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Home My WebLink About31586-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32243 THIS CERTIFIES that the building NEW DWELLING Date: 03/13/07 Location of Property: 3470 NORTH BAYVIEW RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 79 Block 2 Lot 3.5 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 3, 2005 pursuant to which Building Permit No. 31586-Z dated NOVEMBER 7, 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 SINGLE FAMILY DWELLING WITH FRONT & REAR COVERED PORCHES & ATTACHED GARAGE AS APPLIED FOR. The certificate is issued to JUDY KOZORA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0025 ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Rev. 1/81 03/07/07 3000488 01/25/07 01/30/07 K&K PLUMBING & HEATING A hor'zed ignature FORM NO. B 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 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 $10.00 4.Vacant Land C.O. $ 20.00 7 5.Updated C.O. $ 50.00 Date . �.aa. 0........... NewConstruction„%LJ .Oldorr�Pre-existin Building ... Vacant Land Location of Property .1. ! O.. 1 ” �f}�.. d�..�.1 _. & v �kc a .............. . House No. Street Hamlet Owner or Owners of Property .. �.. .. P. o r. ot--- ............................. . County Tax Map No. 1000 Section ... .! ....... Block .... ........ Lot.. 3.5 ........ Subdivision rr��..�...................... jj —7 .Filed Map 'N�oo.. ........ j.Lot No. Permit No. 7 ....5 3. b2 Date of Permit l I . l �WS.Applicant . J A..�v . 1 � 't5 Y ......... . Health Dept. Approval ........................Labor Dept. Approval ........................ Underwriters Approval ........................Planning Board Approval .. ................ . Request for Temporary Certificate .....................Final Certificate .... X............... Fee Submitted $................. p?. . ... . Construction on above described building and permit meets all applicable codes and regulations. IApplicant . Jl . 14.. S �I i. U r i I r) L :................ . R". 10.10.78 G'Pt-- � I QS-", Co Z3aay3 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31586 Z Permission is hereby granted to: JUDY KOZORA 64920 ROUTE 48 GREENPORT,NY 11944 for : Date NOVEMBER 7, 2005 CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 3470 NORTH BAYVIEW RD SOUTHOLD County Tax Map No. 473889 Section 079 pursuant to application dated NOVEMBER Building Inspector to expire on Fee $ 1.719.00 Block 0002 Lot No. 003.005 3, 2005 and approved by the ORIGINAL Rev. 5/8/02 BY THIS CERTIFICATE OF COMPLIANCE THE -3 NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY / 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT / Upon the application of upon premises owned by G & S ELECTRICAL CONTR. GENE NADEL �w P.O. BOX 215 3470 NORTH BAYVIEW RD. SOUTHOLD, NY 11971, SOUTHOLD, NY 11971 Located at 3470 NORTH BAYVIEW RD. SOUTHOLD, NY 11971 Application Number: 3000488 Certificate Number: Section: BELO%Iock: Lot: Building Permit: 315862 3000488 BDC: ns11 Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 25th Day of January, 2007. Name (OTY Rate Rating Circuit Tyne Miscellaneous SECTION: 079 BLOCK: 02 LOT: 3.005 Alarm and Emergency Equipment Sensor 2 0 Carbon Monoxide Appliances and Accessories Cooking Deck 1 0 30 Amps Oven 2 0 30 Amps Dish Washer 1 0 1.2 KW Exhaust Fan 3 0 F.H.P. Furnace 1 0 Oil Air Conditioner 1 0 30 Amps Wiring and Devices Outlet 80 0 Fixture Fixture 80 0 Incandescent Outlet 111 0 General Purpose sea/ Receptacle 67 0 General Purpose Continued on Next Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by G & S ELECTRICAL CONTR. GENE NADEL P.O. BOX 215 3470 NORTH BAYVIEW RD. SOUTHOLD, NY 11971, SOUTHOLD, NY 11971 Located at 3470 NORTH BAYVIEW RD. SOUTHOLD, NY 11971 Application Number: 3000488 Certificate Number: 3000488 Section: BELONAlock: Lot: Building Permit: 315862 BDC: ns11 Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 25th Day of January, 2007. Name OTY Rate Rating Circuit Tvoe Switch 53 0 General Purpose Dimmers 11 0 Multi Outlet System 8 0 ft Receptacle 1 0 20 amp Laundry Receptacle 1 0 30 amp Dryer GFCI Circuit Breaker 2 0 20 amp Receptacle 9 0 GFCI Service 1 Phase 3W Service Rating 200 Amperes Service Disconnect: 1 200 cb Meters 2 of 2 seal This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Town Hai, 53095 Main Road P.O.. Box 1179 Southold, New York 11971.0959 BUILDING DEPARTMENT TOWN OF SOLTMOLD CERTIFICATION Building Permit No. 3 (5 K6 z Fax (631) 765-9502 Taiepluute(631) 765-1802 Date: / Z30 /0-Q Owner. ��6 y K o 2 o r a,. (Please print) 14--23 5 1— I) Plumber: Wa (Please prim lead. I certify that the solder used in the water supply system contains less than 2/10 of 1% �MAM/ •1,., Sworn to before me this day of. NL6�_, 2o--t)2— Notary Public, S-,skNkQ County BONNIE J.00ROSHI Notary public, State Ot New York ph( ,a lappa, (,ap No. OID06095328, Suffolk Cg(mty Term Expires LAWRENCE M. TUTHILL PROFESSIONAL ENGINEER P.O. BOX 162 GREENPORT, N.Y. 11944 (631) 477-1652 March 12, 2007 Mr. Michael J. Verity, Department Head Southold Town Building Department Main Road Southold, NY 11971 Re: Residence Judy Kozura 3470 North Bayview Road Southold, NY 11971 SCTM # 1000-79-2-3.5 Permit # 31585 TO WHOM IT MAY CONCERN: I have reviewed the plans and inspected the site of the above mentioned property and certify that the storm water runoff is contained on the property in accordance with the New York State Building Code and the Southold Town Building Code. Sincerely, Lawrence M. Tuthill, P.E. NEW a f 0 ( y 032254-1 ,aV, LAWRENCE M. TUTHILL PROFESSIONAL ENGINEER P.O. BOX 162 GREENPORT, N.Y. 11944 (631)477-1652 December 21, 2006 Mr. Michael J. Verity, Department Head Southold Town Building Department Main Road Southold, NY 11971 Re: residence Kozora 3470 North Bayview Road Southold, NY 11971 Permit # 31586 To Whom It May Concern: I have reviewed the storm water drainage at the above mentioned residence and note the following: 1. That in general the storm water flows in a easterly direction. 