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30274-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31457 Date: 03/01/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 870 RAMBLER RD SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Nap No. 473889 Section 88 Block 5 Lot 19 Subdivision Filed Nap No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 31, 2004 pursuant to which Building Permit No. 30274-Z dated APRIL 30, 2004 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 ONE FAMILY DWELLING WITH COVERED FRONT AND REAR PORCHES AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to JEFF HALLOCK (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0148 02/22/06 ELECTRICAL CERTIFICATE NO. 97944C 02/23/06 PLUMBERS CERTIFICATION DATED 01/19/06 THREE B'S PLUMBING & HEAT 5 u orizAd Si nature Rev. 1/81 J • FormNo.6 GsZ V;--1-- TOWN OF SOUTHOLD 4 BUILDING DEPARTMENT TOWN HAIL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2i 10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: �� Old or Pre-existing Building: (check one) / Location of Property: f-70 /2 A e., 8 L 1e.2 ;k� � �,�k��r��[ 11,F7/ House No. /Street Hamlet Owner or Owners of Property: 'J�FF Pe-l6Gk Suffolk County Tax Map No 1000, Section S( Block Lot l _ Subdivision Filed Map. Lot: / Permit No. 30,17 y a Date of Permit. —Applicant: 2* 4-L D /2 . COWWj& Px C_0 Health Dept. Approval: Underwriters Approval: t// T Planning Board Approval: _ Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Co 2- 31 �-{S7 Applicant Signature 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. 30274 Z Date APRIL 30 , 2004 Permission is hereby granted to: JEFF HALLOCK 101 A SECOND STREET SO JAMESPORT,NY 11970 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED 2 CAR GARAGE, COVERED FRONT & REAR PORCHES & DECK AS APPLIED FOR (4 BEDROOMS PER SCHD at premises located at 870 RAMBLER RD SOUTHOLD County Tax Map No. 473889 Section 088 Block 0005 Lot No. 019 pursuant to application dated MARCH 31, 2004 and approved by the Building Inspector to expire on OCTOBER 30 , 2005 . Fee $ 1, 744 . 80 / C-A'6: Authorized Signature ORIGINAL Rev. 5/8/02 Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 2/23/2006 375 Dunton Avenue 97944C East Patchogue, New York 11772 (631)286-6642 Issued To: Jeff Hallock Builder Inc. Street: 870 Ramblers Road Village: Southold Zip: 11971 Town: Southold Section: Block: Lot: Contractor: Brite Star Electric Lic. # 3398-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool A 1st Floor ❑X Indoor [XJ Basement ❑ Hot Tub X❑ Residential ❑ Det.Garage [K] Attic X❑ 2nd Floor X❑I Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 53 69 55 11 2 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1/20 1 20 1 GAS 1 GAS Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 X 3 By Others Meter Amps Phase UG(OH Jacuzzi Television CO Detector 1 200 1 ❑X 1 Bldg. Permit: 30274 Other Equipment il 1- 200 Amp Main Breaker Panel / 2- Garage Door Opener Receptacle / 2-40 Amp A/C Hu o S. rdi Disconnect/2- 15 Amp Air Handler 9 Disconnect / 1- 20 Amp Well Disconnect President Rough Inspection: 08/04/2005 Inspector: John McMahon III Final Inspection: 02/20/2006 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. Illr/\�%gf FUt,�'O • ��O cGy o � 1 own i irm, 53o95 Mnln Rood rpq x F-x (5 IF) 765-1823 P. O. Box 1 179 • ye Telephone (516) 765-1802 Southold, New Yoik 1 1971 OrF IGE Or THE BUILDING INSPECTOR TOWN Or SOUTHOLD C E It '1 1 C• 1 C n T 1 o N U11TE: January 19 , ?006 Building Permit- No. 3 ,I� 7 y — Owner: __1 C- (please prinL) Plumber: Three B' s Plumbing, Heating & A/C Corp. (please prinCj I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Plumbers Signature) Sworn to before me this 19th day of January , rq 2006 Notary Public, Suffolk County !1100- M. Roach, Notary Public,State of New York N0.4826942 Qualified in Suffolk County Commission Expires January 31,20LO f JANIFS.I. DEF.RKOSKI, P.F. B 2 3 260 Deer Drive Nlattituck, N.Y. 11952 (631) 298-7116 ---—» Date: February 27, 2006 To: Town of Southold Re: Strapping%Framing/Pltlmbingilnsulatiou Inspections Jell'Hallock 870 Rambler Rd. Southold, NY Permit# 3027 I/_ To V111olu It May Concern: This letter certifies that all wind strapping on the above mentioned prgiect is in tact, aiul tweets all state and local building codes. A Framing%Plumbingilnsulation Inspection was also Pcrfiaimed on this StrUcttlre, and all fraiuing, Insulation, and Plumbing was done correctly and also mets all state and local building codes. A pressure test was also perfixuted on the wasteiwatcr plumbing systems. Ann, questions please Feel free to call. r. -�, OF WEW Y t 3.DEE9 �q g�.6 �0LO Stnccrcl} a to N f' Jui'les,T. Diticrkoski P.E. . 07 AdFESSI I �tf soli p 6 f F TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 56L [ ] FRAMING / STRAPPING [ FIN L [ ] FIREPLACE & CHIMNEY [ ] FIRES INSPECTION REMARKS: DATE INSPECTOR 76S-1802 BUILDING DEPT. INSPECTION [ ] F NDATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C=-r/ - DATE © INSPECTOR f 76S-1802 BUILDING DEPT. INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ) FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: - 1 DATE ` INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS �}) FOUNDATION(IST) a ----------------------------------- - � G FOUNDATION(2ND) o J r4C21G v y ROUGH FRAMING& PLUMBING L m INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS d ` 1A m A d 0 O O z JCS O S Cil O � U' x TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following fore applying? TOWN HALL Board or--- -h- SOUTHOLD, NY 11971 4 sets of Building Plans ✓ TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey vvivw. northfork.net/Southold/ PERMIT NO. 39�17`f 13f Check-A (�I Septic Form_ N.Y.S.D.E.C. TnystQe Examined 1' 20 0 Contact: /�� Approved 200 Mail to: �Me4Lb 1Z�CO•✓No� Disapproved a%c_ _ 37s cJA'f�E/L TCQR/}t.0 5pt. V. Phone:t.S7)(°� Expiration—__LO OS' Building Inspector APPLICATION FOR BUILDING PERMIT Date 3 -31 20OV INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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.Vo building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a orporation) l 3 .7S wlk T-CoAcL SauF(.ald , AJV, )/ 97/ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 714J�V,6 CAd et,J7�1D£sryUs 27AJ / Name of owner of premises J F /�k ILIO G� /0 / }l •S,4— co i j S+- SO. AIWA&3 ppn7' //9)p (As on the tax roll or latest deed) V I plicant I a co oration, Signa of lypautho zed officer (Name and title of-corporate o c� 1 Builders License No. oZ G 0 Plumbers License No. Electricians License No. aJ1 t+ C., Other Trade's License No. 1. Location of land on wnh proposed work will be done: CIM6 Ji Rd, House Number Street �1[ Hamlet q County Tax Map No. 1000 Section D " Block Lot Subdivision_ Filed Map No. Lot (Name) State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy S/N If, kMt t w LL t +O 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work }� (Description) 4. Estimated Cost �{ a u�,8a'D Fee ' (To be paid on filing this application) 5. If dwelling, number of dwelling units--I Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories in � r 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 30 je+- Number of Stories 9a 9. Size of lot: Front Rear Depth 10. Date of Purchase �- D Name of Former Owner l7'ELEAI 11. Zone or use district in which premises are situated 1243 , d U,041 at. f 12. Does proposed construction violate�rry zoning law, ordinance or regulation? YES_NO 13. Will lot be re-graded?YES_vNNO Will excess fill be removed from premises? YES L"NO_ Tfti,- srvi;F- 14. Names of Owner of premises TL Ff i'4/6t k Address 101 R -axj AV, Phone No. %D. -31.1 je 1 Name of Architect fjjT h cAN Address PUN Pyyi Ew Phone No 7 - I F 6`2- NameofContractor t ( �ddress37rwArC&'r9ARAGEPhoneNo�C16) 6a 'RY'L-L S0'Aitro 16. 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 ) Q �bp U&L D 4.rD N o/0 LL ��l being duly swom,deposes and says that(s)he is the applicant (Name of individual signing co tract)above named, (S)He is the /7921$1 1), ,df- is F b 4 T (4111 101A 6, C4.4 p,�ADES / ws _Zwc' (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. Swora,to before me this l dam of 20t�) y Notaryublic Signature of Applicant PATrMAACORMN NfP ��thofN wY�t OuWW in UK ComnbwEgkuSopt�a ?rO4S:' EAST END DESIGN ASSOCIATES rac custom residential&commercial design•site planning I March 1,2005 mAR Town of Southold Building Department i Main Road Southold,NY 11971 Ref: Building Permit#30274z Jeff Hallock 870 Rambler Road Southold,NY. 11971 To whom it may concern, This letter is to notify you that the East End Design Associates Plan#846-2004 dated 02-18-04 shows an open deck on the back of the house @ 14'x40'-2"was not built as of the above date. Building of this deck after the issuing of the C.O.on the house will require the owner of the residence to file for a deck permit as per the Town of Southold Building Code. Very truly yours, Brett D. East End Design Associates,LLC. 5130 Main Bayview Road, PO Box 1675, Southold, New York 11971 phone: (631) 765- 1862 e-mail:CArm8888Qaol.com fax: (631) 765-6820 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 03/31/04 Receipt#: 0 Transaction(s): 3a�q Subtotal 1 Septic Permit- Construct- Resid. $10.00 1 Septic Permit-Construct- Resid. .j- 19 $10.00 Cash Total Paid: $20.00 Name: Connolly, Doanld R. 22 Centerbarden Blvd Yaphank, NY 11980 Clerk ID: LBOHN Internal ID:91592 s y Applicant/ Owners Name: Date. Architect/ Reviewed: / Cngineer: pate SCTM M: ---_ Submitted: ~�'.31,14 District: 1.000 Section: Block: Project Location: 7y rQ_ Subdivisiot Nance: Sin&Ic d separate Required _ ccrltfication: e Rcy. _ _ eReq.Dis�rim (I,otsiztec ov( Acua /l tcy• ( cragc SRr ropuxr ( ronPard Proposd: Req. ,roosd �y—tpL �-1 (Rear Yard -� 3 Prolwscd C Project Description: 4 AGENC I? .RMTTS •`'``�,`—�� Fvrryye_it . IY$ NO YES !;UI —be r Suffolk County Health Dept. 77 / New York State D. E. C. ✓ Town Trustees 'Town Zoning Board approval: i Town Planning Board approval: Flood Plane Elevation??? Flood Zone: r w it NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 --'Wind Speed: 120MPH Seismic Design Category: 13�" Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M i Design Temp: 11 T Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/1� 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 DE#1 Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AN BOOR SCHEDULE: MIC -A.T T REQUIREMENTS: Y/N� l ESS 5.7 S.F.: Y/N L113HT 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 CERTIFICATION: Y/N "NERGY CALLS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) BUILDING PERMIT EXAMINER CHECKLIST • DATE REVIEWER: —/—/04 APPLICANT: DATE SUBMITTED: —/—/04 } SCTM# DISTRICT: 1,000, SECTION: , BLOCK: , LOT: SUBDIVISION: ADDRESS: CITY: 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/0 Z- ,INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1 REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE ACT. SIDE REQ, REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: ARCHITECT/ENGINEER: WATER FRONT? DESCkIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED #): DTE: _/_/ PERMIT#: TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PIP-DEC EC 9/1/75 YES or NO DTE: _/ /_ PERMIT #: SOUTHOLD TOWN TRUSTEES: YES or NO DTE: _/ /_ PERMIT#: TOWN ZONING BOA�D-APPROVAL: YES or NO - DTE: —/—/— PERMIT#: TOWN PLAN. BOAR/ PPROVAL: YES or NO/ DTE /_/_ PERMIT#: TOWN HISTORICAL/PRE (SPLIA): YES or Nth t, NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. (— SF)- -SF)= SFX$ =$ +$ +$ _ $ 2. (—SF)- ( SF)= SFX$ =$ +$ +$ _ $ 3. (—SF)- (— SF)= SFX $ =$ +$ +$ _ $ FINAL TOTAL: $ - 4 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le Data filename: C:\Program Files\Check\REScheck\D&T NORTH.rck PROJECT TITLE: D&T UNIQUE COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric DATE: 04/01/04 DATE OF PLANS: 03-01-04 PROJECT DESCRIPTION: D&T UNIQUE NORTHERN RESIDENCE RAMBLER ROAD SOUTHOLD,NY. 11971 DESIGNER/CONTRACTOR:- EAST ESIGNER/CONTRACTOR:EAST END DESIGN ASSOCIATES 5130 MAIN BAYVIEW RD. SOUTHOLD,NY. 11971 PROJECT NOTES: ALL WINDOWS TO BE ANDERSEN HP.UNITS LOW"E'GLASS OR EQUAL ALL EXTERIOR DOORS TO BE U40 RATED. COMPLIANCE: Passes Maximum UA=591 Your Home UA=524 11.3%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1538 30.0 0.0 54 Wall l: Wood Frame, 16"o.c. 3541 19.0 0.0 176 Window 1: Wood Frame:Double Pane with Low-E 467 0.340 159 Door 1: Glass 96 0.330 32 Door 2: Solid 43 0.400 17 Floor I: All-Wood Joist/Truss:Over Unconditioned Space 1833 19.0 0.0 86 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge, belief,and professional judgment,such plans or specifications are in compliance with this Co0e. Builder/DesignersDate C`/-02-D d� REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le DATE: 04/01/04 PROJECT TITLE: D&T UNIQUE Bldg. Dept. Use I Ceilings: [ ] I. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: I I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c., R-19.0 cavity insulation Comments: I Windows: [ ] 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: I I Doors: [ ] I L Door L Glass, U-factor: 0.330 Comments: [ ] 2. Door 2: Solid,U-factor:0.400 Comments: I Floors: [ ] I 1. Floor l: All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be l)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: ( ] Required on the warts-in-winter side of all non-vented framed ceilings,walls,and floors. I I Materials Identification: [ 1 I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g.(500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. I Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105°F or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2. Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 LO LO 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Alliance Abstract of New York, Inc. 120 Fourth Avenue • Bayshore,New York 11706 (516)666-4900 Fax:(516)666-6606 Policy Writing Agent For Fidelity National Title Insurance Company of New York VARIANCE SEARCH TITLE NO. : C4132-03S Alliance Abstract of New York, Inc. , hereby certifies to the Town of Southold, Suffolk County, New York, that it has caused a search for conveyances only in the Office of the Clerk of the County of Suffolk against the premises herein set forth from 1/9/1902 to date and the results are as shown on the sheets hereto annexed and made a part hereof. The liability of this company under this certification is limited to $25, 000 . 00 liability. L A TIRADO TITLE OFFICER SWORN TO BEFORE ME THIS I I T�H DAYUNE�7 2003 NOTARY PUBLIC TITLE NO. : C4132-03S 1000 - 088 . 00 - 05 . 000 -019 . 000 SUBJECT PREMISES STEPHEN WALLER DATED: 1/8/1902 ANNIE WALLER ✓✓✓ / RECORDED: 1/8/1902 TO J/ LIBER: 915 JESSE H. TERRY PAGE: 9 JESSE H. TERRY DIED 2/11/19, SURVIVED BY CAROLINE TERRY - WIDOW AND HOWARD H. TERRY - SON. CAROLINE TERRY DIED 1/3/27 . HOWARD H. TERRY DIED 1/6/27, SURVIVED BY MARY TERRY - WIDOW, HOWARD M. TERRY, CAROLINE T. TERRY AND JONATHAN H. TERRY - CHILDREN. MARY TERRY DIED 7/4/34 . HOWARD M. TERRY DATED: 3/20/56 JONATHAN H. TERRY RECORDED: 3/21/56 CAROLINE T. ROSE LIBER: 4086 TO PAGE: 269 HELEN G. COCHRAN HELEN G. COCHRAN DATED: 7/29/68 TO RECORDED: 7/31/68 JOSEPH E . HOFMAN LIBER: 6392 HELEN D. GRELL PAGE : 222 HELEN D. GRELL DATED: 9/25/68 T REC ' D: 10/15/68 JOSEPH E. HOFMA14 LIBER.: 6437 PAGE: 320 L DA TIR.ADO TITLE OFFICER Sworn to before me this /n� H DAY OF E 9003 /q T6 JUN{�-vl-.-c�✓,9-K-e NOTARY PUBLIC BARBARA R4UNWspA Rda vpdk,sbdRwYork TITLE NO. : C4132-03S 1000 - 088 . 00 - 05 . 000 -019 . 000 SUBJECT PREMISES -CON' T JOSEPH E . HOFMAN / DATED: 7/10/95 TO ✓/ REC' D: 7/10/95 TRUSTEES JOSEPH E. HOFMAN LIBER: 11732 THE JOSEPH E. HOFMAN LIVING PAGE: 397 TRUST LAST DEED OF RECORD LIN A TIRADO -TITLE OFFICER Sworn to before me this TH DAY OF JUNE, 2003 NOTARY PUBLIC ujam AlAN0MIS81 iM.rtwaMin TMw4r��tf,2m�s� TITLE NO. : C4132-03S 1000 - 088 . 