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, buildings and unusual natural or topographic features. 2. Sworn statement of owner or previous owner as to use, occupancy and condition of buildings. 3. Date of any housing code or safety inspection of buildings or premises, or other pertinent informa- tion required to prepare a certificate. C. Fees: Additions $25.00 POOLS $25.00 ALTERATION $25.00 1. Certificate of occupancy New Dwelling $25.00, Accessory ,$ 10.00 Business $50.00 2. Certificate of occupancy on pre-existing dwelling $ 50.00 3. Copy of certificate of occupancy $ 5.00 , over 5 years $ 1 p .00 4.Vacant Land C.O. $ 20.00 II yF 5.uodated C.O. $ 50.00 Date .. hl /„ NewConstruction... Old or Pre-existing Building ............. Vacant Land Location of Property �.�.. 1 ............. !l Yl� ... ?. .... �� e_- nF z5Y-+ .... ... a House No. /l VStreet Hamlet Owner or Owners of Property .... 1. � ...0 "-Y. !�................................ . County Tax Map No. 1000 Section ............... Block ............... Lot............... . Subdivision .................................Filed Map No. ..........Lot No. ............. Permit No. Date of Permit ..........Applicant ..... (. ! .!A...4! Health Dept. Approval ........................Labor Dept. Approval .... .I� ............. Underwriters Approval ........................Planning Board Approval ...N .l .A. ........... . Request for Temporary Certificate .....................Final Certificate ...... X............. 0 0 Fee Submitted $ ............. Construction on above described building and permit meets all applicable des and regulations. Applicant n�'�yn^ ���G................. Rw. 10-10.78 _ QRXt. 7 3 D y2. C0 L3a597 r FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) -------------------------------------- ""------"'-"'--""""----"' �\ 7y S y FOUNDATION FOUNDATION (2ND) py /3 z ROUGH FRAMING & PLUMBING o G ° 0 J� H I n INSULATION PER N. Y. STATE ENERGY CODE r y FINAL B r ADDITIONAL COMMENTS z m b O � C:, z x y d �y 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 www. northfork.net/Southold/ PERMIT NO. 3)r -34S 3>- Check r i Examined / `` 20_ 7, Approved / Dy�20 Disapproved a/c 14 Expiration 20 Septic N.Y.S Contact: Mail to: Phone: q -7 7 — F/, /r% 7 ..................... __ . Budding Inspector APPLICATION FOR BUILDING PERMIT Date(!)CT. I Co 20 O! 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. -17L.; CA94�:-- (Signature of a plicant or name, if a corporation) 's (Mailing address of applicant) �/ /0 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises TIS C1L14MK-- (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. Plumbers License No. Electricians License Is Other Trade's License No. 1. Location of land on which proposed work will be done: )19 4 )t�/ iti7 S T- G/ House Number Street J, Hamlet County Tax Map No. 1000 Section -2 � Block o2 Subdivision Filed Map No. (Name) Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy cS/N6' / hi b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition ... NL Alteration a Repair Removal Demolition Other Work Estimated Cost Z UO 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 (Description) 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front_ Height Number of Stories Rear Depth 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 J / 13. Will lot be re -graded? YES_ NO ill excess fill be removed from premises? YES NO ✓ 14. Names of Owner of premises'T7M C -LA -2 k Address 70 //✓T Phone No.�/O 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 !EQ RED. 