2. On the southeasterly side of the property adjacent to the residence, the building contractor made an earthen berm along the property line with a french drain on the house side to contain the storm water runoff. 3. In the area in the vicinity of the northwesterly property line, the slopes are very gentle running to the southeast. 4. The neighbor on this side of the property haan asphalt driveway lined with belgian block curbin that runs one off the property line. There are two curbing blocks missing at the interior end of the driveway facing the property line, presumably to allow the storm water to drain off the driveway. The construction of a berm on this side of the property by Mr Kozora would only create ponding at the property line. Res ectifully submitte . i CxO3226 of New �Lawrence M. Tuthill, P.E. t LAWRENCE M. TUTHILL PROFESSIONAL ENGINEER P.O. BOX 162 ` p GREENPORT, N.Y. 11944 (631) 477-1652 .' June 30, 2006 Mr. Michael J. Verity, Department Head Southold Town Building Department Main Road Southold, NY 11971 Re: Kozora Residence 3470.North Bayview Road Southold, NY 11971 Permit No. 31586 To Whom It May Concern: I have inspected the site of the above mentioned residence and found that the framing is in compliance with the New York State Building Code and the Southold Town Building Code. Sincereell�jy, Lawrence M. Tuthill, P.E. r 0` F�, s \032264.1 0�J p9�ftSS10M��a JloP, 3 +70 nlo. t ; 1, i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCT MA • [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION —D DATE ,.I ,e7_ 1,0 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS [ ] FRAMING / STRAPPING [ IN L 1 c� [ ] FIREPLACE & CHIMNEY [ ] FIRE INSPECTION [ ] FIRE RESISTANTrCONSTRIICTION [ ] FIRE RESISTANT PENETRATION REMARKS: !" o 7�✓ DATE ' `� INSPECTOR I i /. TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FI FIREPLACE & CHIMNEY [ FIRE SAFETY INSPECTION [ ] FIRE RESISTANN,T�6CONSTRUM N [ ] FIRE RESISTANT rRiETRATION REMARKSm/�'� �� t4�n�L -l�a DATE INSPECTO 3is �(,,, -,�- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ani` INSPECTOR / TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION IST [ ] !PdGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY[ Q] ,FIIRRE^SIAFETY INSPECTION REMARKS: '�l DATE / INSPECTOR a 31sg6 Z. TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST KROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION nlWMAnWQ- DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [X ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION aq REMARKS: _ � a-- d DATE inarm%o I wn 3IST �- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FO DATION 1 ST [ ] ROUGH PLBG. [ ] OUNDAT ] INSULATION [ ] FRAMI G / STRAPPIN ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE / INSPECTOR 31-5- 9 (o 7K TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ [FOUNDATION 2ND [ [ FRAMING/ STRAPPING[ [ ] FIREPLACE & CHIMNEY [ M�Km A rive. ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE J ��Or l 3 � INSPECTOR ' 3 /s- g L 2 -- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ]\ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: I,4 -i DATE i i" Baur :•` INSPECTOR ' " TOWN OF SOUTHOLD I!_TILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. I Examined 1117 1 20 :r Approved 20_r Disapproved a/c Expiration 20_:f7 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: ?hone: APPLICATION FOR BUILDING PERMIT Date Nev, 20D� 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 onpremiKs "and in building for necessary inspections. U,\d<rs Y\ C_ 3 2005 - (Signature of applicant or name, if a corporation) C) i J (Mailing address of applicant) State whel applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder L5'�'�e ro• Name of owner of premises Z 48 If N Y-I+Y- C., (Name Od4itle of corporate officer) l,o 20 r-<?"— (As -a (As on the tax roll or latest deed) authorized officer Builders Vicense No.�- Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Hamlet County Tax Map No. 1000 Section Block 1�4 Lot 13-15 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and a. Existing use and occupancy b. Intended use and occupancy ;d use and occupancy of proposed construction: 3. Nature of work (check which applicable): New BuildingLY,_Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost S 0 , 0 O O .QC) Fee (Description) (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 .2 - 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front %L Rear__24d Depth -0 ' Height 'A t Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Ste S.