00 - 05 . 000 -008 . 000 PREMISES ADJOINING ON THE WEST STEPHEN WALLER DATED: 1/8/1902 ANNIE WALLER RECORDED: 1/8/1902 TO LIBER: 915 JESSE H. TERRY PAGE: 9 JESSE H. TERRY DIED 2/11/19, SURVIVED BY CAROLINE TERRY - WIDOW AND HOWARD H. TERRY - SON. CAROLINE TERRY DIED 1/3/27 . HOWARD H. TERRY DIED 1/6/27, SURVIVED BY MARY TERRY - WIDOW, HOWARD M. TERRY, CAROLINE T. TERR'i A[1D JONATHAN H. TERRY - CHILDR.EN . MARY TERRY DIED 7/4/34 . HOWARD M. TERRY DATED: 3/20/56 JONATHAN H. TERRY RECORDED: 3/21/56 CAROLINE T. ROSE LIBER: 4086 TO PAGE: 269 HELEN G. COCHRAN HELEN COCHRAN DATED: 3/18/71 TO RECD: 3/25/71 RUTH McADAMS LIBER 6905 GEORGE F. McADAMS, PAGE: 5 HUSBAND AND WIFE GEORGE F. McADAMS DATED: 5/21/87 TO REC' D: 6/19/87 NANCY ELIZABET de CONCILIIS LIBER 10345 GEORGE McADAMS PAGE: 115 LI DA TIRADO TLE OFFICER Sworn to before me this ( TH DAY OF JUNE, 2003 NOTARY PUBLIC L41A MKVAM ISKI Sir��w��,'Ntt.�1�MM�Ni188 TOM DOW"9124rl � TITLE NO. : C4132-03S 1000 - 088 .00 - 05. 000 -008 . 000 PREMISES ADJOINING ON THE WEST GEORGE F. McADAMS A/K/A GEORGE FRANCIS McADAMS DATED: 9/4/91 TO RECD: 10/7/91 NANCY ELIZABET de CONCILIIS LIBER 11848 PAGE: 235 NANCY ELIZABET de CONCILIIS DATED: 7/21/00 TO REC' D: 7/26/00 SCHEMBRI HOMES INC. LIBER: 12050 PAGE: 326 SCHEMBRI HOMES INC. DATED: 7/3 /01 TO REC ' D: 8/1/01 DAR.YL F. ALEC LIBER: 12133 JENNIFER ALEC, HIS WIFE PAGE: 362 LAST DEED OF RECORD. (J—NLE OFFICER Sv✓orn to before me this ( I TH DAY OF JUNE, 2003 NOTARY PUBLIC MMr1Niro,ftftdMwTwk Tw OeR 1,�o� TITLE NO. : C4132-03S 1000 - 088 .00 - 05 . 000 -020 . 000 PREMISES ADJOINING ON NORTH STEPHEN WALLER DATED: 1/8/1902 ANNIE WALLER RECORDED: 1/8/1902 TO LIBER: 915 JESSE H. TERRY PAGE: 9 JESSE H. TERRY DIED 2/11/19, SURVIVED BY CAROLINE TERRY - WIDOW AND HOWARD H. TERRY - SON. CAROLINE TERRY DIED 1/3/27 . HOWARD H. TERRY DIED 1/6/27, SUP.VIVED BY MARY TERRY - WIDOW, HOWARD M. TERRY, CAROLINE T. TERRY AND JONATHAN H. TERRY - CHILDREN. MARY TERRY DIED 7/4/34 . HOWARD M. TERRY DATED: 3/20/56 JONATHAN H. TERRY RECORDED: 3/21/56 CAROLINE T . ROSE LIBER: 4086 TO PAGE: 269 HELEN G. COCHRAN HELEN G. COCHRAN DATED: 2/27/69 TO REC ' D: 3/11/69 VERNON G. WERMELINGER LIBER 6516 DOLORES J. WERMELINGER, HIS WIFE PAGE: 520 VERNON G. WERMELINGER DATED: 7/26/74 DOLORES J. WERMELINGER, HIS WIFE REC' D: 8/13/74 TO LIBER 7693 PETER JACQUES PAGE: 583 MARY JACQUES, HIS WIFE LINDA TIRADO TITLE OFFICER. Sworn to before me this ( / TH DAY OF JUNE, 2003 NOTARY PUBLIC Lumuffiammw 'dlk lu TITLE NO. : C4132-03S 1000 - 088 . 00 - 05 . 000 -020 . 000 PREMISES ADJOINING ON NORTH PETER. JACQUES DATED: 6/8/81 MARY JACQUES, HIS WIFE RECD: 6/26/81 TO LIBER 9025 MONROE FINK PAGE: 89 /PATRICIA H . FINK ...,PATRICIA MONROE FINK DATED: 08/30/84 PATRICIA H . FINK REC D: 9/6/84 TO LIBER 9635 GEORGE T . HOLLOWAY PAGE: 138 PATRICIA A. HOLLOWAY, HIS WIFE GEORGE T. HOLLOWAY DATED: 2/5/86 PATRICIA A. HOLLOWAY, HIS WIFE RECD: 2/26/86 TO LIBER 9985 GEORGE T . HOLLOWAY PAGE: 522 PATRICIA. HOLLOWAY, HIS WIFE GEORGE T . HOLLOWAY DATED: 10. 31/97 PATRICIA HOLLOWAY, HIS WIFE REC ' D: 11/13/97 TO LIBER 11862 RITA C. BADAMI PAGE: 80 �_ tiG INDA TIRADO TITLE OFFICER Sworn to before me this �9 TTH, DAY OF JUNE, 2003 /NOTARY PUBLIC M�A�AMATANONrSIGI MdWyFdik VAbdN6W PMk $o Sr TITLE NO. : C4132-03S 1000 - 088 . 00 - 05 . 000 -020 . 000 PREMISES ADJOINING ON NORTH RITA C. BADAMI DATED: 5/16/00 TO RECD: 6/15/00 PATRICK J. QUANE LIBER 12049 LAURENE M. QUANE, HIS WIFE PAGE: 119 LAST DEED OF RECORD . (� LI �_ A TIRADO TITLE OFFICER Sworn to before me this 1 TH DAY OF JUNE, 2003 NOTARY PUBLIC BAW MMATAMrfM sf§WYNk TITLE NO. : C4132-03S 1000 - 088 . 00 - 05. 00 -018 . 000 PREMISES ADJOINING ON THE SOUTH STEPHEN WALLER DATED: 1/8/1902 ANNIE WALLER RECORDED: 1/8/1902 TO LIBER: 915 JESSE H. TERRY PAGE: 9 JESSE H. TERRY DIED 2/11/19, SURVIVED BY CAROLINE TERRY - WIDOW AND HOWARD H. TERRY - SON . CAROLINE TERRY DIED 1/3/27 . HOWARD H. TERRY DIED 1/6/27, SURVIVED B'i MARY TERRY — WIDOW, HOWARD M. TERRY, CAROLINE T. TERRY AND JONATHAN H. TERRY — CHILDREN. MARY TERRY DIED 7/4/34 . HOWARD M. TERRY DATED: 3/20/56 JONATHAN H. TERRY RECORDED: 3/21/56 CAROLINE T . ROSE LIBER: 4086 TO PAGE: 269 HELEN G. COCHRAN HELEN G. COCHRAN DATED: 7/29/68 TO RECORDED: 7/31/68 JOSEPH E. HOFMAN LIBER: 6392 HELEN D. GRELL PAGE: 222 c� LII DA TIRADO TITLE OFFICER Sworn to before me this l TH DAY OF JUNE, 2003 s�aawW TITLE NO. : C4132-03S 1000 - 088.00 - 05 .00 -018 . 000 PREMISES ADJOINING ON THE SOUTH JOSEPH E. HOFMAN DATED: 9/25/68 TO RECORDED: 10/15/68 HELEN D. GR.ELL LIBER: 6437 PAGE: 226 LUCILLE SCUDARI, DATED: 6/15/74 EXECUTRIX OF HELEN D. GRELL RECD: 7/1/74 TO LIBER: 7638 /r SOPHIE HOFMAN PAGE: 349 SOPHIE HOFMAN DATED: 7/10/95 TO RECORDED: 7/10/95 SOPHIE HOFMAN AND LIBER: 11732 JOSEPH HOFMAN PAGE: 398 THE SOPHIE HOFMAN LIVING TRUST AND TRUSTEE DIANE L. MOORE (FIRST SUCCESSOR) AND BRIAN T. HOFMAN (SECOND SUCCESSOR) LAST DEED OF RECORD. 0 DA TIRADO TITLE OFFICER Sworn to before me this I TH DAY OF /JUNE, 2003 NOTARY PUBLIC BARBARA MAtAHOWSKl NdW Pvbk,Sbb dNWYS* E Sv" ,N&jl BISB t«. Oct S,Z�r TITLE NO. : C4132-03S PREMISES ON THE EAST RAMBLER ROAD. Lid � m —L DA TIRADO TITLE OFFICER Sworn to before me this /q'TH DAY OF JUNE, 2003 NOTARY PUBLIC NdlnlWft,ftftdNWyNk $� Od.liM WUI SURVEY OF LOT 34 PLEASENOTS MAP OF TERRY WATERS • It is the applicant's respon ibility to SITUATED AT WELL DWELLING Fmaintain adequate sanita distance BAYVIEW, TOWN OF SO UTHOLD SEPTIC IN RLR between all water supply d sewage 33 disposal facilities. SKmC IN TIS AREA SUFFOLK COUNTY, NEW YORK F: 12/29/1958 MAP NO. 2901 S.C.T.M. NO. 1000-88-5-19 DWELLING AREA = 16,172 SQ. FT. WELL JN FRONT 0o ELEVATIONS U.S.G.S. DATUM SZPnC IN REAR FD. MON. o S 28'45'41'E 153.15' iE S.C.H.D. NO. RI0-03-0149 Mox NOTE. 1,200 GAL. SEPTIC TANK EL. 11.7 5' l@T.PROP.SEPT7C SYSTEM EL 9•z— 0 E� PROVIDE 1200 GAL. SEPTIC TANK 4 4ek OF HEALTH SERVICES 6-8'DIA. 2' DEEP LEACHING POOLS kj �'�l�n ' ROOM FOR 5OX EXPANSIONG WELL DWG. To m WELL WATER PiI MIT FOR APPROVAL OF CONS TRi f+1 FOR A S WALE FAIIIlILY RESUXNCE OMY 12.5 o z4.0' ( ) DATE G ' HS REF.NO. � - -C'/�' O ECOR. roof c c PROP. DWY. APPROVED 4 MUM OF BEDRQOMS DUELLING 5.87' EXPIRES THREE YEARS FROM DATE OF APm!mS HELL IN FRONTWO T sEPOO . N TTC REAR -- b. '" I ti UNSUITABLE SOILS MUST BE REMOVED AND REPLACED 11 PROP, P P. DWG. A ti '�1 O SEPTIC Ix FRONT WITH A THREE FOOT CLEAN SAND AND GRAVEL COLLAR O DECK FF. 13.3 AROUND THE LEACHING POOLS TO A DEPTH OF AT LEAST 45 �, GF.EL 1Z.7 0. O SIX FEET INTO A STRATA OF TYPICAL LONG 7.67' & 35.0' a ISLAND SAND AND GRAVEL. Z9.86-\*' 9.88' ~ 8.0 too GUARANTEES OR CER77RCA77ONS ARE NOT TRANSFERABLE. UNDERGROUND UTIU71ES (12.5) DWG. EASEMENTS NOT SHOWN AND UTILITY POLE LOCATIONS ARE NOT GUARANTEED. WELL WATER 774E OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR SPECIFIC PURPOSE AND USE, THEREFORE ARE NOT INTENDED TO GUIDE THE FE. COR. 0.1E EL 13.3 ~ ~ WELL a6 `r EREC77ON OF FENCES RETAINING WALLS, POOLS, PATIOS. PLANTING AREAS FD. PIN 0.85 N772W EL, C ADDITION TO BUILDINGS AND OMER CONSTRUCTION. THE EXISTENCE OF RIGHT 0.23E N 29'04 42"W 143.44 x i oc OF WAYS WETLANDS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN W ti tW ARE NOT GUARANTEED UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF .y SEC71ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL 35 NOT BE CONSIDERED A TRUE VAUD COPY. GROUND ELEVATION EL. 9.8 _ DWELLINGDARK BROWN 0 WILL WELL IN FRONT VACANT SILTY LOAM OL 1' SEMc REAR PAT T. SECCAFICO _rVAIBROWN SILTY SAND I ( �# 'x'00 WrrH IOX GRAVEL SM PROFESSIONAL LAND SURVEYOR, P.C. "4't s s 1NSPECTl0N 0 m,36, O 3' - SUCCESSOR TO - O YELLOWMH BROWN FINE DONALD TASE, L.S. rM1 TO COARSE SAND SW RICHARD WILHELM AND assoclarEs WITH 5-10X GRAVEL `� �; kNORTHSTAR SURVEYING, P.C. 7.6' PAUL T. CANALIZO, LS, ROBERT A. KART, L.S. IP1 _/.� WAS DV YELLOW= s ` ' ; -' '.' JOOD GROUND SURVEYORS, P.C. Jy'' AND PALE BROWN FINE 3�8A `W-kf ''Meet 107-4 W. Montauk Highway17 TO COARSE SAND Center-Moriches, NY 11934 Hampton Bays NY 11946ASO WITH 5-IOX GRAVEL SW Phone: (631) 878-0120 Phone: 631 728-5330 P� 14' Fax: (631) 878-7190 Fax: f 631 728-6707 REUSED: .12 2 2004 ( SE SEPTIC TEST HOLE N.Y.S. LIC. NO. 049287 REVISED: 2 13200 PER TH) BY- MCDONALD GEOSCMME COPYRIGHT - 2003 PAT T. SECCAFlCO P.L.S., P.C. FILE NO. T7515 SCALE: 1" = 30' DATE: 9/5 20 3 DA TE. 8/25/03 SURVEY OF LOT 34 MAP OF TERRY WATERS SITUATED AT BAYVIEIP, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK LOT 33 F. 12/29/1958 MAP NO. 2901 S.C.T.M. NO. 1000-88-5-19 AREA = 16,172 SQ. FT. s�D FD. MON. � S 28045'41"E 153.15' FD. 11oN U.P. D o ..y C O O s4.4 � . I FE. cos. 0.21 ,b O O LOT 45 .1' 7. . 45.6' c CONC th =� FOUNDATTON 1.5 ti O FOUND. 13.2' t� GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE UNDERGROUND UTILITIES EASEMENTS NOT SHOWN AND UTILITY POLE LOCATIONS ARE NOT GLARANTEED. .�A�r• 1. ly THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY uNES ARE FOR SPECIFIC PURPOSE AND USE, THEREFORE ARE NOT INTENDED TO GUIDE THE ,j. ERECTION OF FENCES RETAINING WALKS, POOLS, PATIOS, PLANTING AREAS o O ADDITION TO BUILDINGS AND OTHER COA67RLCTION. THE EX67ENCE OF RIGHT 28.8' OF WAYS WETLANDS AND/OR EASEMENTS OF RECORD, I ANY, NOT SHOWN 41.6-f ARE NOT GUARANTEED cq UN WTH"ED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP ti ~ NOT BEARING THE LAND NOT CONSIDERED A TRUE SURVEYORS COPY.NRE AND RED IWC OR EMBOSSED SEAL SHALL FB cos. 0.1 B EL. 13.s NPD. PIN n.r:RN Ar Pp•n4'4,,"W 14`7.44' LOT 35 tap C7 U.P. l zp PAT T. SECCAFI CO g3�Op• PROFESSIONAL LAND SURVEYOR, P.C. — SUCCESSOR TO — DONALD TASE, L.S. RICHARD WILHELM AND ASSOCATES C NORTHSTAR SURVEYING, P.C. PAUL T. CANALIZO, L.S., ROBERT A. KART, L.S. P GOOD GROUND SURVEYORS, P.C. T328A Main Street 107-4 W. Montauk Highwoy AS Center Moriches, NY 11934 Hampton Boys, NY 11946 PT Phone: (631) 878-0120 Phone: 631 728-5330 yY Fax: (6 1) 878-7190 Fax: f 631 728-6707 7,, UPDATE: 7/28/2004 (FOUND. Loc.) N.Y.S. LIC. NO. 049287 PMSED:4/2 2004 (IMME SFP77C) COPYRIGHT — 2003 PAT T. SECCAFICO P.L.S., P.C. REVISED: 21x/2004 (AS PER HE TH) FILE NO. T7515 SCALE. 1 " = 30' DATE. 9/5/2003 SURVEY OF LOT 34 MAP OF TERRY WATERS ' 2006 SITUATED AT y BAYVIEW, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK F. 12/29/1958 MAP NO. 2901 tp FR. LOT 33 S.C.T.M. NO. 1000-88-5-19 LOT 46 sHEn AREA = 16,172 SQ. FT. FD. MON. S 28"45'41"E 153.15' FD. MON ELEVATIONS IN N.G.V.D. DATUM EL. 11.7 54' — U.P. ab Cb S.C.H.D. NO. R10-03-0148 �o BIB CURB C m LOT COVERAGE = 14.8% DRGIVEI►T AY A _ q GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE. UNDERGROUND UTILITIES 3 I EASEMENTS NOT SHOWN AND UTILITY POLE LOCATIONS ARE NOT GUARANTEED. \ 46' 39.S. EL. 12.0 THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES EXIST. EL. 12.7 ARE FOR SPECIFIC PURPOSE AND USE, THEREFORE ARE NOT INTENDED To GUIDE THE SEPTIC s GAR I ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, SYSTEM ^ ADDITION TO BUILDINGS AND OTHER CONSTRUCTION. THE EXISTENCE OF RIGHT AcO. c� �y 'b OF WAYS, WETLANDS AND/OR EASEMENTS OF RECORD, 1F ANY, NOT SHOWN CO rn�6' 2 STY. ARE NOT GUARANTEED FR. DAG. wUNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF F.F.EL.14.2' EL. 12.1 ' 1 Q SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP Ig- ' 5. 7 G.F.EL.12.2' 7•g 6.0 39.7 t� • NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL o ro C (PORCH) NOT BE CONSIDERED A TRUE VALID COPY. LOT 45w cp_ COV. � - k •5 WOOD n2 h .� 59.1' PORCHQQ O ao 1.5 7.7' 1 2nd.STY.OH.~� OVER DECK 35.7, r 30.2' g, , .i EL 13.3' S ~-EL.13.3'(PORCH) 3g � +MUST. FE.COR. 4 p WELL �U Li L 3 C j Y�/ 0.1'E EL. 13.3 EL. 9.9 °' ao FD. PIN 0.66'N 0.23'E N 2904'42"W 143.44' a a a } w Ci W a LOT 35 • /. fiir , LOT 44 - U.P. _ PAT T. SECCAFIC0 00 PROFESSIONAL LAND SURVEYOR, P.C. 'S0- — SUCCESSOR TO — `�OF NlEwY DONALD TASE, L.S. RI SECC O,p CHARD WILHELM AND ASSOCIATES NT C-2QPM NORTHSTAR SURVEYING, P.C. S A -1 PAUL T. CANALIZO, L.S., ROBERT A. KART, L.S. PLEApGOOD GROUND SURVEYORS, P.C. PLACE 328A Main Street 107-4 W. Montauk Highwoy C� O Center Moriches, NY 11934 Hampton Bays NY 11946 04 Phone: (631) 878-0120 Phone: 631 728-5330 UPDATE: 01/19 2006( ELL(FINAL) Fax: 631 878-7190 Fox: 631 728-6707 ED: 11/612006 �625�02005 (SEP.LOC.) �� D S� ( ) REVISED:4/2 2604 (REVISE SEPTIC) N.Y.S. LIC. NO. 049287 REVISED: 23/2004 (AS PER HEALTH) FILE NO. T7515 SCALE. 1" = COPYRIGHT — 2006 PAT T. SECCAFICO P.L.S., P.C. 30' DATE. 9/5/2003 FRONT 1T • - _ p . F LEFT s 1 _- 1l�II EJ Ed • . EL.-DON • • LuLi=_rrr==r=_ • OF N LL • 'a 1-1 1 � _ ' • r \ slo m —1 Elp , ` • RIGHT ELEVATION 2 p��N ,SERVICES (634 298-2250 draw4u@optonline.net " BREAKFAST NO Fermi DINING Z oMIr1RMM ^ W QUIZ �5 0 p Val am ¢ R44 z prig H ui O Cowl LIVINGA" ¢ OEN +eviwio 0 3 Ery \ OF NEW y ¢® 5P 53.DEEq�OsT\ A �b O 0LU ; 9 i 1ST. FLOOR PLAN F / DRAWN BY: MH SCALE: 1/8"= I'-0' Vp�U. 2 9OFESSIO November 06, 2005 SCALE: 1/8" = 1'-0" SHEET NO: TAX MAP No. 1000-68-319 Q3 PERMIT No. 30232-2 x.sl�N .x1zVIc�S ud (6M 298-2250 ® draw4u@optonline.net eam k ll' P I1Y -I I I 1V/915 1V:]pM 1w]pN \ A BED80M1 � ` G(] I �� I w I ylM� I —J (� c I I I L y-. 6'd Tr I kI I 1 C I I I 9d Ik - }----------------- , Lu PI `7 w I � � W L • � /� O --------� . •cI 8941 Q Y Q \ Z ara O --- --- .d r ii d 1y � • .� A SOF NE`s.. Cid CP�S�.DEFq�O A h cc Lu 2ND. FLOOR PLAN F� �� ��� DRAWN BY: MH SCALE: 1/8"= 1'-0' A9 2 V G OFESSIO November 06, 2005 SCALE: 1/8" = 1'-0" SHEET NO: TAX MAP No. 1000-D6-SIs PERMIT No. 30134-Z vE.slGrl xeVIGLS (6M 298-2250 draw4u@optonline.net P ^pr w wniMw o .� LJ o S � 0 a" pp OF NE6y yo DEEq/rO9� ROOF PLAN 1 w DRAWN BY: MH SCALE: 118"= 1'-0' f 2 0 ?� November 06, 2005 JA9�FESSt SCALE: 1/8" = 1'-0" SWEET NO: • TAX MAP No. 1000-06-540 PERMIT No. 30737-Z u.y+lal Table 1. ,Pfinlmum inmlaaan Th/ekness Jnr Clrculadag l7nr Wmer P/Pee STRUCTURAL DESIGN ENGINEER'S SIPermit Number Insulation Thickness in Inches by Pipe Sizes Heated Witter Non-Circulating, Runoum Chordal Mains and Rural rl y BUILDING CONSTRUCTION NOTES: ) [I( 1609.1.1.1 Applicability. The provisions of SSTD 10 and the dF& PA Wood Frame Construction Tcmncralue.I FI 1p m 1 25" L5"to 2 0" Ovcr 2"nu-1X0 0 5 1 0 20 GENERAL: Manual for One and 7Wo Family Dlvellings, SBC High Wind Edition are applicable only RE I Complione ertifieate Checked BylDate 140-160 0.5 0.5 1.0 1.5 '., to buildings located within Exposure A, B or C as defined in Section III The provisions 1995 b EC 100-130 0.5 ns a5 1.o RES I. All construction work shall comply with the Building Code of New York State, and the American Forest and Paper shall not apply to building sited on the upper half of an isolated hill, ridge or escarpmenl 1995 cksoftware Ve 7.5 Release la Assocmhon(AF& PA) Wood Frame Construction Manual (WFCM) for One-and Two-Family Dwellings,2003 SBC meeting The following conditions: Data filename:C-Arm m \Check\REScheak\D&T NORTH.rek Tahle 2 nllNmam lacnlaNan Thicdness far 11VAC Pipes. High Wind Edition. Mold Temp Insulation Thickness m fishes by Fare Sizes I. The hill, ridge or escarpment is 60 feet(18288 mm)or higher if located in exposure B or TITLIF-D&I'ON UI! Plning 5\str.m Tapes nation F 2"Runwis I"anJ Less 1.25"lu 2" 1511(o4" 2. All work shall comply with the New York State Energy Code. 30 feet(9144 mm)or higher if located in exposure C; Heating Systems - A It shall be the contractor's responsibility to submit the size, design,and type of mechanical systems which will be CITY Se told Law Presrure/Temperomre 201-250 I 0 15 I,5 2.0 2. The maximum average slope of the hill exceeds 10 cent; and Low Tmlpermure 120-200 0 5 1 0 1.0 t5 used in sufficient Llclall as required by the Building Department. li oP Per STATE Vew York Slmum C'nndensi le(for reed water) Any I a 10 1.5 2.0 B. wild all supply si return ducts and piping as require y All windows, door sills, openings,etc. shall be caulked and weather stripped. Contra SSatcros C. All code. 3. The hill, ridge or escarpment is unobstructed upwind by other such topographic features CONSTRUCTION TYPE: gargle Family Chilled\Vater,Refrigerant, 40-55 0 5 0.5 0 75 1.0 for a distance: from the high point of 50 times the height of the hill or 1 mile (1.61 km), DATE:03!01/04 and Brim: Below 40 1.0 1.0 1.5 1.5 3. Single and multiple-station smoke alarms. Single and multiple-station smoke alarms shall be installed in the following D/\n:OP PLANS. 