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. STATE OF NEW YORK) SS: COUNTY OF ) being duly swom, deposes and says that (s)he is the applicant (Name of individual signing 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. Sworn to before me this % - 0t�l day of n epi > 20 Notary Public BERTHA STARS Notary No.III 62.4fi214°fNow fi0 ouelified In Suffolk Countqq� commm in, Fxpire 6 Sept, 30. in4 e' j Sgna irk e of Applicant TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE & CHIMNEY [ ] RRE RESISTANT CONSTRUCTION REMARKS: [ ] ROUGH PLBG. [ ] IN ATION [ FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATIO] DATE ! INSPECTOR vlqO TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: E3 DATE D -s ��' OG INSPECTOR �'� TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ I F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE6110 14 INSPECTOR I / TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE 4.14<C7 ©� INSPECTOR/L / 31_�7'f g 7 - TOWN TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION P< FOUNDATION IST [ ] ROUGH PLBG. [/ ]\ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: i . l flMMIM �jXOM ' DATE �' / �� INSPECTOR ` ENERGY CODE CALCULATIONS CHAPTER.5 SECTION 501 Detached One and Two Family (For Non -Electric Heat) For: % /rn C14?P- P/q/ Fig l )' ren jJ20 NOT Design Criteria 5750 Degree Days Zone 11B Per: pehn7 'IR 111 Dated:_ R =/ t p e� y SUBSYSTEM, DESIGN "U" CODE "U" DESIGN UA CODE UA Exterior walls 3 U 3 S 0.14 4 y. 2 3 Ceiling Roof 2 s Z 0.0-3 0.031 7.5G 7.81 Floor Over Unheated Space Z 5-L p, o S 0.05 12 • G p / 2. G p Heated Slab On Grade 6.5 Unheated Slab On Grade 4.5 Basement Wall 0.1 Crawl Space Wall 0.06 ES: �4.3 g 7 f .03 Construction shall comply with 502. 1.1 moisture control and 502.1.4 air leakage Building Envelope Systems to meet requirements of Section 501 The mechanical systems and equipment including: HVAC Equipment, HVAC Systems, Duct Systems, Ventilation Systems and Insulation of piping Systems to meet requirements of Section 503 Service Water Heating Systems & Equipment to meet requirements of Section 504 Electrical & Lighting Systems & Equipment to meet requirements of Section 505 To the best of my knowledge, belief, & professional judgement, these plans are in compliance with,the code. BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: /"j4//0* 'r APPLICANT:' -/XPi C/Wei - DATE SUBMITTED://(i- SCTM# DISTRICT: 1,000, SECTION: -i'�' , BLOCK:_.9 LOT: 5'/ SUBDIVISION: - 1-'4 ADDRESS:Ycv i/i l J'/ CITY: Oaf ZONING DISTRICT: _&4L CONFORMING? Iry BUILDING PERMITS OPEN/EXPIRED: PRE CO: ,Y� R N BP -Z / C/0 Z-_, INFO BP -Z / C/0 Z- , INFO / % - BP -Z / C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION -REQUIRED NOTES: LOTS 40,000SF -100-24. Lot recognition. (CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN.1997 100-25. Merger.(A nonconforming at any time after 7/1/83; REQ. LOT SIZE: ACT. LOT SIZE: 7, 3vv REQ. LOT COV. -2`''° ACT. LOT COV. REQ. FRONT 3-)- PROP. FRONT ' REQ SIDE ./z 5- ACT. SIDE 6 y REQ. REAR 5---- PROP. REA " REQ. H IGHT PROP. HEIGHT PROJECT DESCRIPTION: �Ur� . ,;r';23R Cc Gi? ESTIMATED PROJECT COST: a(31)W" ARCHITECTAENGILNEER: WATER FRONT? DESCRIPTION: BULKHEAD? IVC) DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES TOWN SEPTIC RECEIPT: Y o �PTIC ( NEW YORK STATE DEC: PRA 9/1/75 YES SOUTHOLD TOWN TRUSS PEES: YES TOWN ZONING BOARD APPROVAL: YES TOWN PLAN. BOARD APPROVAL: YES c TOWN HISTORICAL PRE (SPLIA): YES, FLOOD ZONE ) #):E: /_/_ PERMIT #: _ TION: Y_ r DTE: /_/_ PERMIT #: __ DTE / / PERMIT #: DTE: /_/ DTE_ / / PERMIT #: PERMIT #: NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2 YYE or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE Lk- D SF)- (_ SF)= SFX $ =$ +$ +$ _ $ 2.