+ r Rear Depth 10. Date of Purchase- 2 Name of Former Owner Rear 11. Zone or use district in which premises are situated k" / 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 el„ Gilpam,1r Address Q04 4 Phon No. y7']-5067 Name of Architect Address Phone No Name of Contractor R� &j c r, 2c �AddressStS Tt Sr Phone No. 7-2G oa P-0. Box SSSyrea.7.vf 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. STATE OF NEW YORK) SS: COUNTY OF being duly swom, deposes and says that (s)he is the applicant (Name of indi dufil signing contrac bove named, (S)He is the C o x,4,o-hof/ (Contractor, Agent, Corporate 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. tRoDbefore me this` day of /V 20—� "ELIZABETH J. FARRISH Notary Public, State of New York No. 01FA4973285 Qualified in Suffolk County Commission Expires Oct. 15, 20 • VISA & MASTER CARD ACCEPTED Jan 24, 2006 Mr. Gary Fish Building Inspector Main Road Southold, NY 11971 RE: Certificate of Occupancy for Permit # 31586Z 3470 North Bayview Road Southold, NY 11971 Dear Mr. Fish, Please find enclosed (4) sets of floor plan changes and a written letter from Mr. Lawrence Tuthill, P.E. in regards to property drainage. Thank you, Craig Richter BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: 1 j /_7 /05 APPLICANT: �, _ DATE SUBMITTED: 11 /,3 /05 SCTM# DISTRICT: 1,000, SECTION: �� , BLOCK: �� , LOT: 3,.5 SUBDIVISION: —_ ADDRESS:qlO 11.?�{ar�'u� �c = CITY: `amu°` �1 1' ; ZONING DISTRICT: CONFORMING?� BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N - BP -Z / C/0 Z- , INFO BP -Z / C/0 Z- , INFO BP . -Z /C/o 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 anytime after 7/1/8. REQ. LOT SIZE: ACT. LOT SIZE:4-)5REQ. LOT COV. Q2 ACT. LOT COV. REQ. FRONT �_b PROP. FRONTEQ SIDE /j�/ ACT. SIDE �. REQ. REAR {p PROP. REAR �'� REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: Alv 1, Ir ESTIMATED PROJECT COST: WATER FRONT? ARCHITECTAENGINEER:'�f,,n CRIPTION: BULKHEAD? ------------DISTANCE? APPROVALS REQUIRED PANEL # FLOOD ZONE SUFFOLK COUNTY HEALTH DEPS YES -r. NO, (BED #): Y�I� DTE: J / % /,S PERMIT TOWN SEPTIC RECEIPTr N SEPTIC CERTIFICATION: Y or N -�— --- NEW YORK STATE DEC: PRE -DEC 9/1/75 YES or N0) DTE: / / PERMIT #: SOUTHOLD TOWN TRUSTEES: YES or'N1O DTE / / PERMIT #: TOWN ZONING BOARD APPROVAL: YESorNO DTE: // PERMIT #: TOWN PLAN. BOARD APPROVAL: YES or NO DTE_ / / PERMIT #: TOWN HISTORICAL PRE (SPLIA): YES or�NO NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2):� or NO NOTES FEE STRUCTURE: FOUNDATION: --2-) 5� SF FIRST FLOOR: _'I ?,P -I SF SECOND FLOOR: ,y SF O_T_HE.R, SF INIT OTHER TOTAL— TOTAL: OT A T , TOTAL: SF FEE FEE FEE ( SF)-( SF)= .'-...)" ,4220 SF X $" --Lin +$ _ $ vi I SF)- SF)= 3.( SF)- (SF)=. SFX$ =$ _SF X$ =$ FINAL TOTAL•P$ PT 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: Y/N LIVE: Y/N DEAD: Y/N SNOW: Y/N ` SEISMIC: Y/N WIND: Y/N VvrMOW AND DOOR SCHEDULE: NIISSLE 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 PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N IC— N: Y- — ENERGLCA LCS --YLN— — --- — — ---------- TOTAL ------- TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) d Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT*** Date: 11/04/05 Receipt#: 5819 Transaction(s): Reference Subtotal 1 1 Septic Permit - Construct - Resid. 3540 $10.00 Check#: 5819 Total Paid: $10.00 Name: & R, Builders R Po Box 555 Greenport, NY 11944 Clerk ID: BONNIED Internal ID: 3540 03/25/2005 11:44 6312988133 PRUDENTIAL MAITITUCK i OJN-IEJ K DAH50W D -I6-85 A5 FILE • 148.1 13AYVIEN GoUNT�Y, w m NA TY m r To. Test Hole r Ml pXMW sOR ApMVAL O),CoWMoCItON !ORA �✓ra-MIX]FIAMLv RAMC ONLY DAffi,yjs '3 . e ryatcNr rg"A"'01�jc MCA , assas � ora rqg ncrsts �tr.Z`0, 01031 erx,wr, scute I. 40 Ui N W 8 42� v V .11 a '- JOIIN C. EHLERS LAND SURVEYOR ARA"HAL MEELT R.C.A. M NO. SlIte1 AavulmAO. N.X.11"t 5042lPM"942P/ ReP. Ttamwnostv>va PAGE 03/03 1p I I I � I I .} I r r t) I {I I I � 1 I e6y � �dlti I I / / I I I • I 1 I / e ryatcNr rg"A"'01�jc MCA , assas � ora rqg ncrsts �tr.Z`0, 01031 erx,wr, scute I. 40 Ui N W 8 42� v V .11 a '- JOIIN C. EHLERS LAND SURVEYOR ARA"HAL MEELT R.C.A. M NO. SlIte1 AavulmAO. N.X.11"t 5042lPM"942P/ ReP. Ttamwnostv>va PAGE 03/03 5URVEY OF LOT #5 MAP OF "JAMES W. DA145ON" aP, FILED 10—I6-85 A5 FILE # Ic181 N ; 51TUATE: BAYVIEW TOWN: 5OUTHOLD E �. , C.3 SUFFOLK COUNTY, NY W SURVEYED 05-29-2005 Cj FOUNDATION LOCATION 12-01-2005 SUFFOLK COUNTY TAX # 1000-79-2-3.5 CERTIFIED TO: Judy Kozora Lai N NOTES: ■ MONUMENT o PIPE AREA = 45,595 5F OR 1.05 ACRES 5GALE I"= 40' 1!� ®��ull S62006,40"E � EI.21 e1=2e ®� I 1 I 1 �1 1 1 1 22.4' m m — 2.0 _ 0 � � IAg GONG PbATION oy6If,00 i oy o� \o a. 150,00, 28.q' 175.36' - - •I (p "IMvuNw,•.0 ai—lion ..... IIID° t.. ..... JIr .;r ... n•..moi: ID.n... Inn. .°...v.r.. iu. il� .,°,.t,.. scan« xxoe....e,1*1 z m m . 114 s<.I. Ed...If- u.. . y F,1 iJ n I... in. .....a :-ii an'e:In,..:v.. e.w.el::iin. .nI e. .... v.u: ,,• -n nqu signify..In.I <n,. tis ar,ertIons rM.-bI ....v ... .•....a . c...anc..,m m. . ,.ulp c....i x. r.. n L...- ..°°ti. 5020 t:l, : .v m. w. r... etas nn.na.n .r won..,...I Sid (AND SVP c°.Ur`^ q.n..rni:,p'•VvEY un. 8mto in:°o:�. .m on nl...nar to in, tin. cegnr, eo...fad- In and vn.m° I-IItut,.n list.. n°..m. .n n°^cv to In. —.. n I, an.r.... I. to ..a,n Mal Institution° 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.-TIGERIPROSM-352A 5UR\/EY OF LOT #5 9EPTC DETAIL MAP OF "JAMES W. DAW50N" not to stole FILED 10-16-85 A5 FILE # 798 51TUATE: BAYVIEW �.,, M MD TOWN: 5OUTHOLD _'.epf'. 212 as,.."' SUFFOLK COUNTY, NY `,I E ; , g�' "' SURVEYED 01-03-00 v, a AMENDED JAN. 10, 2000 AMENDED JUNE 29, 2000 (new cert.) 11-01-2005 SUFFOLK COUNTY TAX u 1000-79-2-3.5 CERTIFIED TO: JUDY KOZORA EI_26 0 s620p6,4p rE e �e X11 Test Hole I 4.0' N ; ra / �( M s�, o gw� � 0 0 e test Mole 21.E m kCV 0.� Q aav Qo� 0 w N 150•00, 1 m aq- b� 0 XB3 Propos e�y hO�Se N h 0 n � 6 0 I ; w m z° I ,'( l �(``r�.�[.�tic" `' `�/�1of ..c o" rzoo^ .'°-etaa°" ¢. o fll k 6t. t. E°u..[1°n L.�n. NOTES: * l Y r ty °,eb."r o'. on. °.t6Land our-'rer the to .at ohis r < re:u: ■ MONUMENT I rk 9, 1i , _..[„stat°". t"°tta.