03-01-04 locations: whichever is greater, 1) In each sleeping room PROJ17CT INFORMATION. 2)Outside of each separate sleeping arca in the immediate vicinity of the bedroom. D&T UVIOUE 1609.1.2 Minimum wind loads."Ibc wind loads used in the design of the main windfarm-resisting system shall NORTHERN RESIDENCE. NOTES TO FIELD (Building 3)On each additional story of the dwelling, including basement and cellars but not including cowl spaces and g Department Use Only) uninhabitable attics. In dwellings and dwelling units with split levels and without an intervening door between the not be less than I O on a vs per square Coot al to a wind multiplied by the area of dn:building or RAMmAR ROAD YI g g P g Cf.)UIFIULU NV 11491 adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the structure projected ion a vertical plane normal to the wind direction. In the calculation of design wind Lp/fy✓y/ loads for camponrnrts and cladding for buildings, the algebraic sum of the pressures acting on apposite COMPANY INFORMATION: lower level is less than one full story below the upper level' tams shall be takers into account. The design pressure for Components and cladding of buildings shall HAST END DESIGN ASSOCN IES ----- - - _- --- - Engineer is not responsible for the supervision of construction. General Contractor must vert all dimensions and not be handout 10 pounds per square foot(0.479 kN/m2)acting in either direction normal mile 5130 MAIN DAY VFW RD. 4. En g P P' f3' surface.The design)force for open buildings and other structures shall not he less than 10 pounds per SOUTHOLD. NY. 11971 � --------"- --- - - - - conditions before construction or fabrication, Engineer is not responsible for any changes without written prior approval. square fent(0.479 kN/m2)multiplied by the goa Af NOTES -- 1609.13Anchora ea in overturn' members AL \ r l 5. Do not scale drawings. g against mg,uplift and sliding. Structural m rube s and systems,and L WfNDO VS TO BE ANDERSEN HP. ITS LOW"E GLASS OR EQUAL U A 1 L ExrpmnR DOORS m BF ran ant .n 6. The engineer shall be responsible for the content of these drawings only. He shall not be held responsible for any components and cladding in a building or structure shall he anchored to resist wind- materials, workmanship, means or methods of construction. The engineer shall not be held responsible for the design or induced overturning, uplift and sliding and to provide continuous load paths for these COMPLIANCE: Passes (7� installation of materials and equipment Electrical, Plumbing, Heating, Ventilation, Air Conditioning,or any other system not specifically contained in these drawings. forces to the foundation. Where a portion of the resistance to these forces is provided Moorman UA-603 Figure 12-97 Your Horne UA an C Pl Antonini "mutter" J N O ` 13.1r HmntrA an Code(OA) allachmm�t on either wood- Gross v W r✓2 7. Electric construction is to conform to the National Electric Code,Residential Code of New York Slate, Building Code of by dead load,the dead load shall betaken as[he minimum dead load likely lobe in place ccnnsccu- [j] Oross Glazing Ptunn or nasomy mulls : .a -,�.i.,, W New York State,and LIPA. Areanr Cavity Call orDnor ,1n, ni......7 � a�i a��l.'. � r� during a design wind event. Where the alternate basic load combinations of Section 1605.3.2 Perimeter Il R-Valu U-Pucfor UA R. Plumbing is to conform to the County and Local Health Department requirements, and Residential Code of New York are usedonly two-thirds of the minimum dead lead likely to he in place during a design , iigr-1-`:"� State, Building Code of New York State. Ceiling1:Flat Ceiling er Scissor Truss 1538 300 0.0 54 - WDII I:World Frame, 16"o.e- 3541 19.0 0.0 176 wind event shall be used. 9. All heal producing c ui men)shall be installed in accordance with Residential Code of New York Stale, Building Code Window I: Wood Forme:Double Pac with Low-E 467 0.330 1 2 mv.rrn W P g 9 P g Dom I.Solid 96 0.330 32 of New York State and manufacturers specifications. Door 2. Solid 43 0,400 17 MUTE 1609.L4 Protection of oprlmings. In wind home debris regions, glazing that receives positive external Fluor I:All-Worm lout/ russ'Over Unconditioned Space 1833 190 0.0 86 The Engineered III it 10. All electrical and mechanical equipment is to be elevated to FEMA requirements and NYS Code as required. pressure in the lower 60 feet(18 288 fri in buildings shall be assumed to be openings Association (formerly the 1 FFA unless such glazing is impact resistant or protected with an impact-resistant covering COMPLIANCP 6TATEll The proposed building design described here is consistent with the loading plans. specifications, Amencan Plywoodhssoclatlon) and other calculations submitted with Nepal appl,cation fheproposed building has been designed to meet the 1995 MLC has raurtl live bmrhores that wnnr..� _ (n I I Limitation of Professional Liability. meeting the requlRcments of an approved impact resisting standard or ASTM E 1996 and of P p• ^,r_, O requirements in REScherkVersion 3.5 Release la (formerly MEO-he,4 and 1DC0ai with the mandatory,requirements listed in oma rel hurricane Shutter asr °i,.. By acceptance and use of these plans the owner/builder/agent agrees to limit the liability of East End Design ASTM E 1886 referenced therein as follows: tire RESehrtklnspectlun Clmckmi. rosigns for wood-hams and '""'neat ',' Associates, LLC., and their draftsmen due to neglect, acts of error,such that the total aggregate liability of East End n:sun y buildings. The Design Associates, LLC ,and there draftsmen shall not exceed 50%of the total fee for services rendered on this project brochures are available on-Ilse excluding East End Design Associates,Ilexpenses such as blueprint copies, reimbursed fees, etc.. at the Englneerotl wenn r5, \!I - U'4 Assnnlalinn wehslle at fit LGlazed openings kneaded within 30 feel (9144 mm)of grade shall meet the requirements of the "�- / art e. g I All of our Floor tans and elevations are protected under federal copyright law. No Ian may be reproduced or Large Missile Test of ASTM E 1996. g �hbCtihJ f'X • �'(Ann wvnv a ....e or l v P p pyrig p y pHuildereDesi iter_ Date � p9 I ' reconstructed without written permission. - r 2. Glazed openings (located more than 30 feet(9144 mm) above grade shall meet the provisions 13. Owner/Contractor must verify any site specific requirements for the construction such as food zone requirements,etc. of the Small Missiile Test of ASTM E 1996. would sWdwall Masonry Warr air no� Exceptions: REScheck[nspecNon Checklist - - __ j l// V ml 14. Acceptance of these drawings docs not authorize the right to build without the authorization of local governing agencies, 1995 MEC FEDERAL EMERGENCY MANAGEMENT AGENCY COMPLY IT y P g P y I. Wood structural ismnels with a minimum thickness Of 7/16 inch (11.1 mm)and maximum panel RESchecksnnware Version i 5 Release la OOD tip IDH CH LF', F'TF 4Q° such as Suffolk Count Dept.such h Health Services,Town Building Departments, DEC, FEMA, etc. Verify all conditions, FL span of 8 feet(24138 mm)shall be permitted for opening protection in one-and two-story .l f codes, and requirements with such agencies prior [o construction. SOUTHOL1-14-ION buildings.Panels seats be precut es coves the gland openings with attachment to hardware DATE-03/p1104 "JV,a CIJCZ, provided.d in ac®ents shell with deigned io resist ecu ompuirnts and cladding loads 15. Owner/Contractor must verify all notations and construction specifications and ensure that all construction meets or determined N acaordana with the provisions of 1609.6.5.Attachment in accordance PLUMBING exceeds the Building Code of New York State, and the American Forest and Paper Association (AF&PA)Wood Franc P TITLE: 17&1 UNIQUE MBING with Table 1609.11.4 ispermitted for buildings with a mean roof height of 33 feet(l0 058 mm) ALL PL Construction Manual (WFCM)for One&Two Family Dwellings, 2003 SBC High Wind Edition. or less where wind s s do not exceed 130 mph. Bldg. ER LINE WASTE P� Ph s 6 WATER LINES NEED 16. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, 2. Buildings in Ca[eegory N as defined in Table 1604.5, including production greenhouses as Use TESTING BEFORE COVERING such as Suffolk County Department of Health Services,Town Building Departments, DEC,FEMA,etc. Verify all defined in Seeticon 1608.3.3. 1 Conditions,codes,and requirements with such agencies prior to construction. TABLE 1609.1.4 WINDIBORNE DEBRIS PROTECTIONI Ceilings: 1 I I. Ceiling 1: Flat Ceiling or Scissor Truss,R-30,0 cavity insulation PLUMBER CERTIFICATION c Comments;b, 17. Any discrepancy on This plan is to be brought to the attention of the Engineer immediately for Re-Design. FASTENING SCHEDULE IFOR WOOD STRUCTURAL PANELS a, - - - - ON LEAD CONTENT BEFORE ,Uj s p I Above-Grade Walls: CERT/F/CATEOFOCCUPANCY 4 y I FASTENER SPACING(mehea)- _ 1 1 1 Well 1: Wood roura, 16"o c R-19.0 cavity insulation SOLDER USED IN WATER p ,d FASTENER Panel 2!Feel 4fed< afed< Comments: it TYPE a an rPend _rad-_P _-_ SUPPLY SYSTEM CANNOT GENERAL NOTES: H <zred apps spa_ spa__ " Windows: EXCEED 2/10 OF1%LEAD. l <y has <6fee1__ <6fea1 ( 1 I. Window 1 Wood Frame:Double Pane with Low-E, U-factor.0.340 U ,0 Wood 6WoNxI k Planes Provide typical energy PPomers�Olnletri0/gartitlonSs otherwise noted. 9ucrz a R'naJ I6 I(6 f b 12 Donn Comments: r ane Type, Thcr¢ml Break'. [ ]Ya[ ]Nu '6 CARPENTRY: 1'o,windows without labeled U-tactors,describe tiatures: Provide sts under all on walls Fireplace-provide support for hearth as required. - Sill plates are to be 2" x 6" treated 40 year CCA with sill sealer. [ I Door 1:Glass. U-tactor:0.330 1Z For 51: I inch=25.4 mm, 11 foot=31M.8 mm,I pound 0.454 kg, Csm,ments RETAIN STORM WATER RUNOFF Provide sill scaler- below termite shield. 1 mile hear=0.'44 m/s. E •„ c 2" x 6" - 16"oc exterior walls. [ ] 2. U4ur 2: Sued L-factor.0.400 I~ e a. This table is based on a meximrmd wind speed(3-second gust)of 130 Commands: PURSUANT TO SECTION 45.100 !-, „c 2" x 4" - 16"ac interior walls-unless noted otherwise. mph and mean reef'height of 33 feet or less. C.F THE TOWN CODE. W lW., Q o;-, All wall studs arc to be#2 or better Douglas Fir-Larch. b.Fasteners shall be installed at opposing ends of the wood structural Floats:All other framing members are to be#2 or better Douglas Fir-Larch or otherwise noted. panel. I I I L Hear I All-Wood foist/Tmm;Over Unconditioned Space,R-19.0 cavity insulation Provide solid blocking beneath all bearing points. c. When screws are attached to masonry or masonry/smlm,they shall I Comments gaaEcr No: Provide structural metal connectors as required in all conditions as per state and local codes be attached utilizing vibration-resistant anchors having a minimum 848-2004 withdrawal Capacity of 490 pounds. I Air Leakage: fir. co" Openings to have(2)2 x 10 headers-unless otherwise noted. ty P [ ] Joints,peneuntinns,and all other such openings in the building envelope that are sources ofair MEET� FIE a7TR110fy�„ OCCUPANCY OR Nam �' Lag boll all steel columns to girders in cellars, crawl spaces and basements. leakage most be sealed m�ea�ryr�r� REO 8H, CMA 3/4" cdx subfloor. I Recessed lights must be 1)Type 1C rated,or 2)installed inside an appropriate air-tight assembly CwCS OFN Uh4E44F1Vr5. LL USE I$ UNLAWFUL NEGRO ar: This APA hurricane shutter design is based on pressures NEW VOR OF rHE with u 0.5"efrom ins from combustible materials. Ifnon-IC rated,the fixture must be instal with a 1/2" call roof sheathing. (S ply) associated w8hedesign wind speed of 120 mph. Building i resrArE WITHOUT CERTIFICATE 1/2" cdx exterior wall sheathing codes are currently being reviewed for possible changes. 3^clearance from insulation. �,.,r. Provide fire blocking in all walls and floors as required by state and local codes. Before constructing shutters, therefore, it is Important to Vapor Retarder: OF OCCUPANCY 1/4"= 1 -0 check with your local building department for an update on ] Required on the worm-m-winter side of all non-vented around ceilings,walls,and floors. CAE current code requirements. ERTI 0 NOT PI§�CEL�'RIPfH CONCRETE: 1 �IC �A pY g capacity P Materials lda00catinn: AIG ridi UNTIL ourl Connector is[o vert soil load bearin ca act riot to construction. LI o APPROV D,A$NOTED TABLE 7 Maximum Span without StHfeners [ ] Materials and equipment must be identified so that compliance can be dcicrmined. $ O Strength of walls=3,000 PSI at 28 day ASTM C-94 ready mix concrete as per Residential Code of New York State NNE I 0 FOUNDATION LOCATION [ ] I equipmentrcr manuals for all installed heating and carting equipment and service water heating Rf CY All footings, foundations,etc. shall rest on undisturbed soil. Iv^' Approximate �/R ' "rW 30 8 � AS BEEN APPROVED. g 1 5' APA I equipment meat be provided, N0, DATE: B.PJ��Z Footings shall be 4R"below finished ode-minimum. "' Panel Approximate Maximum Deflection(In.)rt msi9adan R-values end glazing U-hearts must be clear) marked on the building loos or s g g Weight Shutter 120 mph Design g g Y g p specifications. All footings, Foundations shall be formed. l � („ Span I FEE: BY:BY: `/2 (I anfil ) Span Wind Speed / Rating I ➢ret insulation: NOTIFY BUILDING DEPARTMENT AT Provide reinforcing buttressing any wall over 20'Tong,2'-0" below final grade. l7 at 1". Height (2'-0"x R"with 3-#5 tabor on 16" x R" concrete footing) � '�;9 [ 1 Urns hl unconditioned spaces must be insulated to R-5. 785.1802 6 AM TO 4 PM FOR THE L 3vte 1.5 m 5.5 Ducts outside the building must he insulated to R-65. FOLLOWING INSPECTIONS: Foundation Waterproofing and Damp proofing-as per section R406 of the State Building Code. F' ) pr 4001 2 as Ds n I " I 1. FOUNDATION - TWO REQUIRED `Y, ➢ 4ea4 24 4e 09 Duct Construction: FOR POURED CONCRETE SHEET Paul ELECTRICAL: ') f4PV 45. as n t s [ 1 All dual must be sealed with mastic and fibrous backing tape. Pressure-ii tape may be used 2. ROUGH - FRAMING 6 PLUMBING Keep boxes 5" minimum from edge of box to rough opening s r Ifin, duchs. apeed. 3. INSULATION I W The fib ACsy to Duutprovid ameanpermslfor GENERAL Elec[nc construction is m conform to the National Electric Code,New York State Building Code,and LIPA. "',, TABLE 2 Estimated Deflection at 120 mph Design Wind [ ] Tho HVAC system must provide a means for balancing air and water systems. 