( SF)- (_SF)= SFX $ =$ +$ +$ _ $ 3.( SF)- ( SF)= SFX $ =$ +$ +$ _ $ FINAL TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M -H Decay: S -M, Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: YIN LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N .4 PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) SUR\/EY OF LOTS 82 4 84 PLAN OF PROPERTY KNOWN AS GREENPORT DRIVING PARK FILED DECEMBER I, 1909, FILE No. 369 51TUATE: GREENPORT TOWN: SOUTHOLD SUFFOLK GOUNTY, NY SURVEYED 08-11-2005 SUFFOLK COUNTY TAX u 1000-48-2-9.1 NOTE5: ■ �PCPII =I �,,ng Island Rall Rood a��ror�ty T� osporto: on ,: 102.61 Nletropol�ron 1�i84°15'� E x—x—x—x�x_—x�x =e wood fence �zs � s �x�x x�x chain Ilnk fence h e oqE SITE N8200 10°W I pun t 32' I s tb�k 32' �4nck i Lb �Wack I 34' sack 1 1 24' 1 I � "tb�k I n � vacant MONUMENT FOUND AREA = 1,300 S.F. or 0.168 ACRE 6RAPHIG SGALE I"= 20' 5GALE I" = 50' 2 Story House V W.M 100,00• 2' "tb- k i' "mak "rl h 3' 3etWck rl (Fr=d Mop) JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF. Z:\pros\05\05-256.pro OFFXF 0 COMPLY WITH ALL CODES OF APPRQ/VED AS NOTED NEW YORK STATE &TOWN CODES DATE '2V ) BAS NOT ' D AS REO IR D AND CONDITIONS OF RETAIN STORM WATER RUNOFF —1) 1912 % SOUTHOLD TOWN ZBA PURSUANT TO SECTION 45 -IOC o FEE' L-0 BY: .J� , OF THE TOWN CODE. NOTIFY BUILDING DEPARTMENT AT SOUTHOLD TOWN PLANNING BOARD 765-1802 8 A TO 4 P FOR THE /-gOUTHOLD TOWN TRUSTEESFOLLOWING e C 1.. FOUNDATION - TWONREQUIRED N.Y.S. DEC FLOOD ZONE FOR POURED CONCRETE COMPLY WITH CHAPTER "48* ' t 2. ROUGH - FRAMING & PLUMBING FLOOD DAMAGE PREVENTION 3. INSULATION CERTIFICATION OF SOUTHOLD TOWN CODE. 3 w 4. FINAL - CONSTRUCTION MUST NAILING & CONNECTIONS BE COMPLETE FOR C.O. REQUIRED. � y n m ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE OCCUPANCY OR CODES, OF NEW YORK STATE, USE IS UNLAWFUL WITHOUT CERTIFICATE UNDERWRITERS CERTIFICATE OF OCCUPANCY REQUIRED - � I m r � o 0 Cr re:b�Y- z m W Lu Q X ccLL i Y O - a Ir 0 w g w o z z n a e F1 �! !I .=tom s 1, S r; I �- _I —IL ------- — — --piai , I I I I 0 � 6 r �dTPFq 4 ij I � _- ESSION I O [-EF l (W �5 � CLL'.%F4 Ti'n I w C7 CL New FmnlAh aQ e o IM A- Culyi F10.�`P�n« CLAY/I fj r �s ZE r� ->ic— �r—C----/={`_r'v' INVn'-So:1 L'�Lu- _D_10Y Slon[5. 51AAt-c LIE Fl��o-----our.7A ria a � � I eHfF-(.I<E7 �-rt"6- C.o-NT�i��vnci� P124AR�_T.Q f'�N.-P_ CortSTrUCTIo,� T-RoM eLA(4- _2_) A�� hPGS I� _F7 rt tJ-DsCISS { P�R1L[45. 1-SY' , A( -Q Tx(o" C.'Z �� 7 I n.� ti I -N IE o O ^ LZ e m LUz Ir a IM Y LL c O c ; S 2 W o z Z n Rn I\ I. 59, q ����iliC,�^rI L.e-1 ✓'oC I _��. � zw$.r V"off �� 3- r2�lo i I �N 20"til rtEoN CFS___. 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UIdN��rta Sclte.n!��, I I I -0,f 1,.(W ISGL:r pliA rv, •mu+" 3 n. -- GltnDl S,a n---•-.- -____. _._. -_ _- _ —_ - - cel ._ ___ W iliC iEI�L£1L - i,l 3� pi (ati t = frCQ �Q J'� Ch T�„o— \ o � u/2ht Ih I I �4; IUFppY O o xFt'C,�. vPPPltm r — -- rl 0322M-1 wl1 I y° �fCH�etC II�tiIFYr kND co”Fo2u hu atr eNsloas SEG Tr /� ' "��C'1 I 11� 'Du21rJC- G�Issro-�crro..1, r'��I Artat�N51orJ1 / � RIL OC 15Y.1s?rr!C- 3ul�ol o- 2 Scl dbFYo ptrVwirGS o7l r ,!q 13.gTur^` Y`�41 PI f (I�JI DCO (3Y CD hI>r 2S ��?