° : oar that this a PIPE i °°.n°�"a°"m.e.nari°in:um.`"ro."v.a°...".."- CAND to .o."tr ."a j."emfi ". a" u.e.e n.�.°".."e AREA = 45,595 SF OR LOS ACRES cr-. not ' JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 GRAPHIC SCALE I"= 40' RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-TIGER\PROS\99-352A ENERGY CODE CALCULATIONS CHAPTER.5 SECTION 501 Detached One and Two Family (For Non -Electric Heat) For: Cv a, r )Fll r hti Design Criteria 5750 Degree Days Zone 11B Per: L % Z,! l / Dated: SE, r76 SUBSYSTEM AREA DESIGN ecu„ CODE "U" DESIGN UA CODE UA Exterior Walls q11 O,o982 0.14 Lf0q.,38 S76,S2 Ceiling Roof .2 2 0 D 0.03 0.031 6. DO 68-2-0 Floor Over Unheated Space 2200 o . 0.!r 0.05 1/0.00 /. / O . 00 Pleated Slab On Grade 6.5 Unheated Slab On Grade 4.5 Basement Wall 0.1 CMWl Space Wali 0.06 '5�60.s8 17,x14.72 NOTES. 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. � w <^� 032264-1 �U a OFESS0P�� 31 oS COMPLAINT REPORT NAME: DATE Ft%28,/06, ADDRESS: PHONE # HOW RECEIVED: - TEL. k, I- AIL- IN PERSON LOCATION OF COMPLAINT: SUFF. CO. TAX MAP # OWNERS NAME: 0 ASSIGNED TO: INSPECTION DATE: REMARKS: ACTION TAKEN: FILE # IF APPLICABLE RE -INSPECTION DATE: 1 COMPLAINT REPORT NAME: „� N,, �` DA ADDRESS: PHONE # HOW RECEIVED: - TEL. -MAIL- IN PERSON LOCATION OF COMP SUFF. CO. TAX MAP # OWNERS NAME: �y-Zp ivy NATURE OF ASSIGNED TO: INSPECTION DATE: REMARKS: ACTION TAKEN: FILE # IF APPLICABLE RE -INSPECTION DATE: SURVEY OF LOT #5 MAP OF "JAMES W. DAW50N" - FILED 10—I6-85 A5 FILE # lab -1 NFAR OWMTM�TOFHFx,�+sr cs , SITUATE: BAYVIEW TOWN: SOUTHOLD FO0 �D SUFFOLK COUNTY, NY W 007 res-f.Mo.��" �'-- momposaw FOUNDATION SURVEYED LOCATION512-01-2005 ?` � s� ��clowoFINAL SURVEY 12-22-2006, REV. 03-07-2007wmm& SUFFOLK COUNTY TAX #1000-79-2-3.5SUFFOLK COUNTY DEPT. OF HEALTHSERVICES REF# RIO - 03 - 0025CERTIFIED TO: Judy Kozoro S62°06'4p„E 150.00, I I 75 -ss i M N z X2.4' r m o5r;' a . - 12.0 m Q 0 rt�5.0' 29, V PRgrAT Y E HOU ry 2.7p n Fn a 9T 0 N h 0 I\ i i o ism+ c< Fo s1 i pyo V� ick ^�O �y OO �q6a %e�° S(p> 688340 NOTES: MONUMENT �@may a'9eC ee5 oPIPE �J L. AREA = 45,595 5F OR 1.05 AGRES JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 6RAPHIG 5GALE 1 "_ 40' RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-TIGER\PROS\99-352A 5URVEY OF LOT #5 �\ MAP OF "JAMES W. DAW50N" FILED 10-I6-85 AS FILE # 7a81 SITUATE: BAYVIEW N TOWN: SOUTHOLD E SUFFOLK COUNTY, NY W SURVEYED 08-29-2005 e FOUNDATION LOCATION 12-01-2005 5 SUFFOLK COUNTY TAX # '" J 1000-79-2-3.5 CERTIFIED TO: Judy Kozora w ry n N M osr E/ 26 362'06, 40rrE e ze Q GDNG. DATION 150,00, 28,9` r3 175, F, C 40 �n0> 831 lurt ,vYo .uerr. r'rw v. ° en. .mr' NOTES: 'ns:u .. .e:ii a °.... re.r.e to ee �, �� O� oui::� ourl.'n°. pmm..e.e n'r'." .r°"uy .".n u" ■ MONUMENT I ma: rso I. O PIPE (AND ,UQ' er: .nxar..:ioow e..". n.r m....'y L °..9:a, _Z �� n'r..v. e°..m'.e.. uu. r' e'. ui tw'ne b In r^'r:." 11.f.C'e �ne o2 AREA = 45,595 SF OR I.05 ACRES e° . w".... m' r..m.v m.uemr.". u - arm at o-'.'r.r'm' to .emu.om m:eiiaiio:' JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 GRAPHIG SGALE 1"= 40' RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-TIGER\PROS\99-352A 17 NADEL RESIDENCE, 3470 NORTH BAYVIEW ROAD, • SOUTHOLD, NY 11971 Title ELECTRICAL/FURNITURE PLAN - FIRST FLOOR Laurence Architectural LAURENCE TAMACCIO DESIGN DESTINATIONS, LLC 13.06 120 Riverside Boulevc rd (212136&3592 I, T 337 Wast 76 Street (212( 362-3592F—, New York NY 10069 fox (212( 3621652 1) D New York NY 10023 fox (212) 077-1548 an e 1 NADEL RESIDENCE, 3470 NORTH BAYVIEW ROAD, SOUTHOLD, NY 11971 ELECTRICAL/FURNITURE PLAN - SECOND FLOOR Laurence Architectural 01.06. 13.06 23.06 LAURENCE TAMACCIO DESIGN DESTINATIONS, LLC scale 120 Rireraide ka levord (212) 362-3592 I, T 337 West 7b Street (212) 362-3592 New York NY 10069 fax(212)362-1652 DID New York NY 10023 fox (212) 877-1548 ane 1 s, 7_ 3 i ell . . . . . . . . . . . . WAIIIIF WATERZINE&NE D BE wtCp ry N I Im 01 CODES OF` -P ERCER�TIFICATION GoIlijIpLYVITHiAl :&TOWNQODESi� oNIliibADcdNTENTEtP70R 14EW YORK STATE "Al c' CER77FICATe OFOCCUPANC Y. OIllIbffibNS,OF APPROVED AS NOTED ASW _S&IDER USED jV WATER, 1: DAtE' SOMCLD,TQWNZBA SUP)%Y SYSTEM dAN%_ r dy'dye- 800HOLDTOWN PLANNING BOARID,, FEE BY: % SoIjTHoLo TQNN TRUSTEES ?* NOTIPY BUILDING DEPARTMENT AT FOLLOWING INSPECTION& 765-1802 8 AM TO 4 PM FOR THE CERTIFICATION 0 F. 1., FOUNDATION - TWO REQUIRED I & CONNIRCTIONS FOR POURED CONCRETE NAILING 2. ROUGH -FRAMING & PLUMBING 10 3. INSULATION OCCUPANCY OR TR ON MUST I UL 0. R "'A Co I F ICAT5 F�Bllz CO�PLET T IS UNLAWF REQUIREMENT T �L Ic S ALL MEET THE T S 0: WITHOUT CERTIF PAGE ATTACHMEN 11 1000DES OF NEW YORK STATE. NOT RESPONSIBLE FOR OF OCCUPANCY E OR (�717TION ERRORS. ALL C0148TRUCTION %PU FLIUNDATIEN FT IMR& THE REQUIREMENTS OF Mi Lu > z Il - LU BE 2e W/ p TOP OF BEAM TO BE FLUSH z W/ BOT. OF SILL PLATE lTr. 3 z 4" DEEP TO ALLO LVL/ ILE Do DO O N I 'I WI 40 11 7/8"(91 16"O. D.C. FLOOR JOIST Gi 9 2'-Y 3 4" DEEP TO ALLO LN TOP OF BEAM TO BE F a W/ BOT. OF SILL PLATE TYP. Z w m 0 N 0 cf( TOP OF BEAM TO BE FLUSH W/ BOT. OF SILL PLATE TYP. 2820 BASEMENT WINDOW 2-1 3/4"x11 7/8" G -P Lam LVL T p> N exit rig DEEP Poc%Er TO W.LowL 8" POURED CONCRETE FOUNDATION p m ON 16"X8" POURED CONCRETE FOOTING TYP. A `p r 9'FOUNDATION WALL TYPICAL � A N � O 01 m_ dry m I1, W/4'"STEEL P EOCO COLUMN z A 3'X3'X7' DEEP FOOTING III W/ 4" STEEL PIPE COLUMN o XXXXV DEEP FOOTING 3'X3'X1' DEEP FOOTING 0 W/4" STEEL PIPE COLUMN W/ 4" STEEL PIPE COLUMN 2-1 3/4"x14"G-P Lam LVL a IIIn 1 %14 DEEPPOCKETTOP OWLVL I 8 A; 0. 