4. FINAL - CONSTRUCTION MUST NOTES Provide smoke defectors as per state and local codes. „''r'[, Speed I BE COMPLETE FOR C.O. &, at 16-R.Height for Shutters with 2 x 4e at 16 Inches o.e. I Temperature Controls: ALL CONSTRUCTION SHALL MEET THE PLUMBING: I 1 I Thcrmostnta are required for each separate MVAC system. A manual or Automatic means to REQUIREMENTS OF THE CODES OF NEW ENERGY APA Panel Approx. Shutter Span (in.) I partially restrict or shut off the heating and/or cooling input to each rote or Fear shall be prmoded YORK STATE. NOT RESPONSIBLE FOR CALCULATION Supply pipes in walls (for toilets)at 3" from plywood. Span Weight Plumbing is to conform to the county and local health department requirements and New York State Code. Rating Qlg.D 2) 24 36 48 60 72 84 96 1 Circulating Hot Water System: DESIGN OR CONSTRUCTION ERRORS. All wallsmcks are to penclrme through roof at rear of-house when ever possible,spray or match rnorsinngle color 32116 25 D2 02 1 03 1 04 1 05 1 0e [ ] I¢sulole eirculming his water pipes to the levels in Table l 9n0GnW�IITe�rMR�$cEwcAyr 4am za Da old o.2 Dz 04 0.7 1.7 rrAW sHEEr uo Swimming Pools: ©Copyright 2003,East End Design Associates, LLC. I"w 4x24 2a 01 02 Os o6 tD I I I All heated swimming porins most Five an unlo0 healer switch en d,cq.i.a cover un less over 20% 48- 46 - - of o 1 os old as 1 of are hearing energy is tram non-deptemble sources. Pool pumps require a time clock. All floor plans and elevations are protected under Federal Copyright Law. 1 Plans may not be reproduced without written authorization. VERIFY SPANS OF STRUCTURAL PANELS GREATER THAN 30" WITH APA RATINGS. I Heating and Curling Piping liculation: All plans and designs are the sole property of East End Design Associates, LLC 1 O� 1 1 ALL PANELS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH APA AND FEMA. l 1 I HVAC piping conveying fluids above 120 T or chilled fluids below 55 of mnel be insulated to the The right to build only one structure from these plans is Iiscensed exclusivly to the buyer. 1 PANELS SHALL MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE I levels i¢'Iaba 2, Acceptance of these drawings docs not authorize the right to build without the authorization OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION of local governing agencies, such as Suffolk County Dept, of Health Services,Town Budding (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO Departments,DEC,FEMA, etc. Verify all conditions,codes,and requirements with such FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION, agencies prior to construction. ENGINEEq'S 5Eµ: SECTION R303 SECTION R310 SECTION R312 LANDINGS 'Tread depth at any walking line, measured a consistent distance from a side ofthe stun way, LIGHT, VENTILATION AND HEATING EMERGENCY ESCAPE AND RESCUE OPENINGS ca-rrap� ''Y R303.1 I labitable rooms. All habitable rooms shall be provided with aggregate lazin arca o not less than 8 shall be uniform as specified in Section ep " pr egg g g g' f percent 831_ I General. Landings for stairways shall comply with this section. ofthe floarra ofsuch rooms.Natural ventilation shall be through windows,doors,louvers or other approved R3 10.1 Emergency escape and rescue openings required. Basements with habitable space and every openings to the outdoor air. Such openings shall be provided with ready access or shall otherwise be readily sleeping room shall have at least one openable emergency escape and rescue opening. p P '� 11314.7 Illumination All stairs shall be provided with illumination m accordance with Section �'� 4, controllable by the building excupanls. The minimum operable aro to the outdoors shall h;4 penx:n[ofthe Ilowr arca Where emer gene esca a and rescue enin s are rovided the shall have a sill hei ht of R312.1.1 Landings for stairways. There shall be a floor or landing a[ the top and bottom of each R303.4. �TMV „ R� 6 Y P oP g p Y• B � ° being ventilated. stairway. not more than 44 inch 11 I S mm es ( )above the floor. Where a door opening having a ) Exoz1. The: R314.8 Under stair protection. Enclosed accessible space `""gym^•"'" threshold below the adjacent ground elevation serves as an emergency escape and rescue Exception: At the top of an interior flight of Blairs, provided a door does not swing over P under stairs shall have walls, under stair I. The gland meas need not be operable where the opening is not rvyuired by Section 831 0 and an approved Y lir mechanical ventilation system is provided capable of producing 0 35 air change per hour in the room ora P e Blairs. opening and is provided with a bulkhead enclosure, the bulkhead enclosure shall comply surface and any soffits protected on the enclosed side with 1/2-inch (12 7 mm)gypsum board. whole-house mechanical ventilations stem is installed capable o su 1 in outdoor ventilation air o 15 cubie. ee! r with Section 310.3. The net clear opening dimensions required by this section shall be 12 Landings at doors. 'There shall be a floor or landing on each Y minmz cfm)(7.08 IJs -r Occupant computed on the basis two oec tans or the first heifroom mid one occupant obtained by the normal operation of the emergency escape and rescue opening from the 12. g b h side of each exterior door. 8314.9 Bulkhead enclosure stairways. Stairways serving bulkhead enclosures not pari ofthe ( ) p / f y P P g Exception: Where a stairway of two or fewer risers is located on the exterior side of a required building egress and providing b for each additional bedroom. inside. Emergency escape and rescue openings with a finished sill height below the adjacent p g access Brom the outside rade level to the basement 2. The glazed arias need not be provided in rooms where kxu:pllon I above is satisfied and artificial light is ground elevation shall be provided with a window well in accordance with Section 8310.2. door, other than the required exit door, a landing is not required for the shall be exempt Gum the requirements of Sections R312, 8314 and R315 when the maximum provided capable ofpmducing run average illumination of 6 footcandles(6.46 lux)uvea the area of the room at a height exterior side ofthe door. The floor or landing at a door shall not be more n/'30 inches(762 mm)above the floor level. 8310.1.1 Minimum opening area. All emergency escape and rescue openings shall have a minimum net clear g height from the basement finished floor level to grade adjacent to the stairway is covered by than 1-1/2 inches(38 mm) lower than the top of the threshold. R303.2 Adjoining roams. For the purpose of determining light and ventilation requirements, any room shall opening of 5.7 square feet ((1.530 m2). Exception: Provided that the exterior doorway is not for the exit door required by a bulkhead enclosure with hinged doors. be considered as a portion of an adjoining room when at least one-Inalfof Lhc area of the common wall is open and Section 8311, the step between the landing at an exterior doorway old the unobstructed mid provides an opening ofnot less than one-tenth of the [lour arca ofthe interior room but not less than Exception: Grade floor openings shall have a minimum net clear opening of 5 square feel top ofthe threshold shall have a rise not greater than permitted in Section SECTION 8315 HANDRAILS 25 square feet(232 m2). (0.465 m2). R3142. The door, other than an exterior storm or screen door shall not swing over the landing 8310.1.2 Minimum opening height. The minimum net clear opening height shall be 24 inches 8315.1 Handrails. I Iandrails shall as provided e s at i least one side , each stairway with two in more P303.3 Bathrooms. Bathrooms, wear ehae compartments and other similar nems shall be provided with operable. to P g Sir • P 8 g 8312.2 Site. The width of each landing shall not be less than the stairway or door served. Every users. Handrail height, measured above stair tread easings, shall be not less dean 34 orches glazing area in windows of nal less than 3 square fact(0.279 m2), one-halfof which mus[ be openable. (610 mm). landing shall have a minimum dimension 086 inches(914 mm) measured in the direction (864rom)and out more than 38 inches(965mm). All required handrails shall be continuous Exception: The glazed areas shall not be required where artificial light and a mechanical ventilation system of travel. the ftll length of the stars from a point directly above the top riser of a flight to a point r�1 are provided. The minimum ventilation rates shall be 50 din(23.6 L/s) for intermittent ventilation or 20 cfiSECTION 831or n 8310.1.3 Minimum opening width. The minimum net clear opening width shall be 20 inches directly above the lowest riser ofthe Flight Ends shall al returned have have shall terminate in newel W (9.4 L/s) for continuous ventilation. Ventilation air from the space shall be exhausted directly to the (508 mm). 3 RAMPS posts or safety terminals. I Iandrails adjacent to a wall shall ha space of not less U outside. than 1-12 inches (38 mm) between the wall and the handrail. R310.1.4 Operational constraints. Emergency escape and rescue openings shall be operational from R313.1 Maximum slope. Ramps shall have a maximum slope Of one unit vertical in eight units w P S cY Pp g 8316._ Handrail grip size. All required handrails shall be of one of the following types or provide 7 R303.4horizontal ('12.5-percent slope). fF��1 include Stairway illumination. All interior and eays shall a pro shall i provided withi means to located in the stairs, the inside of the room without the use of keys or tools. equivalent including the landings reads. int stairways Y c9 graspability . F--I b g mor s m ways shall be provided with an artificial light source located in Ila; R3 13.2 Handrails required. Handrails shall be provided on at least one side of all ramps t--� immediate vicinity ofeach landing ofthe stairway. Per interior stairs Ate artificial light sources shall be capable of exceeding a slope atone unit vertical in 12 units horizontal (8.33-percent slope). I Handrail Type I. Handrails with a circular cross section shall have an outside diameter of al least (F•-z Con illuminating and landings to levels not less than 10 foul lights source located in th i tc dialer vicinity smdof 1-I/4 inches 32 soon) and not greater than2 inches(51 min). If the handrail knot circular landings. Exterior stairways shall M:provided with an artificial light soma loxvted in the immediate vicinity of the lop R310.2 Window wells. Window wells required for emergency escape and rescue shall have height, measured above the finish surface of the ramp slope, shall be not less then 34 inches( I--i landing ofthe stairway. Exterior stairways providing access to a basement from the outside grade level shall be horizontal dimensions that allow the door or window of the emergency escape and rescue it shall have a perimeter dimension of at least 4 inches 102 mm and not � W provided with an artificial light source located in the immediate vicinity ofthe buaom landing of the stairway. opening to be fully opened. The horizontal dimensions of the window well shall provide a inches (864 mm)and not more than 38 inches (965 mm). Handrails on ramps shall comply ( ) bh ches than 44 I-� 6-I/a inches 1160 mm)with a maximwn cross section dimension Oft-I/4 inches(57 mm I W F-1 minimum net cleat area of 9 square fee[ (0.84 m2) with a minimum horizontal projection and with Section 8315.2. Exception: is artificial light source is not sway sed at the lop and bottom landing, provided an artificial width of 36 inches (914 mm). 'Type 11. Handrails with a perimeter greater than 6-114 inches(160 mm)shall provide a Q 8313.3 Landing required. A minimum 3-foot-by-3-foot(914 mm by 914 mm) landing shall be light source is located directly over each stairway section. provided: graspable Linger recess area on both sides ofthe profile. The finger recess shall begin F-4 W 0 Exception: The ladder or steps required by Section 8310.2.1 shall be permitted to encroach a "U 8303.4.1 Light activation. The control for activation of the required interior stairway lighting shall be 1. AL the top and bottom of ramps. within a distance 3N inch (19 mm) measured vertically from the tallest portion of the /1 accessible at the lop and bottom of each stairway without traversing any steps. The illumination of exterior maximum of 6 inches (152 mm) into the required dimensions of the window well. 2. Where doors open onto ramps. profile end achieve a depth of at ]east 5/16 inch (8 mm)within 7/8 inch below the widest I-I stairways shall be controlled from inside the dwelling unit. 3. Where ramps change direction. portion ofthe profile. This required depth shall continue for at least 318 inch (1Omni) to Exception: Lights that are continuously illuminated or automatically controlled R310.2.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches (I 118 mm) SECTION R314 STAIRWAYS O shall be equipped with a permanently affixed ladder or steps usable with the window in a level that is not less than I-3/4 inches(45 mm)below the tallest portion ofthe profile. W b openings. Required glazed openings shall open direct) onto a street or public a0e ,or the fully open positiotn. Ladders or steps required by this section shall not be required 8314.1 Width. Stairways shall not be less than 36 inches(914 mm) in clear width at all points The minimum width of the handrail above the recess shall be 1-114 inches (32 rom)to a or tour Required the o enin gl pe gs Pe y p y yard to comply with Sectioms 8314 and 8315. Ladders or run shall have an inside width of or own )orated on lire same Int as the building. Ss above the permitted handrail height and below the required headroom height. Handrails maximum o/2-314 inches (70 mm). Edges shall have a minimum radius of 0.01 inch at least 12 inches (3051 mill), shall project at least 3 inches (76 mm) from the wall and shall shall not project more than 4.5 inches(114 mm) on either side ofthe stairwayand the i (025 mm). 11303.5.1 Roofed porches. Requital and openings ata lea; into a roofed be spaced not more than 18 inches 457 mill on center vertical) for the full height of minimum clear width ofthe stairway at and below the handrail height, including treads pre cy gl Ix' gs y porch where the porch abuts a slnxl,yard P ( ) y g y or won and the longer side of the porch is at least 65 percent open acrd unobstructed and the ceiling height is not less window well, and landings, shall not be less than 31.5 inches (787 mm) where a handrail is installed than 7 fcct(2134 mm). on one side and 27 inches (698 mm)where handrails are provided on bath sides. SECTION R316 GUARDS 8310.3 Bulkhead enclosures. Bulkhead enclosures shall provide direct access to the basement. Exception: The width of spiral stairways shall be in accordance with Section 8314.5. R316.1 Guards required. Porches, balconies or raised fl 1303.6 Required heating. When the winter design temperature in Table R301.2(1) is below 60°F(160e), The bulkhead enclosure with the door panels in the fully open position shall provide the eq oar surfaces located more than 30 inches every dwelling unit shall be provided with heating facilities capable of maintaining a minimum room 8314.2 Treads and risers. The maximum riser height shall be 8-1/4" inches (209 mm) and the (762 rom)above the floor or grade below shall have guards not less than 36 inches(914 am)) temperature of 68°F(200e) at a point 3 feel(914 mm)above (he floor and 2 feet(6 10 nun) from exterior minimum net clear opeming required by Section 8310.1.1. Bulkhead enclosures shat I also in height. Open sides of stairs with a total rise of more than 30 inches (762 rum) above the walls in all habitable rooms at the design temperature. comply with Section 83114.9. in inimum tread depth shall be 9 inches 229 min). The riser height shall be measured R310.4 Bars, grills, covers and screens. Bars, gril Is, covers, screens or similar devices are permitted Floor or grade below shall have guards not less than 34 inches (864 torn) in height nncasured SECTION R304 MINIMUM ROOM AREASto be placed over vertically f rom the nosing of the treads, emergency escape and rescue openings, bulkhead enclosures, window vertically between leading edges ofthe adjacent treads. The tread depth shall be 83162 Guard opening limitations. Required guards on open sides of stairways, raised 8304.1 Minimum area. Every dwelling [mil shall have at least one habitable room that she! have not less wells that serve such openings, provided the minimum net clear opening size complies es with measured horizontal) between the vertical banes of the foremost projection of floor areas, balconies and porches shall have intermediate rails or ornamental than 120 square feel(11.2 m2)nFgross floor area Y P P j Sections R310.1.1 to R310.1.3, and such devices shall be releasable or removable lions the adjacent treads and at a right angle to the tread's leadingedge. The walking surface closures that do not allow passage ol'a sphere 4 inches (102 mm) or more in s • g 113042 Other rooms. (hirer habitable rooms shall have a llwr areaof not Ica, than 70 square:tear(6.5 m2). inside without the use of at key, tool or force eater than that which is required for normal of treads and landings of a stairway shall be sl diameter Y gr q g y oiled no steeper than one unit vertical operation ofthe escape amt rescue opening. in 48 units horizontal (2-percent slope). The greatest riser height within any flight of Exception: The triangular openings formed by the riser, tread and bu(tmn rail ofa guard at the U Exception:Every kitchen shall have not less than 50 square feet(4.64 m2)orgross floor area. s„ open side oFa stairway are permitted to be of such a size that a sphere 6 inches .0 m). The greatest tread stairs shall not exceed the smallest by more than 3/8 inch (9.5 m =�• R304.3 Minimum dimensions. habitable roams shall not be less than 71eel (2134 mm) in any horizontal depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch (152 mm) cannot pass through. dimension. SECTION R311 EXITS (9,5 mm). 