� �'�. - ALl PITCF!e13C u5�n S :iNnw rf /'kR•"" FF�P12o.x1wtA7� .Dl�a irtrr /Fc'I510 31 „,r rr-frit GI?N-O� Qa -� rn�ST/I-I..0 cr .,pW THP SiEFF'r.ST /'r lto•�l P�I icN GENERAL CONSTRUCTION NOTES 1. The information on this set of construction documents is to relate basic design intent and framing details. They are Intended as a construction aid, not a substitute for generally accepted good building practice and compliance with current New York stale building codes. The general contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound, and weatherproof completed product. 2 General Contractor to coordinate all sub contractors, scheduling of work, and Interaction between trades. 3. The general contractor is responsible for ensuring that all work and construction meets or exceeds current federal, state, and local codes, ordinances and regulabons, etc. These codes are to be considered as part of the specifications for this building and should be adhered to even if they are in variance with the plan. 4. Dimensions shall take precedent over scale dravangs (do not scale drawings). 5. The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means methods techniques, sequences, or procedures, or for q q P safety precautions and programs in connection with the work There are no warranties for a specific use expressed or Implied in the use of these plans. 6. Refer to floor plans, exterior elevations, and window schedule for types and sizes of windows. All windows to be Andersen high performance quality or approved equal. 7 Door and window headers to align unless otherwise noted. 8. General contractor is to ensure that masonry and prefabricated fireplace construction meets or exceeds all manufacturer's specifications and applicable codes. 9. General contractor to consult and coordinate with the owner and the plans for all built in items such as bookcases, shelving, pantry, closets, etc 10. Provide hardwired smoke detectors, with battery backup, on all floors and in each bedroom, verify with local code requirements as per Section R317, New York State Residential Construction Code. Install carbon monoxide detectors as per code GENERAL FOUNDATION NOTES 1. General contractor to review plans, elevations, and details to determine intended heights of finished floor(s) above typical grade 2. All footings to rest on undisturbed soil. 3. Provide %" expansion joint material between all concrete slabs and abutting concrete or masonry walls occurring in extenor or unheated Interior areas 4. Concrete on 4" sand or gravel fill minimum, With 6x6 -10110 wire mesh reinforcing. Interior slabs to be placed on 6 mil stabilized polyethylene vapor barrier 5. Provide crawl space ventilation per local code requirements. 6. General contractor to Install cop-r-tex (or copper) sheet metal termite shields between all wood surfaces that are exposed to concrete or masonry surfaces. 7. Dampproof exterior of foundation with a bituminous coating as per code and soll conditions. GENERAL FLOOR PLAN NOTES 1 Dimensions shall take precedent over scale drawings (do not scale drawings). 2. All interior walls to be covered with 1,V'gypsum board with metal comer reinforcing. Tape, float, and sand (3 coats). 3. Walls common to garage and house to have a layer of 5/8", fire rated gypsum board at garage side with V-0" return on adjacent walls and ceiling. Manufactured lumber requires 2layers of 5/8", fire rated gypsum board. 