4' I W.M. CONCRETE SLAB "x6 W.M. ANDVAPOR BARRIER a � SOS O 6 o� 3 m -b - � O N � TOP OF BEAM TO BE FLUSH — — � W/ BOT'. OF SILL PLATE TYP. r 4' %11 ]/C DEEP POCHEI'TO PLLOW LVL uc TYP 4" POURED CONCRETE SLAB BE 2BWN2'LY MIN SONOTOBE FOOTING 6"x6" W.W.M. AND VAPOR BARRIER 1 � � SLOPE AS REQUIRED C/ FOUNDATION PLAN SCALE 1'= 3/16" GENERAL NOTES: REFER TO SPECIFICATION PAGES FOR DETAILAS REQUIRED. NOTE: SEE SPECIFICATION PAGE FOR TYPICAL HURRICANE FASTNERS /D/�//6If iz K O W J z DO cq a i i I L I d I; I i 6"X6" STEEL COLUMN TY O "X6" STEEL COLUMN TYP - ILL STEPS � o h Z m 6 r,Cq ppg7 Typ 2-2"X12" GIRDER CCA 6" C(A POST TY 'Im-i a to m n, 6BOLTS TO POST TYP. W/CG BOLTS TO POST TYP. W/ C B BOLTS TO POST TY'P u m 2"X10" FLOOR JOIST THIS AREA a, 514" FLOOR DECKINGu O S ILI S J W aA � � c q D I O ItOi1 Cil m D 3-TW3052 O COVERED PORCH o® 3-TW3052 EGRESS �0 f Rd.D 2'X12" LEDGER BOARD TYP. cwalw[wLisY+roc+°pvrencav PROVIDE MECHNIICAL VENT 3-TW3052 Co. BREAKFAST ROOM EG -171- --- - _- 2-TW28 RESS O MASTER BEDROOM 365 sq.ft. y 2'76" FRAMED W — bIOyOd Total Provided p 3 W Glass=60.15 sqft a - OPEN TO m BEDROOM 2 / GUEST Vent=33.35 sgfl. g ABOVE .w --- R, p,7+e+e°� BATH _ m ROOM 1.9, xo f 156 sq.R.110 rxe'®m•Oc, GR ROO a� - ��- Total Provided cEIUNG JoIsr 315 Glass= 20.96 sgft. 152 L 3 v Total P-7 VISTA= 1176 sgfl. Glas 36.09 s " V = 20.01 sgfl. (/ N 1 J SO KITCHEN �aOR 0 pZ4466gg Q- r ° DOOR LAUNDRY y W a i onio0o S V' �T a = 6 � - o DOOR - ____- �,2.13MWI LVL CLOSET - e�11Ep •LVL rrFr�o HENOFA , Z LM 1 11 lw ® - (J _ FLOOR JOIST y 2.10 11A•L L C}u O_ O N BALCONY y1 REDDER _ � - I-- m o MASTER oN �rc ABOVE _ MECHANICAL Z °O J01�'q' - STUDY �q 11 -7 STORAGE " m 129.8 sq* 8 w- "' OPEN TO I g WI 40 11 7/8" @ 16" O.C. Total Provide ,°o O ASOVE� a= FLOORJOIST om ---- rvo Glass= 24.0 / 3868 3068 olu Vent= 13.34 sgft. " Rs C. SOO .Rsc Doo i LINEN am EGRESS - g �TE '-5--' CLOSET a 6" ALL 2-TW3052-2 6 F m awX c2,u,nD°LGieuRi.BOo.R....Drr.�°�.a°�IR - ^" DINING w y 5/4" FLOOR DECKING ROOM 2'x6^ FRAMED ALL e -1 p (p� 228 sq ft. V Fm Total Provided TWO CAR GARAGI I 1ga W Glass= 24.06 sgft. 44 a a W DOOR Vent= 13.34 sgfl 1111— 4" POUF ED CONCRETE SLAB COVERED PORCH - ® fi"x6" W.V.M.AND VAPOR BARRIER n 44 N W Z D SLOPEA REQUIRED /7 2-2"X12" GIRDER CCA EGRESS O CEM1ING J01 , 4'X4"ODATYP. - STEPS 2-TW3052 �� 'J `) v w z MASTER BATHROOM I � � _-- -- -- � g9�� j z z 180 11718" @ 16" O.C. v L� 2-TW3052 FLOOR JOIST =� - 5/8" TYPE X GWB NP.P. 2-TW3052 1� ry� � Op"`FCSS1� Qo TEFiI R ALL 2"X6" 16"O.C. 0 INTERIIOR WALL 2"XV' 16"O.C. /r — O 5/8'G..W.B. ON WALLS ANDCEILING; '"- z TAPED AND SANDED TYP. �L /7 O SCALE 1' = 3/16" 518" PLYWOOD SHEATING TYP. N f %/ a tat FLOOR PLAN TYV= VAPOR BARRIER EXTERIOR 2-2"X6" PLATE TVP. GENERAL NOTES: REFER TO SPECIFICATION PAGES FOR DETAIL AS REQUIRED. 314" T.IG PLYWOOD FLOOR /7 O NOTE: SEE SPECIFICATION PAGE FOR TYPICAL HURRICANE FASTNERS R-1911NSULATION TYPICAL a 2nd FLOOR PLAN SCALE V= 3116" GENERAL NOTES: REFER TO SPECIFICATION PAGES FOR DETAIL AS REQUIRED. NOTE: SEE SPECIFICATION PAGE FOR TYPICAL HURRICANE FASTNERS TERIOR A L2"X6"@16"O.C. INTERIOR WALL 2"X4" @16"O.C. 5/8" G.W.B. ON WALLS AND CEILING TAPED AND SANDED TYP. 5/8" PLYWOOD SHEATING TYP. TYVEC VAPOR BARRIER EXERIOR 2-2"X6" PTE 3/4TT.G PLYWOOD FLOOR P R-19 INSULATION TYPICAL N O m a- z1- w0) v C�7 m > z R 0 r w J z N j �n l G J'J N O m a- z1- w0) v C�7 m > z R 0 r w J z "4FESS%� o z O -+ h K a W w (9 O Q a N j �n l J'J "4FESS%� o z O -+ h K a W w (9 O Q a I II Ii II, I I i c II/ A (C Q 6 m r h/q A 12" IN 12" \Q \ry @ PICTH �'- - _ _ ___—_ — zw O _ 1-6 lw� J 0 -- D m x LINE OF PITCH CHANGE 3-2"X10' w 2"X10" RR @ 16" OC U. 2"X10" RR @ 16" OC O Q N U O_ /LIQ U U m m 4'x4" POST N b s =? V �/ O 1 w, -A2 0 R /q A PICTHr IIID - Q N i-^^n\byy 1 PIH2' H v h 6" IN 12" 0 Z 12s CHI NEY 2"X10"R 3-2"X4" POST\Q '.R� 0 No 17 71 4-4 O RIDGE ^': Z I� W V RIDGE ,v 2"X10" RR @ 16" OC \, RIDGE \ 1 3/4"X14" LVL yA sa 1 3/4"X14" LVL 22+ Yq V 2+ y/'O UJ Z 2"X10" RR @ 16" OC 91 1? � DA </Z LINE OF PTCH CHANGE Z 2"X8" RR �' x v THIS AREA .? x ONLY r� m Lq + Pv nn C4 (FLOn /i u +? m w 00 msY%RR®1BOC 2WRRGIVOC ry X o N V V w 2"X8" RR @ 1 5" OC r 2"X8" RR @ 16" OC Fw U� c�O 2"X1 P'RR@ifi"OC 2"X10"RR@16"OC � O � I i' GENERAL ROOF NOTES: 1) MAIN ROOF PITCH TO BE 12:12 UNLESS NOTED TYPICAL ROOF FRA+,„v 1 2) MAIN PLATE LINE TO BE 9'-0" UNLESS NOTED. RIDGE AS NOTED `sF ms"'' y"' 3) SUPPORT RAFTERS BY CONT. BRACING FOR HORIZONTAL 2"X6"@16"O.C. COLLA 0rESS0 % _ SPANS OF 15'-6' OR GREATER. R R. AS NOTED 4) SUPPORT ALL HIP, VALLEY, AND RIDGES @ 8'-0" O C. MAX ASPHALT ROOF 5) ALL RAFTERS TO BEAR ON SECOND FLOOR WALLS WHERE APPLIACABLE 30LB FELT PAPER TYPICAL / / O 6) FASCIA OVERHANG TO BE 12" TYPICAL UNLESS NOTED ON ELEVATIONS. R-3 PLYWOOD NSULATION TYPIC O CNG NP, N ATTIC o ROOF PLAN SCALE 1'= 3/16" 11"X6' (FACIA BOARDPIAL Io GENERAL NOTES: REFER TO SPECIFICATION PAGES FOR DETAIL AS REQUIRED. GENERAL FRAMING NOTES. '0 ? NOTE: SEE SPECIFICATION PAGE FOR NPICAL HURRICANE FASTNERS 1) PROVIDE INSULATION BAFFLES AT SAVE VENTS BETWEEN RAFTERS. It o w 2) PROVIDE 2"X6" COLLAR TIES AT 48" O C. NP. m a w O a a I T' i V, � if Y if Fit 1— F �Zft, n.: IF I "I 1� 1 90 FL. it if 1 2f 11 ki� IF -J] "JF FIf t j It - ----- I'LL, Fi JK,� 't.Ii �14 `41 \KJ 14 11, I F it t 1-ja it It se la son son lme .2.3 MHR 111 � �1aI1n oolon■w olc Iowl SoNi l [REM n :iii!Au ji I o FRONT ELEVATION SCALE V 3116" GENERAL NOTES= REFERTOSPECIFICATION-U- DF PAGES F R _TF AS REQUIRED. . NOTE: SEE SPECIFICATION PAGE FOR TYPIC \KJ 11, I it t 1-ja son son lme .2.3 MHR 111 � �1aI1n oolon■w olc Iowl SoNi l [REM n :iii!Au ji I o FRONT ELEVATION SCALE V 3116" GENERAL NOTES= REFERTOSPECIFICATION-U- DF PAGES F R _TF AS REQUIRED. . NOTE: SEE SPECIFICATION PAGE FOR TYPIC E, r 5-, 7-: H,ryr :, t: '.' .:•. _ :...,v :,.