113142.1 Profile. The radius of curvature at the leading edge ofthe tread shall be no greater Exception: Kitchens. R31 I Exit door required.Not less than one exit door conforming to this chapter shall be provided U a n . from each dwelling unit. Uhe required exit door shall provide for direct access from the ng not than 9/16 inch (14.3 mm). A nosing less than 3/4 inch (19.1 mm) but not more O s p $ 8304.4 Height effect on room area. Portions of a room with a sloping ceiling measuring less than 5 feet coo habitable portions of the diwelling to the exterior without requiring[ravel through a garage. than 11/4 inches(32 mm) shall be provided on stairways with solid risers. The (1524 mm) or a furred b r E w 1131 L2 Type of tock or latch. All egress doors shall be readily operable from the side from which greatest nosing projection shall not exceed the smallest nosing projection y more Z a ceiling measuring less than 7 feet 6 inches(2286 mm) from the finished floor to the finished ceiling shall egress is to be made withmut the use of a key or special knowledge or effort. than 3/8 inch (9.5 mm) between two stories, including the nosing at the level of E „8 not be considered as contributing to the minimum required habitable area for that room, except as provided Q nn a for in Section 8305.1. Exception 3. 8311.3 Type and size. The required) exit door shall be a sidehingel door not less than 3 m feet floors and landings. Beveling of nosing shall not exceed 1/2 inch (12.7 m). Risers shal I be vertical or sloped from the underside of the leading edge ofthe tread above (914 mon) in width and 6i feet, 8 inches (2032 mm) in height Other exterior hinged or sliding SECTION R305 CEILING HEIGHT at an angle not more than 30 degrees from the vertical. Open risers are permitted, PROJECT No: doors shall not be requirecif to comply with these minimum dimensions. provided that the opening between treads does not permit the passage of a 4-inch 8305.I Minimum height. Habitable rooms shall have a ceiling height of not less than 7 fee[ 6 inches 846-2004 owwn ar: (2286nim). and hallways, corridors, bathrooms, toilet rooms, and laundry rooms shall have a ceiling height diameter(102 mm) sphere. CMA R311.4 Hallways. The minimum wtidth of a hallway shall be not less than 3 feet(914 mm). W. of not less than 7 tee[ (2134 mm). Exceptions: cHEcxm The required height shall be measured from the finish floor to the lowest projection from the ceiling. 8311,5 Exit facilities. Exterior exill balconies, stairs and similar exit facilities shall be positively 1. A nosing is not required where the tread depth is a minimum of I I inches(279 mm). Baha anchored to the rim structure to resist both vertical and lateral forces. Such attachment 2. The opening between adjacent treads is not limited on stairs with a total rise 30 1/4"= 1'-0" Exceptions: P inches (762 mm) or less. shall not be accomplished by use of toenails or nails subject to withdrawal. W2 1. Beams and girders spaced not less than 4 feet (12 19 mm)on center may project not more than 6 inches 11314.3 Headroom. The minimum he adroemn in all parts ofthe stairway shall not be less than 02- 18-04 (152 mm) below the required ceiling height. 6 feet, 8 inches (2032 mm) measured vertically from "the sloped plane adjoining the 2. Space in basements. other than habitable space, may have a ceiling that projects to within 6 feet, 8 inches tread nosing or from the floor surface of the landing or platform. (2032 rom)of the finished floor; and beams,girder, 8314.4 Winders. Winders are permitted, provided that the width ofthe tread at a point not ducts in such space or other obstructions may project to within 6 feet, 4 inches(1931 mm) ofthe finished floor. 3 Habitable space in basements may have a ceiling that projects to within 7 feet (2134 mm) ofthe more than 12 inches (305 mm) from the side where the treads are narrower is not less finished floor:and beams. girders. ducts or other obstructions may project to within than 10 inches(254 mm)and the minimum width of any tread is not less than 6 inches 6 feet. 8 inches (2032 mm)of the finished floor. . tm� 4. Not more than 50 percent ofthe required floor area of a roam or space is permitted to have a sloped 152 n ) The continuous handrail required by Section R315.1 shall be located on the SHEET ceiling less than the required height with no portion of the required floor area less than side where the tread is narrower. 5 feet (1524 mm)in height. 8314.5 Spiral stairs. Spiral stairways are permitted for interior use as a component ofthe means NOTES of egress from a habitable room abasement or an attic, rovided the minimum tread width shall he 26 inches (660 mm)with each tread having a 7-112-inch (190 nun) minimum treed depth at 12 inches (305mm) from the narrow edge. All treads shall be identical, and the risee shall be no more than 9-1/2 inches(241 mm). A minimum headroom orb feet, 6 inches (1982 min) shall be provided. A spiral stair is not permitted to be the only means of egress Brom a slOr of a building. aHEU Na - ©Copyright 2003, East End Design Associates, LLC. 8314.6 Circular stairways. Circular stairways shall have a tread depth at a point not more than All floor plans and elevations are protected under Federal Copyright Law. Plans may not be reproduced without written authorization. 12 inches(305 mm) from the side where the treads are narrower of not less than I I inches All plans and designs are the sole property of East End Design Associates, LLC. !"� O 1` ,t 4(279 mm) and the minimum depth of any tread shall not be less than 6 inches(152 mm). The right to build only one structure from these plans is liseensed exclusivly to the buyer G l Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept. of 1-lealth Services,Town Budding Departments, DEC,FEMA, etc. Verify all conditions,codes, and requirements with such agencies prior to construction. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CHIMNEYS AND FIREPLACES FIGURE R1003.1 TABLE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD SUMMARY OF REpUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS (a) ENGINEER'S sr..l SNOW DESIGN FROST DHE DESIGN UNDERLAY- FLOOD WIND E%POSURE LOAD SPEED m h CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 45 Ibs s ft 120 (mph) B SEVERE ITEM LETTER MY •Yyp4 .j;, / 9 ( p ) 3'-0" MODERATE TO HEAW SLIGHT TO MODERATE 11 degrees YES 1g8q/1988 g REQUIREMENTS SECTION • tll SIGN CRITERIA HEARTH AND HEARTH EXTENSION THICKNESS 4 INCH MINIMUM ENSIGNTHICKNESS FOR HEARTH, 4-INCH MINIMUM THICKNESS ' 2 FT MIN Q SOrvu SPAM A FOR HEARTH EXTENSION 2111 9 � z \\\���_p, PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS MORTAR cna [ - �.I MasoNflv enc ERICH E BLOCK HEARTH EXTENSION (EACH SIDE OF OPENING) 8 8 INCH FOR FIREPLACE OPENING LESS THAN L SQUARE FEET. 12 INCHES FOR (in pounds per square foot) tH R oo� FIREPLACE OPENING GREATER THAN OR EQUAL TO fi SgUARE FEET. 211110 USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD - HEARTH EXTENSION (FRONT OF OPENING) 0 16 INCH FOR FIREPLACE OPENING LESS THAN 6 SQUARE FEET. 20 INCHES FOR P EFFECTIVE CLEARANCE L FIREPLACE OPENING GREATER THAN OR EQUAL TO 6 SQUARE FEET. 211110 O FLUE AREA 10 FT MIN FIREBOX DIMENSIONS USE OCCUPANCY L =_zP Q _ 20-INCH MINIMUM FIREBOX DEPTH. 12-INCH MINIMUM FIREBOX DEPTH EXTERIOR BALCONIES 60 1D FOR RUMFORD FIREPLACE. 2111.6 O OK BOND BEAM 7 FusHINo HEARTH AND HEARTH EXTENSION REINFORCING REINFORCED TO CARRY ITS OWN WEIGHT AND ALL IMPOSED LOADS. RESIDENTIAL R-3 DECKS f 40 10 Os ANCHORAGE BINI --n4`a D WIDTH OF FIREPLACE OPENING 2111.9 TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 - THICKNESS OF WALL OF FIREBOX E 10 INCHES SOLID MASONRY OR 8 INCHES WHERE FIREBRICK LINING IS USED TYPE GROUP PIAN VIEW 2111.5 FLUE LINING DISTANCE FROM TOP OF OPENING TO THROAT 8 INCHES MINIMUM ATTICS WITHOUT STORAGE (b,e) 10 10 _ F 2111 7 V I B - M00.1Afl CAP 2111.7 1 6 INCHES LINED; 8 INCHES UNLINED. NOT TALLER THAN OPENING WIDTH, ATTICS WITH STORAGE (b,e) 20 10 SMOKE CHAMBER WALL THICKNESS WALLS NOT INCLINED MORE THAN 45 DEGREES FROM VERTICAL FOR HEIGHT AND FIRE AREA Qeorvo SEAM DIMENSION G PREFABRICATED SMOKE CHAMBER LININGS OR 30 DEGREES FROM VERTICAL H Borvo Rents - FOR CORBELED MASONRY. 2111.8.1 ROOMS OTHER THAN SLEEPING ROOMS 40 10 O S ANCHORAGE 2FT MIN HORIZONTAL HEIGHT FIRE AREA O O REINFORCING TIES SLEEPING ROOMS 30 10 A2'�C , - FOUR N0. 4 FULL LENGTH BARS FOR CHIMNEY UP i0 40 INCHES WIDE. ADD HEIGHT. BUILDING. , HoRrzONrAL DETAIL FOR CHIMNEY VERTICAL REINFORCING H TWO NO, 4 BARS FOR EACH ADDITIONAL 40 INCHES OR FRACTION OF WROTH, THE VERTICAL DISTANCE STAIRS OREINFORCING nes f FULL MASONRY OR FOR EACH ADDITIONAL FLUE. 2111.3.1 FROM GRADE PLANE TO 40 (c) 10 WALL UNLIMITED AREA C H VERTICAL 2113.3.1 G REINFORCINGTHE AVERAGE HEIGHT OOF THE HIGHEST ROOF3 STORY GUARDRAIL AND HANDRAILS (d) L ANCHOR srRAR CHIMNEY HORIZIONTAL REINFORCING1/4-INCH TIES AT EACH 18 INCHES AND TWO TIES AT EACH BEND IN p777 3,y AS PER TABLE 503 200 c 10 VERTICAL STEEL.SURFACE E 30-1 2 O OM WALL THICKNESS - VENEERTIe 2111 3.2 AS PER SECTION E OF ORANGE WITH .i CLEARANCE NON-COMBUSTIBLE MATERIAL WITH 4-INCH BEARING LENGTH ON EACH SIDE17THE BUILDING CODE OF ROOF 30 10 MORTAR R woo.WITH1v IN MIN GROUT FlREPLACE LINTEL L OF OPENING. 2111 7 FyMATERIAL MASONRYAIN CONCRETENEW YORK STATE. eIN rnN = '! MAsoNR,ANo cur FLUEALINING CHIMNEY WALLS WITH FLUE LINING$MORE B - M 4-INCH THICK SOLID MASONRY WITH 5/8-INCH FIRECLAY LINER OR EgUIVA- W ^ a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- OG CHAMBER ''Il '� FLUE LINER LENT. 1 2-INCH GROUT OR AIRSPACE BETWEEN FIRECLAY LINER AND WALL. 2113'11'1 POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. EFFECTIVE RUE AREA (BASED ON AREA OF SEE SECTION 2113.16 LUMBER SPECIES AND GRADE ~•J ALAI %,IN MIN FIREPLACE OPENING AND CHIMNEY) P b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. THERMAL \ \ cLEAMAll 2113.16 olsTarvce \ IN MIN CLEARANCES O ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH f2 AND BETTER ry VERTICAL 11 IN MIN PuflcE BIN FROM CHIMNEY' O REINFORCING 1 HORIZONTAL WITH c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY Mo6TAR I REINFORCING TIES FROM FlREPLACE R 2 INCHES INTERIOR, 1 INCH EXTERIOR OR 12 INCHES FROM LINING. 211619 DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING Or MEASURE 4 IN IN COMBUSTIBLE TRIM OR MATERIALS 2 INCHES BACK OR SIDES OR 12 INCHES FROM LINING. W ALL EXT. DECK FRAMING MATERIAL CCA NC PINE ,y2 AND BETTER OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE G HEIGHT : M 6 INC GREATER FIREBOX HES FRO wnu �I ABOVE ROOF M OPENING. 2111.11 STRESSES. �rwcrcNEss urvrEL© OF FRU RUDEFSTAROM AI3 FEET ABOVE ROOF PENETRATION, 2 FEET ABOVE PART OF STRUCTURE 2111'14 FOPOFF GTING AIN THICK MASONRY uNlrs WITHIN 10 FEET. 2113.9 a ^ HEARTH TOP OF FOOTING I^f { I--1 d MIN IREBRI E%TENSION FIREPLACE A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN Mw FIREBRICK © HEIGHTG H VERTICAL REINFORCING ANCHORAGE STRAP ACCORDANCE WITH SECTION 8802.10.1. LI201N UP IF SPLICED TO NUMBER REQUIRED O OA HEARTH sine i FOOTING DOWELS EMBEDMENT INTO CHIMNEY S 3/16 INCH BY 1 INCH rHlc%rvass } __ HEARTH FASTEN TO TWO e) SEE SECTION 8502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS __ EXTENSION Fweeox WALL 12 INCHES HOOKED AROUND OUTER BAR WITH 6-INCH EXTENSION. 1F-rr..11 THICKNESS NUMBER OF BOILTS -- . 4 JOISTS 2111.4 H hCL•��~ TABLE 8402.2 t HEAFIHISEM FOaARO ND CSE DUMPNOU OPTIONAL REINFORCEMENT IBIN MIN T FREE TWO 1/2-INCH DIAMETER 2113.4.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE CLEAN our_ cflmE ,\\\T;ii T 1:� FREEBUNOINc 0 \\� . . � • -• FIREPUCE FOOTING AREAS OF STRUCTURE (DFOOTING ROTH , " FoonNC DEPTH T THICKNESS MINIMUM SPECIFIED O F-FOonsc wmTHO 'NATURAL WIDTH T 12-INCH MINIMUM 6 INCHES EACH SIDE OF FIREPLACE WALL. COMPRESSION STRENGTH (a) (Ifc) "' Rnns IN CONCRETE GRADE 21112 CRAWL SPACE NA O FOOTING HEARTH 2O IN.MIN NSTRUCTION BASEMENT 1,480 sq. ft. TYPE OR LOCATION OF CONCRETE COWEATHERING POTENTIAL .� FIRST FLOOR 1,480 sq. ft. SEVERE (b) NOTE: INSURE ALL FLUES ARE SIZED FOR PROPER DRAFT IN ACCORDANCE WITH STATE FIRE SECOND FLOOR 1,526 sq. ft. BRICK FIREBOX AND CHIMNEY- CODE AND THE RESIDENTIAL CODE OF NEW YORK. (SEE "P" ABOVE)THIRD FLOOR NA BASEMENT WALLS, FOUNDATIONS AND OTHER SECTIONAL BIDE VIEW ON WOOD FLOOR SBRICK FIREBOX AND BLOCK CHIMNEY- BALCONY NA BRICK SIDE VIEW ON CONCRETE SLAB CONCRETE NOT EXPOSED TO THE W;cATHER 2,500 (c) Fer SI: linchOI =2541mn, Ifn =304.M nvn LOFT Nq ATTIC HOUSE a I NA BASEMENT SLABS AND INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 (c FIGURE 87003.1 ATTIC (HOUSE)(b) 1,480 sq. ft. ) GARAGE 547 sq. ft. FIREPLACE AND CHIMNEY DETAILS ATTIC (GARAGE)(a) 195 sq. ft. BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND BONUS ROOM 292 sq. ft. OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER d SCREENED PORCHES NA 3,000 ( ) RESIDENTIAL CODE OF NEW YORK STATE SUNROOM NA 261 DECKS 546 sq. ft. PORCHES, CARPORTS AND STEPS EXPOSED TO COVERED PORCHES 92 sq. ft. THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) COVERED ENTRANCE 241 sq. ft. POOL HOUSE CABANA NA C ACCESSORY STRUCTUREJ NA FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE (a) AT 28 DAYS PSI OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME (a) WITHOUT STORAGE (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. (b) WITH STORAGE (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING a CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) EJ (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCREFireblockinb TE) R602-8 Fireblocking required. g shalle provided to cut off all concealed draft openings SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. + V4 z wa (e) SEE SECTION 8402.2 FOR MINIMUM CEMENT CONTENT. (both vertical and horizontal) and to form an effective fire barrier between stories, and H between a top story and the roof space. Fireblocking shall be provided in wood-frame v ° construction in the following locations. U ° NOTE: o ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE CIO E v U REQUIRED AMOUNT CALCULATED FOR EACH CASE. 1. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. Concealed horizontal fibred spaces shall also be fireblocked at intervals not Z o F NOTE: exceeding 10 feet (3048 mm). Batts or blankets of mineral or glass fiber shall be allowed as H o fireblocking walls constructed using parallel staggered d a PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, S g p allel rows of studs or sta ered studs. W Q IJ e 2. At all interconnections between concealed vertical and horizontal spaces such as occur at AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. soffits, drop ceilings and cove ceilings. 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed PROJECT NO846-2004 NOTE: spaces under stairs shall comply with Section 8314.8- EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO 4. At openings around vents, pipes and ducts at ceiling and floor level, to resist the free CMA INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. CHECKED BY passage of flame and products of combustion. 5. For the fireblocking of chimneys and fireplaces, see Section RI001.16. SGL. 6. Fireblocking of cornices of two-family dwelling is required at the line of dwelling unit /4"= 1'-0" SHEATHING NOTES: separation. mm. 02- 18-04 ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION of (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDIITION. 8602.8. 1 Materials. Except as provided in Section 86X.8 ,thicknesses 1 fireblocking shall consist u 2-inch (51 mm) nominal lumber, or two thicknesses of 1-inch (25.4 mm) nominal lumber (1 ) SHEATHING TO BE NAILED TO CCA SILL with broken lap joints, or one thickness of 23/32-inch (19.8 mm) wood structural panels (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM with 19. joints backed mby23/32-inch (19.8 mm) wood structural panels or one thickness of (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES ( ) particleboard with joints backed by 3/4-inch (19.1 mm) particleboard, 1/2 inch (4) SHEATHING TO BE NAILED TO TOP PLATE (12.7 mm) gypsum board, or 1/4-inch (6.4 mm) cement-based millboard. Batts or SHEET R. blankets of mineral wool or glass fiber installed in such a manner as to be securely NOTES & NO SUBSTITUTIONS retained in place shall be permitted as an acceptable fire block. Loose-fill insulation LOCATION OF material shall not be used as a fire block finless specifically tested in the form and manner HOLDDOWNS AU intended for use to demonstrate its ability to remain in place and to retard the spread of FOR WINDLOADS Taming hardware shown on these plans, & unless otherwise indicated, is Simpson Strong-Tie, fire and hot gases. No substitutions are approved or authorized. FIREPLACE 602-8.1.1 Unfaced fiberglass. Unlaced fiberglass batt insulation used as fireblocking shall fill the CODES Due to the relationships of framing hardware to entire cross section of the wall cavity to a minimum height of 16 inches (406 mm) ©Copyright 2003, East End Design Associates,LLC. SHEET NO: e other components of the structure, any framing measured vertically. When piping, conduit or similar obstructions are encountered, All Boor plans and elevations are protected trader Federal Copyright Law. hardware substitutions will render these plans the insulation shall be packed tightly around the obstruction. Plans may not be reproduced without written authorization. null and void, and will result in the installer/contractor All plans and designs are the sole property of East End Design Associates, LLC. assuming responsibility for the design and The right to build only one structure from these plans is liscensed exclusTvly to the buyer 3 of 14 R602.8.1 .2 Fireblocking integrity. The integrity of all fireblocksll b shall maintained. Acceptance of these drawings does not authorize the right to build without the authorization performance Of the entire Sy5t2P , of local governing agencies,such as Suffolk County Dept.of Health Services, Town Building Departments, DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION _ USE A MINIMUM OF TWO Rd NAILS THIS I (` AL FASTENERS t'Q LOAD SIDE OF TRUSS, MTS 2 O L T S 2 O ENGINEEB's sr . MODEL GA UPLIFT UPLIFT LATERAL WITH 133 CODE TOTAL FDUR O ' N0. TO qy0 ( /160) NAILS' REF. Rd NABS ABY .� TO TO NAILS INTO TRUSS .Y RTRUSSS/ PLATES STUDS ULT' T133, , F i (133&isno SIM NOTE: REFER TO SIMPSON WOOD CONSTRUCTION SIMPSONH] Tb 4-Btl 2-Btl B-ea 2991 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND / _ TAKE-UP WASHER PROPER INSTALLATION PROCEDURES PROVIDE (1) HGA10KT ON SIDE OF CEILING JOIST Hfi i6 B-Btl 8-Bd 7983 650 5, 44 •% — AND ON SIDE OF RAFTER *GA FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER iVp AR MODEL AVG CODE T�•x12N0. ULT. LFI'Ax LFTA REF.CITY DIA la' 2' 2I!' 3' 3✓,' 14' 2' 21' 3' 3j• PLATESEIGHT Bd DALSP4 EFTA 1fi-10d — 42110 1205 1400 5, 44, 85 INTO STUD 0UG-FIR LARCH / SO. PIKE FASTENERS' ALLOWABLE UPUET LOADS MODEL L AVG W fOd x 14' CODE NO ,md 10d x Ir ULT. REF. LFTA (133 / 160) (133) (160) L S T A 21 MTS16 16 14-10d 14-10d x 13' 3116 1000 840 1000 3, 41, 128 MM20 20 14-10d 14-10d x 14' 3116 1000 840 1000 3, 41, 128 AR*x12 LST20 20 12-10d 12-10d x 17x' 2383 775 720 720 3, 41 DOUG-ISimpson LARCH CNW- rTl IYPE OF pIRECnON PINE CODE COUPLER NUT it ,1g-TIe W MODEL TYPECONINO- DI LOAD ALLOWABLE LOADS REF. DETAIL E HGAIO Strong-Tie I�- N0. TION `;DOR R25F '1To3/ Equal Specifiedmber o G nna'lsn 1�-1 515 645 670 I'' each end F�1 ' AM Simpson Strong-Tie DETAIL "K" LTP4 5 J 515 fi45 670 6, 39, 97 CTS16 H 515 645 fi]0 DETAIL "1`11 I T• � .rO41 MATERIAL DIMENSIONS FASTENERS AZTEFOAOst'r'°(OF/SP) (133) HOIDOWN HOEDOWN `./ MODEL TUD AVGOF BOLT z° DEFLECnON DEFLECTION CODE ARTj"x,2 N0. ACHINAT HIGHES AT HIGHEST REF. t'7-I W BASE BODY ♦ ANCHOR ULT. W000 MEMBER LOAD DESIGN STU � - r� ^/ GA GA HB SB W H 04 B 50 CL PIAN- OLTSALLOWABLE ALLOWABLE FJ 04 F� 0 T DIALOAD WHEN RAISED OFF GO / 3' 3k' 5�' LOAD �SIMPSON '�J H02A 18 12 big' 2�' 23' B' 216' �' 1�°' If 2 1' 12150 12775 2775 2760 O.O5B 0077 2, 43, 82 TAKE-LIP WASHER MODE DIMENSIONS FASTENERS AVG ALLOWABLE UPLIFT LOADS W O N0. W L SmU PLATE ULT. DF BP CODE (133), (180) REF. ARTg"x12 Q H SP4 3t�' 71' -10d x I�' — 291] 735 085 7, 40, 127 O MODEL CA DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ON0. W L NAILS `100R (133) (160) REF. n LSTA21 20 1 ' 21 - 905 1205 1295 MODEL DIMENSIONSFASTENERS (TOTAL)I ALLOWABLE TENSION LOADS CODE N0. CA L NAILS `10D°D (733) (160) REF. MSTA24 18 , ' 24 - ,025 1370 1640 7 40, 90 MODEL TOTAL ALLOWABLE TENSION LOADS NO. L END FASTENERS NAIL CODE Simpson Strong-Tie (LENGTH L GA CUT LENGTH (TOTAL) , y 6PgCING REF. OF ROLL (100) (133 / 1fi0) ac. HD2A LUS46 IN A ROW NOTE: ALL HANGERS TO BE USED ON SS PROJECT Cst6 150' 14' 1fi CLEAR SPAN +31' 28-Btl 1235 1650 21�' ARE TO BE TOP MOUNTED UNLESS OTHERWISE SiGmpson Strong-Tie MODEL DIMENSIONS FASTENERS ON _ ]' 40' 90 NOTED. FAILURE TO COMPLY WITH ALL NOTES NO. GAHEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION W H B ,Otl 16tl JOISTS ULT. (173)Out) 10d 16d 10tl 16d lad 16d REF. BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL LIE" LUS46 10 3 ' 4�' 2 ALL LIABILITIES ON THE CONTRACTOR. 4-16tl 4-1fitl 6076 1140 1160 —1000 1150 7250 7. 40. 127 HUS210-2 T4 3);' 94 2 — 0-16d 8-10d fi076 1755 2105 — 1650 1900 — 2Db5 1, 36 84, 122 DETAIL I'I" ART -x12 MODEL FASTENERS UPLIFT UPLIFT LATERAL CODE lk U 5't. B N0. GA (133/160) REF. PSON uLT. TAKE-UP WASHER TO RAFTERS TO PLATES TO STUDS (133) (160) F HGAtOKT 14 4-SDSJ 11' 4-SDS#'x3' 1523 435 435 7785 910 160 USE A DINUILIN OF TWO ed NAILS THIS SIDE OF TRUSS. TOTAL F1111R %: n ; CNW- P 4 CN W- _v W NAILS SEA DIMES OF /COUPLER NUT COUPLER NUT oa� INTO TRUSS TWO Btl NAILS THIS v o ja SIDEOFFTRUSS. MTS16 SP4 STU 5" 4111, - /I iOTALFaW y: . 0 ; MTS16 SI SIMPSON LSTA21 SIMPSON o oDa / IN IN HD2A TAKE-UP WASHER SIMPSON TAKE-UP WASHER Od IL LSTA21 Strong-Tie U a o / HUS210-2 E r € VO F s w z ➢ � To n • '���., PLATES •p f,y � o �d EIGHT ivp cf) y.y Cn a h �7Od O " MID° STUD Simpson Strong-Tie PLATES •0" DETAIL "A" II H7 EIGHT w w Q Btl NAIL .• •' i ��� ANCHOR BOLTS INT STU .; ® DETAIL "D" "Gil I I PROJECT NO: sr°° H�"s°" Strong-Tie DETAIL G 846-2004 DETAIL "J" DMM By.EFTA Simpson Strong-Tie CMA LFTA ROD SYSTEM 46 CHECKED N„ LFTA scuE BP SHEATHING NOTES: 1/4"= 1'-0"II NO SUBSTITUTIONS DAMDAMALL SHIEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION 02- 18-04 (AF & IPA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ALL framing hardware Shown on these plans, unless otherwise indicatedl, Is Simpson Strong-Tie, (1) SHEATHING TO BE NAILED TO CCA SILL No substitutions are approved or authorized. (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES Due to the relationships of framing hardware to (4) SHEATHING TO BE NAILED TO TOP PLATE the other components of the structure, any framing LTP4 hardware substitutions will( render these plans null and Vold, and Will resuAlt In the installer/contractor LTP4 assuming responslbiUty forEEP the design and SHTITLE,performance of the entire system. LTP4 DETAIL ILLI' SIMPSON WINDLOAD DETAIL "C" NOTE: CHARTS & CALC. I . ALL SIMAPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE & Simpson Strong-Tie REQUIREED AMOUNT CALCULATED FOR EACH CASE. Floor-to-Floor Connections STRONG-TIE NOTE: DETAILS PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THIE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONEAND TWO SHEET u0: FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ©Copyright 2003, East End Design Associates, LLC. LTP4 DETAIL "B11 NOTE: All floor plans and elevations are protected under Federal Copyright Law. Plans may not be reproduced without written authorization. LTP4 EAST EBdD DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER All plans and designs are the sole properly of East End Design Associates, LLC. O INSTALL,ATION OF ANY MATERIAL OR WORKMANSHIP The right to build only one structure from these plans is liscensed exclusivly to the buyer I Floor-n Strong-Tie PROVIDED TO THIS JOB SITE. Acceptance of these drawings does not authorize the right to build without the authorization 14 Floor-to-Floor Connections of local governing agencies,such as Suffolk County Dept. of health Services,Town Building Departments, DEC, FEMA,etc. Verily all conditions,codes,and requirements with such agencies prior to construction Table 3.1 Nailing Schedule Table 3.6A Ridge Tension Strap Connection Requirements for Wind - Exposure B Table 3.10 Roof Sheathing Attachment Requirements for Wind Loads - Table 3.2A 5/8" Anchor Bolts - Sill Plate to Foundation Connections Resisting [NCN ER•s SEAL, q-- Joint Dwcnpnon Co..Nae. Box Nail. Nail spacing - (Prescriptive Alternative to Table 3.6) p B pheaptrvO81t4ernatrive omoWhrad -2) ArExposure B 1 ^Ce• M{Q�.�1r�';p., s Number of Number of ' RfPtl fryr IT +t T le Dead Load Maintaining.: RvaFArzembly Di�lll rf - - ---- I - ExpOS,nrell nplp x5-- - 9U IUU - --�IIJ IJu IJU uu hi, Thrte Sccand Gusted �I��„`r"r':' ^r 'v lame Second Gat WI¢d Speed(mph) tl3 90 100 110 120 UO 140 150 Ind 5 eeJ(m h 85 90 100 110 120 UO 1.10 150 RaRv to Top Plate (Timandilon (reed Table 3.4A) (.m Table 34A) per rafter Rm(Spm Foundation BuddmgDwcnaiou 518"Anchor Bolts Lung,BOX'hat Top Plot, (1'mm.Hed) (reed Table 3.4A) (.m Table 34A) Pvjomt Roadba:h Numberd(tld Common Narla or lOd Ban Nails ten each end of l- "" STRUCNMLSHBATHWO � ]4"So 'a Ce,hng Joist fin Parallel Rafter (Face-noded) (em Table 7.9A) (reed Table 3.9A) '- each lap (R) p f: F E F E P E ! E F E F F. F E 4 Suppamng Peryera lm to ryumbE ml Dulls Re tmJ mShenrwnll Linc"' ColingloiHlape Over Panthout (Face-nailed) (see Table 3.9A) (xe Table 3.9A) each lap 12 1 1 2 2 2 3 ) 4 s[Is II,,gln,mo11' Inulin I rust Spacing (t) shmrwall Lane 4u i7-C Collar Tie to Rater (Fetegal (edea Table].6A) (see Table 3.fiA) per the ea uad"',n,I Max,mm11 Nod Spuwngfo,Nd Common Nuts or Too Box Nails pnohes,u, 1' 12 1 1 2 2 2 2 3 3 16 u 2 2 2 ) 4 4 5 16 2 2 2 3 3 3 4 Rlack,ngw REM(Toe-ahled) 2-gd Z-IOd each rnd Runs Behind not Rater(End-,railed) 2-I6d 3-I6d ach end 20 2 2 2 ] 4 4 5 6 e ; C L 12 6 I2 L 12 6 12 6 12 6 I] I' 20 Z 2 1 ] ]'13 24 2 2 3 l 4 5 6 ] le 6 12 6 I: 6 12 6 I] 6 12 a 12 6 L 1. 24 2 2 3 3 4 4 5 5 ;M"" kL',y,;l,lu14 Inlena,Lune u 2tl 2 2 3 4 5 6 ] 8 I'.' a 12 6 I2 a I2 6 12 6 12 6 12 6 12 o L' 28 2 3 3 4 4 5 5 6 Top Phu lm Tap Plate (Fm,+nailedl 2-16d' 2-16d' per root 32 2 ] 3 4 5 , 8 9 - '-4 a D 6 12 a 12 a ¢ b ¢ b ¢ a 12- a ]2 ] ] ] 4 5 5 5 ] Top Planes m interaccdam (Faa-nailed) 41fid 5-I6d joints-each side 36 2 3 4 5 6 , 9 IJ a 12 6 12 n , m Stud w Shd (Faco-wtled) 2-I6d 2-I6d 24"o.c ver n,:,n Edge Lune 6 12 6 ¢ b 12 6 I2 e n 36 7 J 4 4 5 6 7 N e 12 1 1 1 2 2 2 3 ] In 6 I+ 6 12 6 12' 6 L"' b 6 e e 6e 40 3 3 4 5 6 7 7 9 HeedE m Helder(Face-wiled) kid 16,1 16"o c.along edges c' � , 16 1 1 2 2 2 3 3 4 1,- 6 12' 4 l2' a 12' 6 n 6 6 6' N 6' „' 4' 4- 50 4 4 5 6 7 8 9 11 Top or Bob..Plate to Said (End-nailed) (see Table 3 5A) (am Table 3 SA) Person! 20 1 2 2 2 3 4 4 5 24 12' 6 1+_' h b 6' 6' 6' 6' fi' n' 4' 4' f 4' 60 4 5 6 7 8 10 11 13 rano f,Wt,dll R.kcur H"A, Irv»wLaoAam alu.l e 6 fir e d 6' n' 6' 4 4 4' 4' ]O 5 6 7 A 9 11 ❑ I5 4.12 24 2 2 2 3 J 4 5 e "a AU 6 6 A 9 11 I3 IJ 17 Bosom Pleuro FloenrjouL Bendjamt,End)oial or 2-I64° 2-16deA per foot 28 2 Z J J 4 5 6 7 d= 11Wuall naAc of l(akr Teta a=a aakc o.ermn e 6 e 6 b 6 d n e 6 6' e' e' a' e' n 20 3 7 7 4 5 5 fi 7 Blocking (Fete-eeilcd) B 1 2 J 4 q 3 6 ) Z4 J 3 4 5 5 6 ] N / tl'rr4°N�-�(r'i�' 36 2 2 3 4 5 6 7 8 ROAR.SHEATHING Join to Sill.Tap Pinu or Codes (foduttiled) 4-Ad 4-10d "text ,nLchwg gree IWdm Tmss Spe,rns 28 3 4 •I 5 6 7 M 9 12 1 1 1 I 2 2 3 3 Minimum Numhernr Ad Caiman Nuts Bodging aloin (Tend-ailed) 2-Rd 2-Hd Each end Ifi 1 1 1 2 1 2 ) , Ln,ha'ne1 Per SUPMn 32 4 4 S 6 7 A 9 11 Bladvne.Join(Toed-nailed) 2-ed 2-nal ach end 1.11 u, lqe 9hon,lu11g I`.19+ + lb 4 5 6 7 8 9 10 Il tacit block 20 1 1 2 2 2 3 3 4 - - - 2 2 2 ) 2 1 Stories Blmlon of or To Phu(Too-weled) 3-I6d 4-I6d uu.= Larper 9hevhinM 1+ 9s 3 50 5 5 A 9 9 12 12 16 B P _ 40 5 5 6 ] 9 10 12 17 5:13 24 I 2 2 2 3 3 4 5 - - J J Ledger LEdp BeB (Pme-ouled) 3-I6d 3A0d enchlo"t 3 ) Joist on l-edger.Beam(!«-ailed) 3-lid 3-IOd perjoiat 28 1 z 2 3 3 4 5 5 60 Rath).at w Joist ed-wiled 3-I6d 4-I6d "told L - n nil tpa,mg e,panel ed,,e,Pt 1 7 7 9 11 Il 15 17 19 (R ) 1 32 2 2 2 3 4 4 5 6 70 8 8 10 12 15 17 20 23 Band)east Sill or Top Plne(Toe-wiled) 2-I61' 7-I6d Per foot 1 owl puer11g a,,1.,mentum mppun•mm,panel liana Oral 80 9 I(I 12 14 17 19 23 26 W 36 Z'. 