4. All bath and toilet area walls and ceilings adjacent to wet areas to have Water resistant gypsum board, or wall tile set on wonderboard or equal. DESIGN LOAD CALCULATIONS ROOF NUMBER NAIL DUALITY SPAN (ft) NAIL SPACING MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Ibsf 3 EXTERIOR BALCONIES 16 60 DECKS 20 40 ATTICS WITHOUT STORAGE 24 30 ATTICS WITH STORAGE TOE NAILED 40 ROOMS OTHER THAN SLEEPING ROOMS S 40 SLEEPING ROOMS 36 30 10'-0" WgLL sE 12 PER RAFTER CRITERIA FOR CALCULATION OF DEAD LOAD TOE NAILED 4 ACTUAL W EIGHTS OF MATERIALS REFERENCED TO A I.A. ARCHITECTURAL GRAPHIC STANDARDS 20 PER JOIST 6.:1 SNOW 5 10'-0' WALL 4 -ad GROUND SNOW LOAD 145 lbs. CEILING JOIST TO PARALLEL RAFTER FACE NAILED 7 SEE TABLE 3 7 SEISMIC EACH LAP CEILING JOIST LAPS OVER PARTITIONS DESIGN CATEGORY S SEE TABLE 3 7 16 EACH LAP COLLAR TIE TO RAFTER WIND 4 SEE TABLE 3 4 W IND SPEED 120 m h EXPOSURE CATEGORY B 2 -ad 1 All walls, 2x4 and 2x6, to be stud grade or better 16" a/c All other framing material to be #2 douglas fir or better 2. Allwood framing in contact with concrete or masonry to be pressure treated. 3. Provide double floor joists under all walls parallel to floor joist span direction unless otherwise specified 4 Provide x -bracing or solid blocking at a maximum of 8'-0" o/c for all dimensional lumber floor joists. 5. Floor construction %" tongue and groove plywood subfloor. Finished material to be applied over subfloor. Glue and screw plywood decking to floor joists 6. All window and door headers to be minimum (2) 2x10 unless otherwise specified. All Interior headers to be (2) 2x10 unless otherwise specified 7. Provide full solid blocking under all bearing walls. 8. All beams to have adequate beading at each end or as specified. q 9 9. All flush beam and joist intersections to have galvanized hangers. 1 9 9 10. Typical exterior walls and roof to be sheathed with I/P exterior rade wood or YP l PY 7/16" OSB plywood, group 1, APA rated Plywood to span over all plates and headers. 11. Provide Insulation baffles at eave vents between rafters. 12. Exterior flashing to be correctly installed at all connections between roofs, walls, chimneys, projections, and penetrations as required by approved construction practices. 13. General contractor to provide adequate attic ventilation and mof vents 14. Provide appropriate soffit ventilation at overhangs GENERAL PLUMBING NOTES 1. Plumbing subcontractor to be responsible for adhering to all applicable code and safety requirements. 2. If wall plates or joists are cut during the installation of plumbing fixtures or equipment provide bracing to tie framing back together. GENERAL HVAC SYSTEM NOTES 1 Mechanical subcontractor is responsible for adhenng to all applicable codes and safety requirements 2. HVAC subcontractor to fully coordinate all system data and requirements with the equipment supplier. 3. HVAC subcontractor to provide final system layout drawing and submit it to general contractor, owner, and equipment supplier for final review and approval NEW CODE Adapted from Standard for Hurricane Resistant Residential Construction; SSTD 10-99 and 1995 SBC High Wind Edition Wood Frame Construction Fasteners and Connectors for Wood Frame Constructian 1 A continuous load path between footings, foundations walls, floors, studs and roof framing shall be provided. 2. Approved connectors, anchors and other fastening devices not included in the Standard Building Code, Table 2306 1 shall be Installed In accordance with manufacturers recommendations. 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the weather or subject to salt corrosion in costal areas, shall be stainless steel or hot dipped galvanized. 4. Where windows and doors Interrupt wood structural panel sheathing and siding, framing anchors or connectors shall be provided at the top and bottom of cripple studs, header studs, and at least one stud at each side of opening. 