` E: jy l�F1'1 4 ..S a��' L C� {. L''.,x�J'�' '�}9 "'A"'�l. .g -i .. ,; ; :1 .�:,.:'.-. '" ,.' „ .. .. ',. ' .,.. ".: .,. .'':, '.,'•rS _.! avis _ r Wr-,'.iy ,� e�"'t �� ,t � '-c�a �" �j:�' 'k'_• A"-'�P-.�iY ,t �r Al .-� ':C+1 OKI LIT pw R I IT I 1µ ( Y i b Tl _ TT 1.- FOR TYP. DECK DETAILS SEE SPECS. FOR FASTNERS.SEE SPECS'. RIGHTELEVATION SCALE V=3116' GENERAL NOTES: REFER TO SPECIFICATION PAGES FOR DETAIL AS REQUIRED. NOTE: SEE SPECIFICATION PAGE FOR TYPICAL HURRICANE FASTNERS {4i W Hz zo N t IT r -. 1 FOR TYP. DECK DETAILS SEE SPECS. FOR FASTNERS.SEE SPECS'. RIGHTELEVATION SCALE V=3116' GENERAL NOTES: REFER TO SPECIFICATION PAGES FOR DETAIL AS REQUIRED. NOTE: SEE SPECIFICATION PAGE FOR TYPICAL HURRICANE FASTNERS {4i W Hz zo N TYPICAL ROOF FRAME RIDGE AS NOTED 2"X6"@16"O.C. COLLAR TIES FASTNER ATY Z. R.R. AS NOTED ASPHALT ROOF F(E� 30LB FELT PAPER TYPICAL F F�� 5/8 " PLYWOOD SHEATING TYP. 3-2"" „�O% POST TO RIDGE 1-30 X6" FACIA X10 FACIA BOARDPICALINATTIC \ 2"�1 CJ TECO TYPE FASTNER B TYP. 3/4" X 14" LVL 5/8" G.W.B. ON WALLS AND CEILING TAPED AND SANDED TYP. 5/8 G.W.B. ON WALLS AND CEILING TAPED AND SANDED TYP. 2"X10" ROOF RAFETR @ 16"OC FASTNER B TYP. ILIN JOIST 3-1 3W' X 11 7/8" LVL HEADER PORCH GREAT ROOM 6"X6" STEEL COLUMN TYP. TYPICAL WALL \3MW' EXTERIOR WALL 2"X6"@16"0.C' 5/8" PLYWOOD SHEATING TYP. Doo TYVEC VAPOR BARRIER EXTERIOR 2-2"X6" PLATE TYP. R-19 INSULATION TYPICAL 2"X10" CCA FJ @ 16" O. 3/4" T.G PLYWOOD FLOOR WI 40 11 7/8" 16" OC TGI 2-2"X12" CCA GIRDER — W/ G.C.B TO COLUMNS – TECO TYP. 1" RIM BOARD 2712" CCA LEDGE FASTNER G TYP. FASTNER E TYP. %OSTW/4"X4"MIN. R-19 INSULATION TYP 12"x3' MIN. SONOTUBE FOOTING TY BIG FOOT 28 TYP. FOR TYP. DECK DETAILS SEE SPECS. FOR FASTNERS SEE SPECS. DAMP PROOF BELOW GRADE 8" P.C. FOUNDATION 4" CONCRETE SLAB W.W.M. VAPOR BARRIER AS REQUIRED 8"X16" P.C. FOOTING A-7 SECTION SCALE 1/4" =111 3/4" T.G PLYWOOD WI 40 117/8" @ 16" 0.( 2-2"X6" PLATE 1"X11 7/8" RIM BOARD R-19 INSULATION TYP FASTNER E TYP. DAMP PROOF BELOW GRAI 8" P.C. FOUNDATION— 4" CONCRETE SLAB W.W.M. VAPOR BARRIER AS REQUIRED 8"X16" P.C. FOOTING SECTION DETAIL 1-7 SCALE 1/411=111 0 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 state 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 consbudion meets or exceeds current federal, slate, and local codes, ordinances and regulations, 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 drawings (do not scale drawings) 5. The designer has not been engaged for construction supervision and assumes no responsibility for mnslruchon coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for 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 far 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 meats 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 toile requirements as per Section R317, New York State Residential Construction Code Install canton 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 an undisturbed soil. 3 Provide %" expansion joint material between all concrete slabs and abutting concrete or masonry walls occurring In exterior or unheated interior areas 4. Concrete on 4" send or gravel fill minimum, with 6x i -1 W 10 wire mesh reinforcing Interior slabs to be placed on 5 mil stabilized polyethylene vapor barrier 5. Provide crawl space ventilation per local code requirements. S. General contractor to Install cop -r -lex (or copper) sheet metal lean ie, shields between all wood surfaces that are exposed to concrete or masonry surfaces. 7. Dampproof exterior of foundation with a bituminous coating as per toile and soil 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 :S' gypsum board with metal corner reinforcing. Tape, float, and sand (3 mats). 3. Wells common to garage and house to have a layer of 518", fire rated gypsum board at garage side with F -D" return on adjacent walls and ceiling. Manufactured lumber requires 2layers of 5/8", fire rated gypsum board. 4. All bath and tails[ area walls and callings adjacent to and areas to have water resistant gypsum board, or wall the set an wondemoard or equal. DESIGN LOAD CALCULATIONS NAIL QUALITY NAIL SPACING MING MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (lbsfl OF NAILS R BALCONIES SO PER RAPIER 4B ITHOUT STORAGEITH PER RAFTER STORAGE 40 (OTHER THAN SLEEPING ROOMS) 40 G ROOMS F PERJOIST OISTTO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 CALCULATION OF DEAD LOAD OIST LAPS OVER PARTRIONS FACE NAILED WEIGHTS OF MATERIALS REFERENCED TO A.I A C URAL GRAPHIC STANDARDS EACH LAP IE TO RAFTER FACE NAILED SNOW PER TIE GROUND SNOW LOAD 45 lbs EACH END RIM BOARD TO RAFTER END NAILED SEISMIC EACH END DESIGN CATEGORY B 4 TOP PLATE TO TOP PLATE FACE NAILED WIND PER FOOT WIND SPEED 120 mph EXPOSURE CATEGORY IS GENERAL FRAMING NOTES 1. All walls, 2.4 and 2x6, to be stud grade or better 16" olc All other framing material to be M2 douglas fir or better 2 All wood Gaming 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 blacking at a maximum of 8'-0" o/c for all dimensional lumber floor joists. 5. Floor construction. W tongue and groove plywood subiloor. 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 m (2) 2x10 unless otherwise specified 7 Provide full solid blocking under all bearing walls. 8 All beams to have adequate bearing at each end or as specified 9. All gush beam and joist Intersections to have galvanized hangers 10. Typical exterior walls and roof to be sheathed with W- exterior grade plywood or 7/16" OSB plywood, group 1, APA rated. Plywood to span over all plates and headers. 