2 9 3 4 5 6 ] 28 4 5 fi 7 A 10 II 13 T I I-so'snewh,ugunhm41 ..elbepe:nu,uredge of the .of.unfolmg 4 fwl on each side of the over peak,the 4 but permcmr edge aluchmem,e9u I comm, 32 5 5 7 a 9 If 13 14 Slrocmml Panels Ad too (ace Table 3.10) 16 1 1 1 2 2 2 3 3 ,hull ac used 1--, Disposal Board Shwthing 20 1 1 2 2 2 3 3 4 - I olwlamd ILmh u c had Tatung a re•,beatlo.,..uhedmm0euwm taxa bss-BGS 36 5 6 7 9 10 12 14 16 gomm U.4Ylot fr.mpg as wM042e Gc WY,W. nur1 40 6 7 M 10 12 13 Ifi IN 1Slonca YBO -1 veer rt w L-.LJI I'xfi"or 1"x8" P PPn 6.12 24 1 1 2 2 2 l 4 4 .I�au=s•d,ell6e rvdn:edmnnr.bc.u, 50 ] 8 10 12 14 I] 19 22 Ped ppo 38 I 2 2 2 ] 4 4 5 o6Wam.en,neb o, uad,ouwq;amurn,=•nothing anwhee mrancdwas trmmng n,ombcrr wnnG>U49 For 6-umng n¢mbers wueaa c(,cv4v,rm ua'd 60 9 10 12 14 17 20 27 26 W I"x10"or wudm ]-Hd J-1 reu rt � O )2 2 3 2 3 3 9 5 5 WuJat,14 men., -I n�•rrp,ut,mme.hmuhmg emuJmd"ans,'OO"hu bmwrih 6>049 for 6amm,membcrswn664'_e b coon nefwd 70 10 11 14 17 20 23 27 31 ' ,A nP'd O{Iu.7";WI;P:v'pkn:J{isj' n•,rr g=awu be raaa,ed w4,a,n,"o_ rum Wallboard 5d coolan 5d eoolan 7"edge/l0"field 36 2, 2 2 3 4 4 5 6 n,ng mem �� n GYP ,Paeings shall be mdmoA Ia),ocher n e 80 12 13 16 19 23 26 31 35 Q71 6ha = 12 1 1 1 1 1 2 2 2 abulmed,w,lt r�5 p„atng•as>w„ca b11,IJmg loaned,.Exim.udB • Anchoragerlimi.d.metal be determined in foundation destgo per Section 11.4. O r� 16 I I I 2 2 2 3 3 Postah.Anchor bene limits arc bated l arum born lo Tabic 3.2. `J rT, 5 Sbuctural Panels Ad IOd (xe Table 3.11) 10 , , 2 2 2 3 1 3 ' Anchor bolo shell be unifarml distributed aloe the Irn th of[he aheorwdl line,and in no case shall the anchor bah �( Fibcrlwmd Pends Table 3.11 Wall Sheathing and Cladding Attachment Requirements for Wind y g g 1-, Z 7:12-12:12 2J 1 1 2 2 2 3 3 J spacing exeeed6 feat on center For Other anchor boll hmilndons see Sttnon 7.2.1.7. fCa-( 7/16" fid' - 3"edge/6"field Loads - Exposure B g 25/32" Bd' - 7"edge/6"lend 28 I 2 2 Z l ] J J P ! sill planes arc assumed mbe lrcatd Southern Pule. J2 2 2 2 3 3 4 4 s -- - -- 7 Gypsum Wallboard Sd coders Sd coolant 7(a.Tal 111) 36 2 2 2 , , 4 5 6 Table 3.2B Bottom Plate to Foundation Connections (Anchor Bolts) Resisting (� 'r(_L^Y-J1.1 IIF-r��a---llll Husidbo Ad Ad (nemaraft3Jl) TabWatedcoaecdmtquldme¢u.MllbewowtudtobemWfipliWbyi.70forfruvdognotloceudwmuo8feet f1holdivg ThmsSecand<lus g5 90 IW IIU 120 130 140 II50 Lateral and Shear Loads from Wind - Exposure B W Punidebwrd Panels ad Bd (see manuhnurcr) tp�ns Wad Zed fmnh7 Diagonal a."Smuffng - Tabulated Told....a..loads uh..building laulW In Expo.ud B. 1.1 F�•i 1"x6"or l"s8" 2-lid 2-ad peru"rt t Tabulvud commlime ragttt.mcnu me basedoo veld upan mina 0.6 of the mafancmbly dud hW(06.10 pso. (Prescriptive Alternative to Table 3.2) w, E P E F E F E F E F E F E F F. F -- 1"x10"or wider 3-ed 3-10d per ippon " TabWnW connection tequuemuu un bald ane 12 ach ridge soup apuci¢g,for different rad w -- - --- - - gc r p spanng,multiply the =•I ' II', 4.,kd)w;laa,gl',', . '4G atbubmdvWueaby,he apodur,o nnuldpller below. Three Second Gwl wind Rtdge Comen.n Spmm{(lo) I2 16 192 24 48 72 Sheathing Loca,mri Stud Spacing Muim,m Nail Swore,for ad Cmvmoo Nail.or l Od Be.Nails ocidara rant Speed(m,h1 85 911 IUU IIU ❑(I IIU '4p I,n � O Structural Pmd. (laches,o c.) 1 1"oruee ed IW 6"edge l12"6"field MW6paer 100 'ba 1.60 add I.0 60U Buunrn l'Imcm Puundeoun Anchor Uall O t/] greahrthm l" IOJ Ibd 6-edge 16"field ' Wheo the tabulated oumbv of wilt nrgwredmEach and ofWerwPamwlwlmd We humingiultmhW m.ecvrJmw vera 12 6 12 6 11 6 IZ 6 12 6 12 6 13 6 @ 6 ❑ Lomacuun R¢eum Inundanov 911Pwru11N Maxnnum Anchor Bolt Spu,.,ng,ml Dugowl Bond Sheathing Table 3.1,the ridge reap and WdtOamd wilhg is not dquued. Inrc,iorZme 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 N7 1"x6"or 1"x8" 2.8d 2-IOd per mppore s Who.a cell. I.,, ad In aeuvf.midtlesbop,on-camber of lid comn0v¢uits required inueh end of we cull.de raced one 24 6 12 6 12 6 12 6 12 6 13 6 121 b t2' 6 1+-' I'2"Mchnr Rohs F 111.1111 and Shen,Loud, 1-3 scones 30 1"x10"or wider 3-lid 3-IOd pen support teed the tabulated number of gd cmnu¢on nails in a noel strop,or the number of 12d box mule in each end of the cn nor me need 12 6 12 6 13 6 12 6 12 6 12 6 li 6 12 6 13 5'N"Author Bah. Nuking ttgWremenbare bucd an wall ahwthmg wiled 6 inch.on-center at the panel edge.If wdl Sheathing is mudearl J inches on-caner rt the not exceed alae ubuhtW number of 110d bon nails in aural eu.p, a"I:d Zvnc be 16 6 12 6 12 6 12 6 12 6 12 6 12 6 I2 6 12- I-3 stories, 45 plupanel edge to olt higher slaw agreeme t isding aequ'vereenu 6nnuctural...beta.haH be doubled,or altvtwucvmectara,mch u shear 2/ 6 12 6 I2 6 12 d 12 6 11' 6 121 6 12c 6 12' 19escnpmebm,b arc bos<tl un mewnphuns m'fnblc J.2, WharfwWllheuongiseraphal to in final, toed para. - When anchor bolts areused to main uph0,lateral,and she.loads,the mexnnuu,anchor bolts hallo,cnxedehc le„cru all eab=W6.1 BOA SHMA GarL ammo vel uo fee"Plln[oad,rNINI:I2('I or Intent snit ehrnr loads(Table 32H) 1'in.,he,anchor hotWnnoids sae Seuuun I and 1223 3- Wharf well aheaNingumndnuove over connttted ramben,the mbuhred numberofndh shall be pe,mined to be reduced la l-I6d nal per fora. labunnad anchor Halts fur leeervl and shunt l"aJs assume wallsnrc sbaamedmucwNmc<wuh Secuun 344: P,u.rwu cell,Lceuuna ' Corrosion Mtebm 11 gage roofing veils and l6 gage swplee are pemuttW,Ehmk UBC for addmowl requirements. M4FAICAN WOODCOUNCIL Shemhmg Sae R.aenTma SPre.B Mmmum Nsmlw of Bd Common NHb ear lOd Box N.ila pe4p1gs .dadiu as) PE support type,the tabula,d]anchor hut,sin nagi shall be divided by One appropriate shuthing type selaawem fecal 'I I ebie J 17D,bat,nu c.uc'LJI anchor halt sp4cmgr exceed b ice,Jn cumcr AM I A ASSOCIATION Ist or 1 x8 Shandng 12-24 2 2 2 2 1 2 2 2 Fur E...gecnnd gas,wind opted,greamrthan 110 mph,woe a mhubmd lateral vanue from Table 35 arcane a-M2111.Lacnl mutat.u,1.tu,e Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirements iat larpnr sneammg be daer,,nn.d a„11M toed load,o-1,I Table Table 3.4A Rafter and/or Calling Joist to Top Plate Lateral and Shear Connection (Prescriptive Alternative to Table 3.9) F Nan quoting.,pmol edger rn) - F - N"I ap.cing el mtwee,at mPpans m Inc pmol field(m.) Requirements - Exposure 8 --- (Prescriptive Alternative to Table 3A) Dead Lord Andhra boil Roof Assembly DL as 10 per Fee wan thealun g within 4 feet afthe comes,the4 foot edge zone anuchmem dq,mm,epb eWl be used Live Loed Cmm�d Snow Load ' Tunisia]last he sad Ips„118 assume"shuthing anmhW w t.d tuning members with O t 0,49. For tmmng members with 0 425 G e 0.49,'It.nal spannge shall he reduced.6 Inches a,c. Table 3.2C Sill or Bottom Plate to Foundation Connections Anchor Bolts) zea par JD oar SD par 70 per Thom Smand Guar Wind Spend(mph) 85 90 100 110 120 130 140 I50 ' mr,xlenal pmol gmbg,g.len.rat=ed bran angaWll be peatnW to be mb.mtd rnrwmmnn veil.. Resisting Uplift Loads from Wind - Exposure B Roofspaa M) ' Tabulated nail.pml.,arum..Luddm,located,.Expuqure B (Prescriptive Alternative to Table 3.2) Rater/Ceiling Joist Wall Nttmher.1Ad Common Naga or l Bell Bax Nail.(There(Thereabout 12 24 36 12 24 36 12 24 36 12 24 36 Spot(I.,) Bright(ft.) Required m Each Raft,and/or Ceding Joist w Top Plain Comecnan 1S'" Rafter spanng 3.2A 1 2" Ranco Slope (ad Required Number of Ifid Common Ur 40d IS.Nails per Heel Joint C'enmenem'4'Li6° Table / Anchor Bolts - Sill Plate to Foundation Connections Resisting Harre Smmd Gnelwind Shear Loads from Wind - Ex seed in,h) 85 90 100 Ila 12u nu 140 1•, I2 10 2 2 2 2 7 3 3 ] 12 4 , ID 4 R 12 fi 11 I7 N IS 21 Exposure B Boman i n c m l wndmwn M,hor lle, Fmntlnrmn Au .U-1 16 5 9 13 S IF IS 8 IS 22 10 20 29 (Prescriptive Alternative to Table 3.2) Connecuon Rcsuuu Supporting Muxnmmt At.hur can S,.,.mg lm 8 2 2 J ] 3 4 4 4 3:12 P g 16 10 2 2 3 3 3 4 4 4 19.2 6 II Ifi 6 12 Ig 9 IX 27 12 24 35 1 a 24 7 IJ 19 8 IS 23 11 22 33 IS 19 44 Three Second Gave Winds eJfah 85 90 in 1110 110 120 Il0 140 150 uphll Luodv 1-3 uancs 72 10 49 39 JJ 2a �` .t v' II tl 3 7 / 4 3 S 5 5 12 7 5 A ) fi 9 5 9 I7 b Il 17 �Ega 23 _ 10 3 3 4 4 5 5 5 6 Fou0dalion Building Oimenemu IR"Anchor Bulb Imcriar Zones _ 16 4 7 10 4 R 12 6 11 I7 A 15 1+ Su I-3 series 72 73 .i7 45 JM u n o u Prescriptive lima ere hued on wrttmpdom in Table 7.9. 4.1 c_ ppartmg Perpendicular 1 presto _ 2 19.2 q 8 12 5 9 14 7 14 20 ') IN 2, Shearwall Land Ht.) Numberof Bolb Restated m Shevwvll Line as P,nclimm ere haled un nssumpbuns m'lable l2 N _ Tabulated eomeedoa tequaemenb mums abWldieg lxawdln Expoama B. when andmr bolls I"naeJ an refs,1111111.lateral,and shear land;in'n, mull anchor bdt hull not exeecd the lcaxr of the ubala¢tl o pacmgs s pgjo8 dpuallelw Nlen,lhe rum of the menaila iv the rater and ceiling Joist aadl equal orwceed the 24 5 10 IS 6 12 17 9 17 25 11 22 37 �� 2 3 3 2 4 5 5 6 labor'for upWt lunar l l able 32C l err lntral and shear loads(Table 3213) 1'mr unherancharhuhlmnWnuns x,it 3'2 1'7 and 1.23 : E S Whet eefinlate ere IwblleIn X IF wbulboad number ofwtb dquaed 12 3 4 6 3 5 7 4 7 10 5 9 14 " To avid a limo ,m mom tam 2 weatb sail be installed in each aide Of.raticr or ceflivlijim a when husband to a 2x4 top plate 5.12 16 3 6 A 3 fi 9 5 9 14 6 I+ 18 q or 3 tamale w each ride when foeuved to a 2x6 top plate. 192 4 7 10 4 8 11 6 11 16 7 14 21 28 3 3 4 5 6 6 7 X o m x ALTERNATE RIDGE STRAPPING 24 4 B 12 5 9 14 7 14 20 9 IA 27 I Story 32 3 4 5 5 6 7 8 Io DETAIL TO BE USED IN ALL �ys 36 4 4 5 6 7 8 9 11 CATHEDRAL LOCATIONS. 12 ] 3 5 3 4 5 3 5 N 4 7 10 `o 16 3 4 6 3 5 7 d 7 10 5 9 13 40 4 5 6 If 8 9 10 12 SIMPSON MSTA24 STRAP TIE a_ ° ] 12 50 5 6 7 8 10 11 13 15 TO BE INSTALLED 19" oc ter, m 19.2 3 5 7 3 6 8 4 8 12 5 10 IS 6U 6 7 8 10 11 13 IS 17 (ON EVERY RAFTER) {.Li W Q u Q' - ALL NOTES: 24 3 6 9 4 7 10 5 10 15 7 Il 19 70 7 8 9 II 13 15 is 20 ?• ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE 12 3 3 4 3 3 4 3 4 6 3 5 8 80 8 9 11 13 15 Ia 20 23 NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER 16 3 3 5 3 4 5 3 5 H 4 7 10 20 3 4 4 5 6 7 A 9 PROJECT 140: 9:13 UNDER 2x6 COLLAR HE ASSOCIATION(AF & PA) WOOD FRAME CONSTRUCTION MANUAL 19.2 3 q 6 3 4 6 3 6 9 4 A 11 24 4 ° 5 6 ] 9 10 11 UNDER RIDGE - 16• oc 646-2004 2tl 5 5 6 7 8 10 11 ❑ FACE NAIL USING(WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC 24 3 s 7 3 5 A 4 e 11 5 to 15 (4) IDD TIE ORAvm W. 32 5 6 7 8 10 11 13 IS TO EACH END OF COLLAR PE CMA HIGH WIND EDITION. 12 3 3 3 3 3 J 3 3 5 J 4 6 2Swnes 36 6 6 8 9 II 13 14 17 UNDER RIDGE - 16' oc. (1) SHEATHING TO BE NAILED TO CCA SILL Iz 12 I6 3 3 4 3 3 4 3 4 6 3 5 8 a0 b 7 8 10 12 I4 16 1N CHECKED W. 19.2 3 3 4 ] 3 5 3 5 7 3 6 9 50 8 9 10 12 IS 17 20 23 (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM 24 ] q s 3 4 6 3 6 9 4 H II 60 9 to 12 15 18 21 24 27 If d a a a st scut: (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES 1 Nailing requa eana shall be loadquedw be dreaded 25%details.e enriched. 70 11 12 14 17 20 24 28 32 0 1/4"= 1'-0" 80 12 13 16 20 23 27 32 36 (4) SHEATHING TO BE NAILED TO TOP PLATE ° Heel joint connections adnotrequhcdwhcathemdge is supportedbys Intensities wall,header mrridgebeum designed to resuttheepplied 28 6 7 8 10 11 1} IS IB w7e leads. l2 7 7 9 11 U is 17 20 02- 16-04 ' Wien inter-nednte suppun of the rafter is provtdied by vertical denture porhns to a loadhuanng wall,the tabulated heel loot conncdinn 36 8 8 10 12 14 1] 10 23 requirement.,shall be peanunc l 10 be reduced prolportanally to the reduction,n spun 40 8 9 11 14 Ifi 19 22 25 3 Stories ' I�.qurvalenl emwecnons are reyuved fur cethngjoiist to eeilingJotst lap spinets SU 10 11 14 17 Zo Z3 21 11 ° Tabulmed her Joint connection rcgwre.ants do mm include rhe addibmnal wmghlof the Eaton,assembly 60 12 14 17 2D 2q 2b 32 3] ° Tabulated beet joint connection requirements assume ceiling j.sts or nRer ties ere located al the bottom of the at uc space Wlmncolog 70 14 16 19 23 2tl 32 38 43 so 16 18 22 27 72 37 43 49 Joins re rater lies ere located higher in the enm rPtace,no attic Homgc a assumed,mJ tae hbuhted heel lmial cann,Etinn requiremenu shall Anchorage required to resist lateral lauds shell be delertni nd in the foundation design per Section 1,1,4 be Incrcased by the following factors. Prescriptive liwb arc bused on awumpHans in Table 11. NOTE: _ Ceiling}leight/Roof Ridge (led Joint COnmeminn - Anchor bulli shall be mdarmly diatnbuted Hong the length of The aloe"rvra111ine,and to an case shall the anchor bolt DETAIL li it ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO l Hetght pitMp) Adjustment Factor, spacing exceed 6 feet an center, For other anchor bolt limitations see Section 3.2.1.7 !'11L 1V1 HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED - v2 2 ' Sill Plats ad-tanned In be treated Suunhem Pine AMOUNT CALCULATED FOR EACH CASE. „. - 113 I s sHs ac ,r T T T_~ -- %' 114 1.33 u6 125 NAILING NOTE: v6 1a SCHEDULE PROVIDE SOLID BLOCKING G ALL FLOOR JOISTS AND RAFTERS , vin 1,11 ALL ROOF SHEATHING IS TO BE FASTENED AND INSTALLED TO MEET & REQUIRED BY THE BUILDING CODE E THE STATE OF NEW YORK, Note Launldeflection ofthemfterbelow the raterties ma exceed]'4inch when mfrerhesare funded above onc-bad OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, NOTES AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) mfthe ridge hnghL H"or when u,r:grcmcr lhm2rem and may dgvire aeditimnal donsidenmm�, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY AMERICAN FOREST&PAPER ASSOCIATION DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: SHEET NO EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE ALL PLYWOOD SHEATHING IS TO STAGGER FLOOR JOISTS AND TOP PLATE TO Copyright 2003,East End Design Associates, LLC. THIS GABLE STUDS (SEE LAYOUT). All floor plans and elevations are protected under Federal Copyright Law MATERIAL OR WORKMANSHIP PROVIDED TO T NOT BEEN RETAINED TO INSURE PROPER HIS J ION OOB SITE. ANY Plans may not be reproduced without written authorization. ALL PLYWOOD IS TO BE NAILED TO TOP PLATES UNDER RAFTER TAILS. All plans and designs are the sole property of East End Design Associates, LLC. 1 The right to build only one structure from these plans is Ilscensed exclusivly to the buyer 1 4 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept.of Health Services,Town Building Departments, DEC,FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. ENCINEEA'S {1 Table 3.231) Reduced Full Height Stud Requirements for Headers or Window Sill5CT5 • w Plates in Exterior Walls Resisting Wind Loads - Exposure B & C Table 3.248 Header Spans for Interior Loadbearing Walls ALL TABLES ARE FROM THE AMERICAN FOREST & ALL TABLES ARE FROM THE AMERICAN FOREST & g (Supporting Two Center Bearing Floors) PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL amn„a oil Top late MLtohcAifa)OrDIs�pBfcanBottom Plate IJP?awimnnvesoPlate(b;t° FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION Will[lleighl(Wild,wheat is life Inflatorof a orb Dead Lead guouicannaa: acroCeilmg Aeaembly DL=l0 pvf FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION (PRESCRIPTIVE DESIGN) (PRESCRIPTIVE DESIGN) o.o U.1 0.2 03 u os 06 0.7 u.d 1),9 ,o BulldogWall(A.) 3 Wall Stud Header Spin(R) 12 24 36 , Spacing(1[.j Flunbcr nl FLII IIcight SNd Regwred rt F.Lh End of ULe Heider' Maximum Heatl24GiNe1 Spann err 2 1 1 1 1 I 1 I I 1 1 nrmnov Lumber S ,dei d'^ 4 1 l 2 2 2 2 2 2 2 I I rumors switching size (Mia.) (Ran.) (ft.in.) TABLE 8404.1.111) I 1 PLAIN CONCRETE AND PLAIN MASONNRY FOUNDATION WALLS Table 3.23A Header Spans for Exterior Loadbearing Walls Resisting Wind Loads - 6 1 2 2 3 3 3 3 3 n 1Inc From oil,) 2dxA 2-I0 2. 1 1-9 PLAIN CONCRETE MINIMUM NOMINAL 1- p�A1N Mp5pNNP M,NIMLMNOM1IINA_PIgLe 8 1 2 l ICloil Batting) 7.2x6 4-2 ]-1 2-n TmcNNEss Exposure 6 2 1 2 q 5 5 S 5 5 4 2 1 2-2x8 5.4 ]- 11 ]-3 MAXIMUM __ _ svncwsaeaa Pncnml t0 3 1 wau THICHNEBs paean`] 12 1 3 4 6 6 fi MAXIMUM V.'q,l 6 6 4 3 1 2-2x10 6-6 4-9 J 11 not N UNBALAHLCD GM GQ 9C,MH MLLL be MF,NIL BACNFjou HEIGHT' GW,GP SM,9MSG anJ,n°rp Le GW GP,SW ant GM,GC,SM andhprpa,LL Thrcc Becnnd Guar wind Speed l4 1 3 5 IS 7 7 7 6 5 1 2-2x12 7-6 5-6 4-7 Ilan (mph' XS 90 100 110 120 1141 141) 150 l0 ' pain] s1[dna 9P enJ ML CL_ aP ]MSC and ML LL 1 3 6 7 8 8 8 7 6 i 3-2x8 6-s 4- 10 4-0 6 fi -� 2 I 1 1 1 1 I 1 1 1 6 u,ulWd u-" Haub`' r_ Msximism lluderlGitder Spans far Coronion Lumber Spaks'a'''''0 q 1 I I ]-'-x10 B- 1 h-n 4- I I - ^ b n L,JIId i li a 1 1 1 1 2 2 2 1 I I 1-2x12 9 5 6- 1'. 3-9 y b 6 n 6a.IUJ 718 dthi n-• Size iH:m) (tt:mJ (fl:m) (R-mJ oft....) (R:and (R:m) (R:InV 6 l I 2 2 3 7 J 2 2 1 I 4-7xN 7-8 5-9 4-8 - 6 At 6 6 6 6,JUdd or I,xIIp 2.2x4 7.1 6-A 6-0 5-5 5-0 4-7 4-1 4-0 16 Ia I 2 2 3 7 3 3 J 2 3.2x'0 9.4 ti-10 5-8 L 6 Bs X IL'J - I 2 3 4 4 4 4 4 o e,ub alar• 3 2 4-2x12 10-IJ fl-0 1 7 23rn 8-7 7.9 7-U ti.4 5 1 5-5 5-0 4-8 L2 I _ 3 4 5 5 5 0 0 6 8u L,al,1, Ili lu 4 3 2 1 Maximum Hnder/GWcr Spent for Glued _ L 8 1 In 11 -2.x8 io- 8-9 7_I1 7-2 6-7 6. 1 5-8 5.7 14 1 2 c 5 G 6 6 S 4 LamlvamJ HcauuJ'v• 8 8 IU It a„Jeal' ..