5. Ridge straps shall be attached to each pair of opposing rafters except where collar ties of 1x6 or 2x4 lumber Is located In upper third of attic space and attach to each pair of rafters. 6. Uplift connectors shall be provided at each rafter bearing. 7. Floor to floor hold -dawns to be provided every 48, and every 16" within 4' of extenor comers. 8. Sill Plate to Foundation Anchorage' Sill plate shall be anchored to the foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" x 1/8" washers. A minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located within 12 inches of camera and at spacing not exceeding 4 feet on center. THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS NAILING SCHEDULE TABLE 3 1, INCLUDING 3 3 AND 3 9 1645 SBC FIG. WINO FOITION W mill G JOINT DESCRIPTION ROOF NUMBER NAIL DUALITY SPAN (ft) NAIL SPACING 4:12 12 3 q 16 4 ROOF FRAMING 20 s 24 6 RAFTER TO TOP PLATE TOE NAILED 7 5'-0" W ALLad S PER RAFTER 36 7 WINDOW AND DOOR SCHEDULE 10'-0" WgLL sE 12 PER RAFTER CEILING JOIST TO TOP PLATE TOE NAILED 4 0'-0' WALL: 3-1!d 20 PER JOIST 6.:1 24 5 10'-0' WALL 4 -ad h- PER JOIST CEILING JOIST TO PARALLEL RAFTER FACE NAILED 7 SEE TABLE 3 7 36 EACH LAP CEILING JOIST LAPS OVER PARTITIONS FACE NAILED 3 SEE TABLE 3 7 16 EACH LAP COLLAR TIE TO RAFTER FACE NAILED 4 SEE TABLE 3 4 24 PER TIE BLOCKING TO RAFTER TOE NAILED 5 2 -ad 32 EACH END RIM BOARD TO RAFTER END NAILED 7 2-16d 12 EACH END WALL FRAMING 16 3 20 4 TOP PLATE TO TOP PLATE FACE NAILED 4 2-16d 26 PER FOOT TOP PLATES ATINTERSECTIONS FACE NAILED fi -6d 36 JOINTS -EACH SIDE STUD TO STUD FACE NAILED 2 -16tl 24. OIC HEADER TO HEADER FACE NAILED tad O/O ALONG EDGES TOP OR BOTTOM PLATE TO STUD ENO NAILED 2-16d PER 2X4 STUD 3 -lad PER 2X5 STUD 4 -lea PER 2%O STUD BPLATE TFLOOR JOIST BAANNDDJO JpIST JOIST, OIST OR BLOCKING_ FACE NAILED 2-16tl PER FOOT FLOOR FRAMING JOIST TO SILL, TOP PLATE, OR GIRDER TOE NAILED 4 -ad PER JOIST BRIDGING TO JOIST TOE NAILED 2-8d EACH END BLOCKING TO JOIST TOE NAILED 2 -Rd EACH END BLOCIKING TO SILL OR TOP PLATE TOE NAILED 3-16d EACH BLOCK LEDGER STRIP TO BEAM FACE NAILED 3-16d EACH JOIST JOIST ON LEDGER TO BEAM TOE NAILED 3-5d PER JOIST BAND JOIST TO JOIST END NAILED 3-19d PER JOIST BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-16d PER FOOT ROOF SHEATHING • STRUCTURAL PANELS S� Cid 4'PERIMETER EDGE ZONE - 1S" OIC -S" AT PANEL EDGES AND AT INTERMEDIATE SUPPORTS IN THE r( - 6d PANEL FIELD INTERIOR ZONE -16' OIC -B' AT PANEL EDGES AND 12' ad AT IN TERMEDIATE SUPPORTS IN THE PANEL FIELD FOR ROOF SHEATHING WITHIN 4'-D" OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'-0' ON EACH SIDE OF THE ROOF PEAK, THE 4'-D" PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED CEILING SHEATHING GYPSUM WALLBOARD ad COOLERS 7' EDGE I TO" FIELD WALL SHEATHING C 1. STRUCTURAL PANELS Ve ad 4'EDGE ZONE -16" O/C -6' AT PANEL EDGES AND 12" Y'" AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD ad INTERIOR ZONE -i6" OIG -6" AT PANEL EDGES AND 12" AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD FIBERBOARD PANELS 7)16"a4 3"EDGE ):"FIELD 25/32" ed 3' EDGE /d" FIELD GYPSUM WALLBOARD Sd COOLERS 7" EDGE I10" FIELD Rd 4' EDGE ZONE -1a' OIC -6" AT PANEL EDGES AND 12" HARDBOARD AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD LA •• • :S1'G•L. • TABLE 3.4 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL RAFTER SPACING 16" OIC 120 mph FASTEST WINDSPEED ROOF ROOF NUMBER PITCH SPAN (ft) OF NAILS 4:12 12 3 WINTER DESIGN TEMP. 16 4 AS PER MANUFACTURER'S SPECIFICATIONS / STATE CODE 20 s 24 6 r�r-w.