11 Provide insulation baffles at save 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 roof 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 am cut during the Installation of plumbing fixtures or equipment provide bracing to tie framing bark together. GENERAL HVAC SYSTEM NOTES 1. Mechanical subcontractor is responsible for adhering to all applicable codes and safely 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 Contraction Fasteners and Connectors for Wood Frame Construction . A continuous load path between footings, foundations walls, floors, studs and roof laming shall be provided L Approved connectors, anchors and other fastening devices not included In the Standard Building Code, Table 2306 1 shall be installed in accordance with nanufadurer's 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 3alvanized 4. Where windows and doors Interrupt wood structural panel sheathing and siding, framing anchors or connedais shall be provided at the tap 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 1 x6 or 2.4 lumber is located In upper third of attic space and attach to each pair Uplift connectors shall be provided at each rafter bearing Floor to Boor hold-downs to be provided every 48, and every 16" within 4' of exterior S. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation with anchor bolls having a min. bolt diameter of 5/8" and T x 3" x 1/6" 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 embedmentof 7 Inches In concreted masonry foundations. Anchor bolls shall be located within 12 inches of comers and at spacing not exceeding 4 feet on center_ [THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT CIFICALLY WRITTEN FOR THIS PLAN THEY ARE TO BE CONSIDERED AS ERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR ERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. (NAILING SCHEDULE TABLE 3 1, INCLUDING 3 3 AND 3 9 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL INT DESCRIPTION NAIL QUALITY NAIL SPACING MING SPAN (ft( OF NAILS O TOP PLATE TOE NAILED 8'8"WALL 38d PER RAPIER 36 10'4. WALL "d PER RAFTER IST TO TOP PLATE TOE NAILED 7TO�FMR 8'4" WALL. 3-Bd PER JOIST 412 117 "WALL 441d PERJOIST OISTTO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP OIST LAPS OVER PARTRIONS FACE NAILED SEE TABLE 37 EACH LAP IE TO RAFTER FACE NAILED SEE TABLE 34 PER TIE TO RAFTER TOE NAILED 28d EACH END RIM BOARD TO RAFTER END NAILED 2-1U EACH END WALL FRAMING 20 4 TOP PLATE TO TOP PLATE FACE NAILED 2-161 ' PER FOOT TOP PLATES AT INTERSECTIONS FACE NAILED 4-16d JOINTS - EACH SIDE STUD TO STUD FACE NAILED 2-16d 2P OIC HEADER TO HEADER FACE NAILED teal 16" G/C ALONG EDGES TOP OR BOTTOM PLATE TO STD END NAILED 2-16d PER 2X4 STUD 316d PER 2x6 SND 4-16d PER 2XB STUD BOTTOM PLATE TO FLOOR JOIST, 24 5 BANDJOIST, END JOIST, OR BLOCKING FACE NAILED 2-16d '- PER FOOT FLOOR FRAfill 32 fi JOIST TO SILL, TOP PLATE, OR GIRDER TOE NAILED 48tl PER JOIST BRIDGING TO JOIST TOE NAILED 28d EACH END BLOCKING TO JOIST TOE NAILED 28d EACH END BLOCKING TO SILL OR TOP PLATE TOE NAILED 3.16d EACH BLOCK LEDGER STRIP TO BEAM FACE NAILED 316d EACH JOIST JOIST ON LEDGER TO BEAM TOE NAILED 3-sd PER JOIST BAND JOIST TO JOIST END NAILED 3-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-16d PERFOOT ROOF SHEATHING STRUCTURAL PANELS 4' PERIMETER EDGE ZONE - iG OIC - E AT PANEL EDGES AND AT INTERMEDIATE SUPPORTS IN THE Oil PANEL FIELD INTERIOR ZONE - i6" OIC - W AT PANEL EDGES AND IT Etl AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD FOR ROOF SHEATHING WRHIN 4'8" OF THE PERIMETER EDGE OF TUE ROOF, INCLUDING 4'4Y' ON EACH GIME OF THE ROOF PEAK, THE 4'-D" PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS T EDGE / 1g' FIELD WALL SHEATHING STRUCTURAL PANELS Sal 4' EDGE ZONE -16' OIC - 6' AT PANEL EDGES AND 12' AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD Sd INTERIOR ZONE -1fi"OIC- 6" AT PANEL EDGES AND 12' AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD PANELS 7117 fid 3' EDGE / B' FIELD 2M32' ed 3" EDGE I6" FIELD LBOARD W COOLERS T' EDGE / 1D' FIELD ad 4'EDGE ZONE - IWO/C- WAT PANEL EDGES AND 1T AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD LFLOORS�THING SO INTERDR ZONE -16" O/C - W AT PANEL EDGES AND 12" AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD PANELS -1' OR LEGS Bit T EDGE 112 FIELD TABLEIA 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 36 16 4 8 20 5 412 24 fi B 28 z a 32 e 36 3 5 12 12 3 912 16 4 4 20 4 3 24 5 4 2B 6 32 7 36 7 612 12 3 16 3 20 4 24 5 28 5 32 fi 36 7'12-12:12 12 2 16 3 20 4 24 4 28 5 32 1 36 6 TABLE 3.7 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL nu 11 Fulc ROOF PITCH ROOF SPAN SEVERE FROST LINE DEPTH 3-0' TERMITE 2 201 2B 36 3'12 5 8 11 14 412 4 8 B W z a 2 3 4 5 6 912 3 3 4 5 2:12 3 3 3 4 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WEATHERING SEVERE FROST LINE DEPTH 3-0' TERMITE IMODERATE IO HEAVY DECAY SUGMIO MODERATE WINTER DESIGN TEMP N ICE SHIELD UNDER- LAYMENT REQUIRED AS PER MANUFACTURERS SPECIFICATONS/STAT CODE FLOOD HAZARDS ltiJ3�� li I I iIVP j ILU OI z �Ir, a W z a 0 � ❑ 17 a Z r W v W d W ❑ to > z W J z N STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION FOR WALL OPENING PROTECTION OFI. MPR 35ECONG'MND GUSTS (MAXIMUM MEAN ROOFHEIGHT 35'1 MULTIPLE SECTION ASSEMBLY. 