✓rld<Y 55 28 7 32 6 36 7 WINDOW AND DOOR SCHEDULE 5:12 12 3 5if % 56( 16 4 h,,,r- 20 4 6.:1 24 5 µ„ u,,,, AL,� 28 6 32 7 36 7 6 12 12 3 16 3 20 4 24 5 28 5 32 6 36 7 712-12:12 12 2 16 3 20 4 24 4 26 5 32 fi 36 6 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WEATHERING SEVERE FROST LINE DEPTH 3'-0" TERMITE MODERATE TO HEAVY DECAY SUGHTTO MODERATE WINTER DESIGN TEMP. 11 ICE SHIELD UNDER- LAYMENT REQUIRED AS PER MANUFACTURER'S SPECIFICATIONS / STATE CODE FLOOD HAZARDS 3 TYPE OF CONSTRUCTION SOUTHOLD BUILDING DEPARTMENT CRITERIA 1 OCCUPANCY CLASSIFICATION n .S l Demcc- USE 2 HEIGHT '± e�, y, r . FIRE AREA (st) 27 L 0 IJC He Hrl�n 't L 4' N I- ea 3 TYPE OF CONSTRUCTION 4 DESIGN CRITERIA r�r-w.✓rld<Y 55 1. 4 u'iNn- Ir iLT1 rr�4Y 5 FRAMING ELEMENTS 6 DESIGN LOAD CALCULATIONS 7 WINDOW AND DOOR SCHEDULE i E 6 LOAD PATH 5if % 56( 9 NAILING SCHEDULE h,,,r- 10EGRESSNe'r 6.:1 ItY�r• 11 PLUMBING RISER DIAGRAM µ„ u,,,, AL,� 12 FIRE PROTECTION 13 TRUSS DESIGN DRAWINGS 14 ENERGY CALCULATIONS H '0 D 5, 1n 322 .11 V op�OFESSIOM�'��� g/LL/0J tl/ W UUF Z W U U_ Z 0 O O LL �1 Z Z W 0 I^ O STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION SHU_. N.T.S. FOR PANEL SPANS:0 <4'-0" WIDE SPAN TABLE 7609.1.4 FOR WPll OPENING PROTECTION UPI 20 MPH 1SECOND NANO GUSTS ,MAXIMUM MEAN ROOF HEIGHT. 351 Y' 114" /Q/Q Rte/ F»UILA fl-fQ�OiP� I((Io.IJ its � P IRT 1(YL�i De t;')14 23/32" APA SPAN -RATED 48124 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES, 4 EDGES. LABEL ACCORDING TO LOCATION ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING wl #Bx3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16" O C. OR BETTER ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/ #10x 1 Y2" (W/ WASHERS) MACHINE BOLT @ 12" O.C. WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL CAPACITY OF 49016s. SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 4'-0" OR WIDER SPAN SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0 <4'-0" SPAN NOTE ADDITIONS: 2x4 STRONG -BACKS @ 24" OC ASSEMBLY: 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10x3" (wl WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 12" 0 C. ALTERNATIVE FOR OPENING PROTECTION WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/15" AND MAXIMUM PANEL SPAN OF 5'-0" SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1 4 AND 16096 5 AND TABLE 16091.4) TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS A THIS TABLE IS BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND MEAN ROOF HEIGHT OF 33'-0" OR LESS B FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL C WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY I STUCCO. THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL CAPACITY OF 490 LBS WINDOW AND DOOR SCHEDULE SYMBOL MODEL NO. WINDOW TYPE CLEAR GLASS EFFECTIVE PRESSURE REQ'D DESIGN DESIGN PRESSURE wu INn GREG 70NE PRESSURE RATING A FASTENER SPACING INCHES FASTENER TYPE PANEL SPAN <2' 0'• 2'-O" < PANEL SPAN <4'-D" 4'-0'• <PANEL SPAN <fiWA" fi'.0" < PANEL SPAN < 5•-0" 2112"M6 WOOD SCREWS 16 1fi 12 9 2112" #5 WOOD SCREWS 1 16 16 18 12 A THIS TABLE IS BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND MEAN ROOF HEIGHT OF 33'-0" OR LESS B FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL C WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY I STUCCO. THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL CAPACITY OF 490 LBS WINDOW AND DOOR SCHEDULE SYMBOL MODEL NO. WINDOW TYPE CLEAR GLASS EFFECTIVE PRESSURE REQ'D DESIGN DESIGN PRESSURE wu INn GREG 70NE PRESSURE RATING A f; Vkl�pLr•,� CI,<<.,,..:, 1 "3 ;I . So p {1�1 COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED AS PER _.. FOR HABITABLE