1/4" THICK BOLTS @ 2' OC SHUTTER ASSEMBLY Ill N.T.S. FOR PANEL SPANS: 0 <W.0" WIDE SPAN TABLE 1509.1.4 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 w/ #8x3" (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/ #1 Ox 1 Yz" (W/ WASHERS) MACHINE BOLT @ 12" O C WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF, 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" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 12" 0 C ALTERNATIVE FOR OPENING PROTECTION WOOD STRUCTURAL PANELS WITH A MINMUM THICKNESS OF LIE• AND MMMUM PANEL SPAN OF E'fl SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GIA2ED OPENWGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 160314 AND 1EW B 5 AMC TABLE MISS 14) TABLE 1609.1.4 WWDBORNE DEBRB PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS A THIS TABLE IS BASED ON A MANMUM WIND SPEED (3 SECOND GUST) OF 1. MPH AND MEAN ROOF HEIGHT OF V4F OR LESS B FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF ME WOOD STRUCTURAL PANEL C WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY I STUCCO, THEY SHALL BE ATTACHED UFLUING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM W IMDRAWL CAPACITY OF 40 LB5 'WINDOW AND DOOR SCHEDULE SYMBOL MODEL NO. WINDOW TYPE CLEAR GLASS OPENING A •TAI 30152 Double Hung SAB FASTENER SPACING (INCHES) FASTENERTYPE PANELSPAN< 2'-0' Z-0' -PANEL SPAN <4'-0' 4'tE<PANEL SPAN <8'11' E'-0•<PANEL SPAN <&y 2112' 16 WOOD SCREWS II U`Iz F Y OD 2112' M WOSCREWS II 19 16 12 A THIS TABLE IS BASED ON A MANMUM WIND SPEED (3 SECOND GUST) OF 1. MPH AND MEAN ROOF HEIGHT OF V4F OR LESS B FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF ME WOOD STRUCTURAL PANEL C WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY I STUCCO, THEY SHALL BE ATTACHED UFLUING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM W IMDRAWL CAPACITY OF 40 LB5 'WINDOW AND DOOR SCHEDULE SYMBOL MODEL NO. WINDOW TYPE CLEAR GLASS OPENING A •TAI 30152 Double Hung SAB EFFECTIVE PRESSURE REQ'D DESIGN DESIGN PRESSURE AREA WIND AREA ZONE PRESSURE RATING 1203 20 5 259 -347 50 B •TWXW6 Owbl. RUN 770 1031 573 5 25.9 347 50 C "TW2852 Double Hung 586 1048 588 5 25.9 -34.7 50 D USE E 2 F 32' G H 2322 BASEMENT CONSTRUCTION 2322 K L 686 M N O P 5330 112 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION ALL WINDOWS 10 BE ANDERSENCALCULATION FOR Upo _ _ _ _ OP UPGRADE COEFFICIENT 150 WITH II120 mph BASIC W ND SPEEDS AS ER E _ MEETS NY STATE EGR KR _ E_66_ R_ EO_ UIREMENTS__ TABLE R 301 2(2) NEW YORK STATE BUILDING CODE 'FOR HABITABLE SPACE TIONS WAI I OPFNINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE519' WOODBGTRDCTIRACPANELS WM MMMUM OF B'JO" SPAN FASTENERS FOR SPANS UP TO B'-0" SHALL BE 2112 -#8 WOODSCREWS AT 16" OIC FASTENERS_ FOR SPANS UP TO 840" SHALL BE 2112' -#B AT 1701C. TABLE 301-2.1.2 ALL NARROUNE WINOOWS MUST USE 112' HEIGHT SILL STOP EOR STOOL) AND THE ADDITION OF A 112 xWC OP UPGRADE SILL STOP. (SILL STOPS TOTAL A 1-114' HEIGHTAND REQUIRE TIE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP K¢) ALL UNITS MUST MEETOR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED 15 TIMES THE DESIGN PRESSURE REQUIRED AND MUSTTRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE ALL EXTERIOR -1 GLALNG MUST MEET ASTM E 19% MST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE ''REFER TO SECTION R 1609.1.4 FOR ALTERNATIVE OPENING PROTECTION IJ BUILDING DEPARTMENT CRITERA 1 JOCCUPANCY CLASSIFICATION R-3 RESIDENTIAL - SECTION 310 BUILDING CODE N.Y.S. USE DWELLING UNIT- SECTION 310 - 310.2 2 HEIGHT 32' FIRE AREA (sf 2322 BASEMENT CONSTRUCTION 2322 FIRST FLOOR CONSTRUCTION 686 SECOND FLOOR 5330 TOTAL 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN - 1995 WFCM HIGH WIND EDITION 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS 6 DESIGN LOAD CALCULATIONS SEE PLANS 7 WINDOW AND DOOR SCHEDULE SEE PLANS 8 LOAD PATH SEE PLANS 9 NAILING SCHEDULE PAGES 8, 9 &10 10 EGRESS SEE DOOR AND WINDOW 111 PLUMBING RISER DIAGRAM N/A 121 FIRE PROTECTION ISEE FLOOR PLANS •.��Fss1o�� i ✓ j 10 ID N O coro O_ 7 Z r v a wv to ?p •.��Fss1o�� i ✓ j 10 ID N O coro O_ 7 Z r v a wv to RIDGE RAFTER O USP RS250 AT 21 �1 RAFTER/RIDGE/RAFTER MTH CT U RIDGE RAFTER O USP RS250 AT 21 USP LS OR TMU IES Al RAFTER/RIDGE/RAFTER WIOCT 2ND. FLOOR WALL 2ND. FLOOR PLATE SUBFLOOR RIM BOARD USP KLFTA 1ST. FLOOR TOP PLATES IST FLOOR WALL STUD D FLOOR TO FLOOR RAFTER/PLATE/STUD 2ND. FLOOR WALL STUD 2ND. FLOOR PLATE SUBFLOOR RIM BOARD USP RS250 AT 36' IST. FLOOR TOP PLATES 1ST FLOOR WALL STUD D FLOOR TO FLOOR RAFTER USP RT16 0 TOP PLATE USP RS250) WALLSTUD RAFTER/PLATE PLATE/STUD IST. FLOOR WALL STUD— I10 1ST. FLOOR PLATE SUBFLOOR — USP RS250 AT 36' RIM BOARD DOUBLE SILL PLATE FOUNDATION WALL I --G STUD/PLATE/SILL KING STUDS STUD HEADER - USPRT3 - USP RS250 AT 12' JACK STUDS -- p HEADER/STUD HEADER/JACK 1ST. FLOOR WALL STUD 1ST. FLOOR PLATE- SUBFLOOR --- USP RS250 AT 16' - RIM BOARD -- DOUBLE SILL PLATE USP MP6F -- FOUNDATION WALL STUD/PLATE PLATE/SILL 2xv6u�Dim- L�6MplKD PC.- TVP. DECK DETAIL 1XS OR 2X/ - 1S- OIC COLLAR TIES MIN POST USP CI P.C. F( G POST ANCHORFOR COVERED PORCHES POST — CONNECTION FUSP PRODUCT NUMBER A RAFTEFURIDGE/RAFTER WITH CT • RS250 R1" USP PAU RAFTER/RIDGE/RAFTER WITHOUT CT RS250 21'+LSSHiTB B RAFTER/PLATEISTUD RT20 RAFTERIPLATE RTI 6 01(2)RTI P.O. FOOTING— PLATEISTUD RS250 10- C HEADERISTUD RTO HEADERIJACK STUD RS250 12' D FLOOR TO FLOOR KLFTA or RS25006' E STUDIPLATEISILL RS250 SO- STUDIPLATE RS25D 15' PLATEISILL RISE F ANCHOR BOLTS STB16 G POSTANCHOR FOR DECKS PAU SERIES FO POST ANCHOR FOR CO VERED PORCHES CBE BERIES 1XS OR 2X/ - 1S- OIC COLLAR TIES MIN POST USP CI P.C. F( G POST ANCHORFOR COVERED PORCHES POST — USP PAU c P.O. FOOTING— dI f m r,Q 1611 a n'9OFESSt13N G POST ANCHORS FO DECKS N N