SPACE. TABLE R 301.2 (2) NEW YORK STATE BUILDING CO.DE CUSTOM GRILLES -SEE ELEVATIONS I' _ INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED W ITH REMOVEABLE 518" W ODD STRUCTURAL PANELS WALL OPENINGS SPANS UP TO 6'-0" SHALL BE 2 1/2 -# B WOOD SCREWS AT 16" OIC, FASTENERS WITH MAXIMUM OF B'-0" SPAN. FASTENERS FOR v FOR SPANS UP TO 8'-0" SHALL BE 2 112" - #8 AT 12" OIC TABLE 301.2.1.2 5 11 v ALL NARROLINE WINDOWS MUST USE:I� OF A 112" X 3/4" DP UPGRADE SILL STOP. (SILL STOPS TOTAL A 1-114" 1/2" HEIGHT SILL STOP (OR STOOL) AND THE ADDITION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT.) HEIGHT AND REQUIRE THE INSTALLATION ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED EQUAL 1�Iw�'1 CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B MUST HAVE OFUPGRADE KIT MEETS NY STATE EGRESS REO UIREM ENTS COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED AS PER E FOR HABITABLE SPACE. TABLE R 301.2 (2) NEW YORK STATE BUILDING CO.DE CUSTOM GRILLES -SEE ELEVATIONS I' _ INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED W ITH REMOVEABLE 518" W ODD STRUCTURAL PANELS WALL OPENINGS SPANS UP TO 6'-0" SHALL BE 2 1/2 -# B WOOD SCREWS AT 16" OIC, FASTENERS WITH MAXIMUM OF B'-0" SPAN. FASTENERS FOR v FOR SPANS UP TO 8'-0" SHALL BE 2 112" - #8 AT 12" OIC TABLE 301.2.1.2 5 11 v ALL NARROLINE WINDOWS MUST USE:I� OF A 112" X 3/4" DP UPGRADE SILL STOP. (SILL STOPS TOTAL A 1-114" 1/2" HEIGHT SILL STOP (OR STOOL) AND THE ADDITION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT.) HEIGHT AND REQUIRE THE INSTALLATION ' 1 r IIL:�:_,�II r-1 \il U 4V r�l., I � r O o CL Z r W 't LU ;r ODID Y � Ui Z W U z Z_ 0 O ` UL ll. z �..I a ` W nVJ' O_ RAFTER v USP RS250 AT 1 0 _ A__RAFTERIRIDGE/RAFTERW_ITHCT - RIDG RAFT USP USP Al ',RAFTER/RIDGEIRAF_TERwioCT I _ RAFTER USP RT20 - WALLSTUD _B--„RAFTER/PLATE/STUD RAFTER USP RTIS OI TOP PLATE USP RS250, WALL STUD B RAFTERIPLATE PLATE/STUD KING STU STUD — HEADER USP RT3 USP RS2', JACK STI C HEADER/STUD. HEADER/JACK r - m �r.rnn na TFS MIN I CONNECTION USPPRO CTNUMBER A RAFTER/RIDGEIRAFTER WITH CT RS250 1 - RAFTERIRIOGEIRAFTER WITHOUT CT RS2 21” LSSH179 B RAFTER/PLATEISTUD RT20 RAFTrypLATE RT16 or (2) R17 PLATEISTUD RS250 18" C HEADERISTUO RT3 HEADERIJACK SND RS250 12" D FLOOR TO FLOOR KLFTA or RS250 38" E STUCIPLATE/SILL RS250 36" STUDIPLATE RS250 16" PLATEISILL MPSF F ANCHOR BOLTS STB18 G POST ANCHOR FOR DECKS PAU SERIES POST ANCHOR FOR COVERED PORCHES CBE SERIES m �r.rnn na TFS MIN I I - POST USP CBE P.C. FOOTING 2ND. FLOOR WALL STUD 1ST. FLOOR 2ND. FLOOR WALL STUD r� 1ST. FLOOR WALL STUD— t�G •,POST ANCHOR FOR COVERED PORCHES 2ND. FLOOR PLATE 2ND. FLOOR PLATE 1ST. FLOOR 1ST. FLOOR PLATE SUBFLOOR SUBFLOOR SUBFLOOR SUBFLOOR RIM BOARD RIM BOARDUSP USP ARIM *WA USP RS250 AT 36' USP RS250 AT 36' KLFTA OAR RIM BOARD1ST. BOARD DOUBLE SILPOST1ST. FLOORTOP PLATES — . FLOOR TOP PLATES USP MP6FDOUBLE SILL PLATE —1ST E FOUNDATION WALL FOUNDATIOUSP PAU1ST FLOOR WALL STUD FLOOR WALL STUD P.C. FOOTING , O E STUD/PLATE PLATEISILL G ANCHORS FOR DECKS // Y E STUD/PLATE/SILL - IPOST D FLOOR_ TO FLOOR D FLOOR TO FLOOR Op i' fdEW Y0 E rA q\ i 13nrA-1 F6S10��� ell 00 O d O z W d W v � � M DO Lw W LU z W U O 1I Z_ K O O J LL O W /uV/ O m PPR2621" FJ- III lilsc-�� r a _p PFrtrfFarc---r��ti I i - �I-�� N � �� Jf 3�-- 3" �'z"-----3•' it k!3�� - -- - 919" Q G xc-�d wr Joao rKc `I� ro wD�AP�oi�a�— '�k-'1-o' -h14-GoDr �ifcR--GT2Rr�t—ro -- l t �I II _:5� -r- -p_-- c� us M o oar-i,iw� s P2'LQA"_T DulZrFtG- —C-c>c--.7a.vri—nl '" -*nl�,__`/`1,<IIU- - -gryi6ox-AUDCD GAS F/REIPLACES -/2-a7 _ry�Q. TRC I4TCA n Ir