•, w- 2�x10 10.3 9.8 8-9 7-11 i 6.8 6-3 5-10 16 1 3 4 6 6 fi 6 6 4 3 4 . n t, - slaccossic SvA (R•BL1 (k-in) (E;In.) 6 saliJ°or 8 net d ul I 2-2x12 10.9 10-2 9-2 8-4 i-8 7- 1 6-7 6-1 2 1 1 1 1 1 1 1 1 1 1 45500 5-4 }-3 2-6 , tl 6 6suldd IIR ,0 I' Id,h I1-4 I0-9 9-tl 8-9 8-1 7-5 4 1 1 1 N 'I IV - ]dx,0 12.7 II- 6- I1 6-5 I I l 1 1 I I ,r, J' - 10 10-8 9.8 8-11 8-3 7-7 7.1 6 1 1 1 2 2 2 2, 2 1 1 3rb.x75 fi-8 4-1 J-2 U 1r ,3 1' o L , 34x'2 11-2 '2-fi 11 -3 10-e 9-4 8.8 8-0 7 6 24 8 1 1 2 2 1 - u.ubJ' L'u J' 4-1o8 11-1 :2-5 Il-2 ID 9'4 8-7 8-U 7.5 I 1 2 3 3 7 3 3x8.250 tl-U 9- II 7- 10 6 ` „runs , rTl 2 2 2 2 2 I 1 e 6 10 1 3x9.625 9'4 5.9 4-5 6 12 1 4 2 1 1 3x It x130 108 6-7 5- I J s X 7-2x10 14-6 :JB 12-4 11 -2 IO-l 9-6 8- 10 Bl 2 2 3 3 J 3 3 2 + 1 8 ° III III .1' 44x12 L M, ..-Hu,JndGuder Spun,for Gained L.,Ild Hearse X h ' ]Lew aci •afbha runner! i 2 ] 4 4 4 4 e 3 ] I 1x13750 13-4 8-3 6-4 I }I I ,,,n _1:111, 1111 � '1a Ili FwtliwlcI Fmm�:�Je 1"lie u.�a- I .,,II e,Ie♦ W „n, IAOAs Han of 3x15.125 14-H 9-1 7-U IV-n 6tI final he unix Intern,load(w)given of Table 35 1NL"' ln, l a� r4+'vuaa-ina5l4 ^ O P t c top or bvNom late b each lull Lm' l rt I I v J I If-'-11 P lid shot]be I m r ' P. ' aL' limes half Oflhe header s m 2 4]x4`4 b-them aired 3'116.500 16.0 0-ID +rv'N:x ludo"„ ,'nal 'fie LJh Sim Cls selected Rnm 3.231) 8-i clans o ,er lir:, num.«:- b. h , P ) q Number alfa]]height nmec net..wl I (R-:v) (R in) (R-w.) (fl.�ia) (R:b1.1 (ft (fl-m) IR-in) (NPH) „ 5 «,n..,n-dun,n.ntlu L„ILdsullCNnsrlcrmn Nplar nRelnw?1blL lta:�sm. r " . � ,.L, .,n Top or➢attain Phle[uEach Full Height Stud Connecnnn=wa(L.'2)+NFI[ 3.17.875 n 10.8 8-3 111fil E dln.Lfi ILciXhlu Rin tri, vI Ihmehl.'.. I, nrnd nvnnr hnvu,La,levels`a for,anmLr.e alae .lib,, 1 ]x19230 v 11 -4 X- II hx.til ,;gLl,ledl JLmwne"Holl al I'll- ]iris-weundkve nine u,p:Tlhelumvel:e,L11uH- 3X5 504) o IS-5 13-11 12-8 It-7 10-X 9-11 9- 1x0 975 o v I5-6 142 13-0 12-U I1-1 I0-4 ]x2.168 m 12-4 9-6 I�"" "�-�';,I h..,-n weu.r a,llJumon , 3x8.250 ° ° v 15-6 14-2 13-1 12-2 11-4 3x22.000 n 13-a_ 10-2 I1 Rullulrl;uud'h011 sin n,n�l�e..,l, lubL,Ulla 1l,L.radeubu diel.....L:Jed, 3x9.625 v n n n 15.4 14-2 13-2 12-3 r 3.23375 v 14-8 10-9 ern,LVL.,-ne,,•.nm'n1: pm, JLd nnnnlm, Ill 11100 e o v o m 15- 1 14-0 13-1 _ l101b le Top Plate 1x:,4750 u '.4- IU II -5 P11I a";o,u,n,L e a'E"o, I....of, It e ].flat poi 7x12775 n n n n tl 14-11 13- 11 \I r SIL55W 6-10 4 10 3-7 1x13750 c v v o o c 15-8 14-8 ��� 5.6,875 8-7 6-1 4 6 TABLE R{0{1.152) W 3l,15 125 _ u u u n n 15.4 ^\ 7� 5%9.623 12-0 8-6 6-4 REINFORCED CONCRETE AND MASON11-FOUNDATION WALLS O 3x1650110 _ o G O o o c ���_ a Sx 11000 1}_b 9.9 7-] MINIMUM VERTICAL REINFORCEMENT SUE AND SP 3,17 ••L�,,,�I��11, 1y1y��.11Il��yy ;�� J_ Sa12.3i5 15-5 11-0 gQ BANCN NOMINAL WALL THICKNESS ^ L, 3,17 h15 c v c e o 0 v _ Haider MAXIMUM WALL NEIGH] BACXFILL HEICHN 3x19250 L u .. u u v o - 5%15.125 n 13-5 10-0 MAXIMUM UNNALpNCED - sen Full Haight-,, 10 one !Nati GW,GP 9W antl SP aollF GM,Gel SM,SIMSC enJ ML SCMH,MLLL J rparto ):120b25 o c n ° a v lax Ifi.500 u 14"7 I0- 3.SlCad e o v v c v v c Stud Jack Slash. 5x17875 0 15- 10 11-9 < - k''la-08, ell EL, do. ,:4 al 4R"o lX2J.P5 u n .. u n u _ Sx19.2s0 n v 12-x - = e4u14X'u" 941[441"0.: "4 e[ IF I I, oc Ocoo Wlndi� - ac„I4h'.L 1,14 750 c _ o c �., h 5x20.623 n v 13-7 4 T4 lir 4Lr'uc x9 al4R'n. n ° SitI Plate - e, r I• 5x5 500D o v o v _ v e 15.5 T Msxlmum allowable hurler/Ipvler rain accede Ifi fmL spins are 4.at'I8' o c n4 a14R'n r E4 VI 5x6875 a v e v c v e o `"�C2;� lon ad w l6 fees e4.r'4s` o,c 15 at 48'nc d'at xa•l h,"a C. 5X825V Tahulmdspacs we board pn N2 Gritle Hili-Piq rvJ are npalseble - s - 45,i 4U'u.e. ADw48",:e to r revs with equal of ester F,and E Rom the supplication I I. y4 al as"Lx P 9 Q PP ( �, F4 aI-I b' o, rl al An, `T X _ Y4 a4l Ai nP sx9 G25 v o c o v o v d Douglas Fir-larch,Southern Pine,lir Spnurllial it) lin N; rt5 m 4R"u_ 116ln-a, ar e5 Gredc lumber,cases shall be Multiplied by U 75 cil] a6.1, 4 Ll Ivalarum.:]..his headetiguder arena are hushed to 16 fur �G D P V {� " rt5 nN8"..- d6 a1'.n"d.J' se,n '4 xL ' trial land.hexdve nus shot]Le led to Le 4.,,.,7,76 096,fur fewNa 11.Crltxl aviWia Alas ``��� .� I Tabulated ryws usumc 2{F cambhwdin glulem. T5 +1 ar IS the F4 at 48"t hi u:4, n p permit y gBu rel..liiag'.mete. \�Y��`� 1 Tabulated spored nn.m.hendanimp,mano,drigle apnr A... ni. a it fit, -- ' Tabulated apses Mruna,a building located in Exposure A Bottom Plate-' �� � Form.dons.,,mant,candnuow two Haan fldvrnaveebWoled ei a'qg OS a'�g"i0 R"^ : X x k6 at 48",,, In ' The numb(rofiaCX finds required at each cad ofthe header shall be daerminad from Table 112F \` �L` ;pail Audi be mul[,FheA by 0,R9. AS a:4U".e, C6 at 32'x., '1 b6 at r, - L 9 fiLI-4' '1 I F,and edvaluea uebevedan 02 G rade He Fir-T dareeplwar,I et. sence SpruwiWagvnl or kaealV Ib,mrnofineksmJs regwmdul mLLled df:hc XrnirraMll he rnrnF In-I nm lM1nv•,u'.8 , - - 6a12a uc PSu Ill"e. s Fu and te finm We Shipplan...a 4Ff V e wort ll Fi nt..Imh,SuwLem Pme,lir Spruce-Noe FG)- Continental Don Table 3.24L'. ;b,.11 IN N r ,mJ nine„1I,d, m 11 d n u.,°rra GI1a Tab t. L •111-1vrudaunrty.e,su;:.1d1,1nach.Iv,,�a "'I'Ll...urneo-....un,!a,uu l n7nl-relnel IF LU'd ou at •hi , fill.n uJ ,I" ,IId Ia fai dl of llbag24FcvrngWmdnt cube _eIn a err x,111:,,n Lvee rot nueq 11 1,^ Incthe vtwbcr of Poll brig],smd3 regwred at each lid cribs bade`shall W determined in accordance I,+ with Tsbk7�7C �, r, �., ',hall b,Grade It The dial mCClram we b.r"Ill,an 'ILEEThr aril.0 the oannr.l\en„rl r,nlwcv, Table 3.24A Header Spans for Interior Loiadbearing Walls Table 3.24C Jack Stud Requirements for Headers In Interior Loadbearing Walls hm,aL.,re,r,n.,,.aLL: (SupportingOneCenter BearingRoor) - - 1k 11 w,Inn,Ih_.:sbuclatah"lm\,n1, Ret"lbw-b.RgRI ,lh hUEr _-,n."rnr. '1,ghn:he d'1,nr1n1 ,exar find- `..... alar n$II LUJ,a„le„-u,unJl--rn,bre,re,w ',r,ah graunJ e,ellr he 4 I IlVbpun, ulLr,nr:p,,,ine,l.b span rlCr,I,an-.,.,r,. I able 3.258 Header Spans for Exterior Non-Loadbearing Walls and Window Sill _ Rnnfspnn(R) n,.nn:,file-,n.,nrera,Lm6, Plate Spans Reslsting Wind Loads - Exposure B Uead Load Naumptlaou RaofirC.eiling.Assembly DL-10 psf 2 24 36 HCeder Width Building Width(fl.) J" 451 5" 6" 3" 4.5" 5" 6" 7" A.5" 5" b" TABLE R404.1n(]) p 12 24 36 2-2x 3-2x 42x 2-2x 3-2x REINFORCED CONCRETE AND MASON FOUNDATION WALLS "Three SreorNGusl WmdS ad 4-2x7 2-2x 3-2x 4-2Xi GS 91) 100 110 IiU li0 IqD 150 VERTICAL REINFORCEMENT9MEANO SMCINGa• (m; Jablaxicmn Header/Girder Spans far HCndC[ FOR 1l-INCH NOMINAL WALL THICKNESS-I]I Header Supporting ,a Mq.T M1NMWALL MAXIMUM UNBALANCEC Sall[lassos° Ceiunml Lumbers mea Vumbar ufJuck Suits Required¢[Both End of the Heider' Muxuuwv HcadcdOildcr Spans for Common Lumber SlMmav'"u Spnn(R) 11 rydian: BACMFILLHEIGHP GW,GP SW an $p Headers Suppurtwg size (fR: - a - sim (fl-loo) (ft in 1 (A.LI,) (fl-m.) (R:iv) Rin 0 L:1 ft-in One Flovr GN Isua; - (hall .alta GM,GC Btl n-,2 antl Ml nolle SC,MH,ML CS72 moraen,<CL tl 2 1 1 t 1 1 1 1 1 1 1 1 I MI al 72 o tl,1�r 72 uc Y.,r 7Y' fill 3= ( J ( - )' 2-2x4 N-4 3-1 2-6 9 I I I 1 I 7 1 7 1 l 1 I - i x4 n1 i,c. IJx4rflal 7'l 6- 1 (L'enlu Hewing) 2-2x6 65-5 4- Wa112 n ']' L rrTT11 10 6 5-7 5-2 4'9 4-5 ,I- 1 6 3-h a '14.117-'"nc 04 a[72' 1'2x6 flat 10-7 2.2x8 83- 6 1 1 l 1 1 1 l 1 2 l 7 1 __ x•7'164 o r k l.14b":. L"'^ - ( ) 10-0 9-U 8-3 7-fi G-11 b-5 6-0 ] 5-9 4-5 fine Fluor Onl - as,it r4.1146 IL "e' nF Y 8 I 1 l ] 2 1 1 1 2 2 2 1 _ d5II!il , R:JI'2"OS. 4.1 J1 72' V C I Qnter➢cAf10 N4 al J"r 2-2a4(flat) ;0-9 10-2 132 12- 7-8 7- 1 9 7 6 1 2-2x10 9 -]1 7-0 joy Dearing) 10 I 1 I 1 2 2 1 I 7 2 2 8 ^ 14 u!%'."fir 4a x'36" v, U In a g N4 m64',u xs al 72 u 12 1 I I 7 2 2 2 I ] 2 2 NSm ba'bc crtlsU`_' nL O P 2-2x6 Pat Set 14-11 dby 12-2 11 -2 n8fe 9n 1. 2-2x12 111 11 in 8-1 6-7 1s14�9"lir. Y4 LI72'cc TnbulnleJ bead,`vpw shell be pemutted m be divided by 0 9/,Rotational nut l.rntcd within tl feet ridiculing cnmem. 3-2xs Ifo- 2 7-2 i- 10 14 2 I 1 1 3 2 2 2 4 3 3 5 5 al 41 d., Ln o a, g w4 nlrr ac ear 72"o.L no-, ?U ���II " o _tt 16 2 I 1 1 3 2 2 2 4 3 ? '' n x4 alC oc. 41m5G'u.e " v, o Tabulated`Pins svum<abuilding located in Fxpnerac A. 3-2x10 tit-5 89 7-2 2 1 1 1 1 1 1 1 1 2 I I 1 e4 m56' oc 4<,u A.1"or E ' TnLulmal howls spans are°recd inn lO rmlr wall he,gM.a For other woll6elCha,H,Nc tsbulned headtt spans shah he Amldul 3-2x12 140-4 I0-2 8-3 d'ImgO"lie Pfi,164'fir. y n i 4 1 1 l 1 2 1 1 I 3 2 2 2 ° ac lir h4' JC c6wu46L, 7! nl as"e, Fr _ by ...d"'-' 4-2x8 10 .6 8-3 G-9 6 2 1 1 1 3 2 2 2 4 3 2 45v ` _ o'a:72 of d6 ul I,aH n„L-..1 ova, l I.uI KIII ^ ].bit lMed value arc hand no q2 fir.Ae Han-FU,mW arc apphcahle to species with equal Granas,`F„and E Gum a'e 4-2x10 I-N-4 10- I 8"3 Twn Flamm 8 2 2 l 1 J 2 2 2 5 3 3 7 '•b,;,., .I Lu fie ]]polar Helie......•r V] Q VJ 3 SnVplanan(D.e.,Douglas Fc-Luck,S.urhem Pine,nr.ipmre Pive-Fir)- n dill n,6.IL n mono;nn,da O Fv, W a The numher.ffall light arida re wrudve 4-2x12 a II -9 9-7 (Center Rcarin l !U 2 , 2 1 4 3 3 2 Q F-, k q sch end of the header shall he delennined iru,rxuName want 1Lbk]23C. 8 6 4 4 7 b 111:m, mm a hur B Mnxwnum Aneden EEXp 3 2 2 5 3 3 3 7 S 4 4 r„aL, �n. ,_m,uo,.,n.,zeH",n„xL�,y ,,sun Fall „al ,n,u n.r:mr . 7141 oa 'Gvder S ios for Glued 12 2 u '- - ,. - a a I o W Q 2 5 4 3 3 R S 5 4 114-1..I mnft-,,,,,hit :zamlr a,.n,a„ , 1),n+ m., °, mem, °r"rmeatr,u],,nen:,, 4,11 u..,,1u Lantmnl<d Heauu-'a^ 14 3 2 2 a I":au 110, n ,,.h,ruec dl „d:I,I d,L a.a1 -n ,. 16 4 3 2 2 6 4 4 3 9 6 5 5 dHd 1s:.- .,mnaco,-J1n:1wlP:be4Io:4 van 1'RLH.`uLw,arlcr' .tcmn.-,., n. PROJECT Ne: Sae (A-IN) (R-in.) (ft.w.j i Where the vaambaoflack studs equals 1,the header shill be perrnlfhdbbe supported baa Reminp anchor attached to the liilb . ] fir„sane.l•,au,, 1 Rau , � Table 3.25C Full Height Stud Requirements for Headers or Window 5111 Plates inscat 9 4-4 ll ald'xaF llb'er,I:,.a Elint he11IL-1nldmllxwF,ljion,ofao, wllen,,, car,,,, • 846-2004 3..15.500 7 -3 5- height wall sod e„161 Ic,gh x.111 n;,,,aaa,red 6I1L nI1 fir 1,nLb srxLr,d len: m dnnp mhNwu 1[L,,,,:rel alar ..,,' Le., e, uDMxH m Exterior Walls ResistingWlndLoads - ExposureB & C 3x6.875 9 - 1 7-3 5- 5 Art equivalent number of full height smdsmerecalltueplaeJack solds, alRdequalegmvuycuinculwnsare pruvided 3.8,250 IU - 11 8-8 6-6 CMA W all Stud Span,(al) 3x9.625 12i-9 10- 1 7-7 I CHECKED Ra 12 Ib 2a 3XII.000 141-7 11-7 8-8 REINFORCED CONCRETE AND MASON Vat FOUNDATION WALLS Healer Spun to Number of Full Height Said Required ar land, 3X]2.375 m 13, i - 5r"r. 0 9-9 �- EndolNelIeedcr' 3x13750 CO MINIMUM VERTICALINCH NOMINAL ENTALL SEE ANU9MCINC"' MAXIMUM WALL MAXIMUM 1 14.5 ]0- 10 MAXIMUM FOR 1a-INCVl 9olIIICI L rXICHNE55 M1E 1 4."= 1'-Qrr 2 1 I x15,12$ o 15. 11 1: - 0 HEIGHT BACKFILLNEIGHP GW,GP,SW and 9C.MH,MLCLantl 02- 18-04 '' 2 GM,GC SM,SM Be enJ ML s°Ib InorOWCOLeodl 6 3 1 - 3x16,500 n v ;3.0 `rein] teal SP..If. 8 a ] 7x17.875 ci n A I 4 u4 al oC Wm56"Jar - 94 auto"a: 10 5 4 3 5x5.500 8- ` P4 if i6".0 Wa15fi' 1, 12 6 �' k:m in' a b.i.4E' u c tl 6-10 6-0 r:4,n `L^, 5 7 44 al 4u" .4 i 6 4 .x 875 10 -9 8-7 7-6 - a n.50'nc 45 at 56'aC _ R5a 4U'„ 5 14e56" .",u I, At tE8,"I F,.I s1,J6"JL :6 X 6 4 5x968 IS - 1 1'2-U IO-6 6 Ya al$6".I.L PI m':e"o.c -- 'lhc number of full height ends required.vt encs eu.l Little Szl l.(Nq m IJ-8 12-0 I �14 al:d, os. p4 as 33'b o, ,fin s'i ' .,coder sball be permnext to be reduced In wcnrdence wuh _ _ p'At 56`o r, 85 h 40"o c L - j 5x12.375 m 15-5 13 - _ J ohCrcquMcmen[sofSm:nn}4.142anA TffiIn 7230. s 5 Ntm 56"o.c. C4 al56'o:. 4.1 at , , rHl n15C ac ❑4.140'7` 44 ah18' a, 5x13.750 m u 15-0 9 � o-4 et J_'n 1 J4.1111"Je 5x15.125 fin v L '4 w.6"a C, A5 at 48"n r. la used t n allowable Laded iNmr ! x5 at 40 a r'G v 4U•d J ,I-it g spm exceeds I6 feet,spans we P. 1 r SHEET mlE Lma-ed 1u I61mL To v ..-n-_; ,,,a,1 °, -3b-s n at ' Tabulated space me based on h2 Grade,Halandareappllwble ., rwn, Ill Ill brTaP,sI..3wadl.aaonrymwdhelldtm..,m.Wit FOUNDATION to cies wall ou ` rmi 1r teal g all 51.-1 Ind ap.L1[u",a"C"'1111,aun Lill-t .na'alae:.nlnGrld a,,,pitltalian r nr.,l'toil l:pan n l A pe 1.'tram THICKNESS ape q hem Pi Fin and fi icer the Supplement(i c - ;palms d IF,rtr].``last Ln 11.1 al l 1.2 n oil, Douglas Pir-Lesch,Southern Pin¢,fir SpmccPinePv). Lor M3 Gmdc ' lumber,spans shall be multipliedl by 0.75. ,7.1 h:I.� 1`11,x.r dicl hij i;md.n6 Tor n,I IED The JiaLnml trot the fro,n m,,-i .Ia ui du,call"no.rnl...Ilen,cJ,r„Ion"11, dwll-.1 I,:,I REINFORCEMENT T¢buI¢ted spans assume 24F combination glulam. t ,01,1.,,.,fir_n .,,.-m 1.""n i,,:b I,-LI eon, u,JL:.n.,5L, ,I a,l_w Tawe Ie-u5 1 TABLES Tabulated arms Balance headers euppnrting single span a-,Gott. ,. Ida.-Ia I:,Lnr,LL,11 ne,r 1 , h, d- L.u6"XIr-J the E,Incl In L111aaur,F umaamle,eH Wn'T ,fin , ILlr n.1L-ll LL,dnI,u l,e`'easel r udme,ve'wr gam ,,m,x,Lnm war.,, pnn7tl ,Lel urhrwu'In.,rnn'I-cnnr,x,rbrm - For[leaders supporting oondrunms two span tloo*Joists tabulated a.,I.0.,. sprang.,hell be multiplied by 0,89- 1 The number Drama studs required w inch and of the header shall be SHE-Er NO llammmed from Table 3.240. ©Copyright 2003, East End Design Associates, LLC All floor plans and elevations are protected under Federal Copyright Law. Plans may not be reproduced without written authorization. All plans and designs are the sole property Of East End Design Associates, LLC 6 o f 1 4 The right to build only one structure from these plans is liscensed exclusrvly to the buyer. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept, of Health Services,•town Building Departments, DEC,FEMA, etc. Verify all conditions, codes,and requirements with such agencies prior to construction. rl � 1 r� _ Ill h-111' 911 .11111 !11 III 111111 ' 1111 III! 11 111111 \ 11 LI 1!11 II II _ II III I,' i' 1111, 11� :10! 111 IMI 11111 ]FTH 1� IIII I� I V I I I h I I � IhIII I I II� I 1 'I I -- ! IIII 1..1111 ' I! II III II III. tl11111. .1i IIIII�IIIIIII _-- II II 1 (IIII II II III ! 1 q l II II III' 111 III II ' HillI I II] Ill I 11111 1.III 1 1 1 1 11111 1 I 1111 I f w I p 111 11 11 ,I 1 Ill ! !11111 I1i11 11 11, 11 'I 111 ! I1 . IL III 111, 111 ,1 1111111 1111 11 II IIII III! IIII IIII ill. 11 IIII III �11-1 Ilr1111 ,111111111 ! III - - IIII I: 111II ' II ,I II II IN II II11 II 111111 N � ` 1111111.11 III II IIII , �1II 11_l 1111 1 :. 11111 1, I -., i:Ill 1!1111 1 i III `�J [7] rJ? it 111 lit II II III - II II II I--1111 ',11 �' �Ilrtla I ! 111 � I SII � 1 � 1 I I 1 III I 11 :1 II I I' II I 1111 l 1! I I� W H _ - 1111" -'771` - 1 III 'I�11 --f--- 11111111111 1111111111 ,11111 11111,111111111 � E 1111111111111 111111.I I i I1,1.1 i111111l 11111111 1111111111111 l Dill! 1 IIII III IIII Ills i' L_L_LJ III II 11111 III 11 iii �_-__ _ _ �1 , q�lllil 111' 11111 lll II 'I Illry II 11 tl 1 Illlla - - -- 11111 :I 1! I IIII � � VIII !I III gill. Ed 11111 !III II! , I1 h .I _ O II IIII I,! 1111 !1 Il 1111 11 4111 � II II 11 '1111 ' I '' IIII .i II 'll !11.111 II 'IR ll' :!� 1. � 11. :'l l� I I 111, li III - 1111 III 1! 11 1I I � ' 1'1, 7 11111 1 „ ��1� I 1MJM r -rr : 1 IIl''llll II 11111 li - - .II I1 -- I I'1 I1 II I! IIII !I I �I � ! I I' 1 1 � � I� I I II I I I : I d l l ' tl 11 Ill 11, I� �I I I II � I VIII IIVIII 11 Ill 1.111111 1. 1 II 111 III' VIIII ( 1111 '11 I� .I II 1111111 11 ! 1' I VIII 11111,, 11 Ii ,1II 'I 1111111IL IIhI I : ! ! III II_I I ' 1limmilillill 11 FRONT ELEVATIONIS - -- --- U ➢ £ FHJ run mfr .Ir1'T I I��I! 1 — III 11 11 11 111! 1111111111�1111111111i 111 ---_ 111 II, i I II 1 I xo . d - 846-2004 DRII CMA 11 Will CHEMEM W. ,1111 II II !Il1i 1 11;111111 1111H11111 11111 I IIIIII - 1i1111 LT 11Lu—�� 11 11111 --- - 111111 IIill - 1111 1111! 1111 :1 ! IIIII 1II !11' 1I 1, I1. I III IIIIII III --- 111 1I 11 X111 - 1 - - 1 1�4 1 -0' 111111 ! I 'I IIIIII IIIIII II „ T !I :1 !'! i ', III - -- - - - o 111 ''111 I1 111 - I li:. I i III 11 " 1! !111 I IIIIII Il ilh h111 .1111111 � 11 �� 1 1 � I � � � 1 n mrE: ! II I; 111 II II ' ll 1' !11111111! .' 111 ''1111111' 11 111111111111 1111 ll ! 1 III il !I 1111 1 — I. I 1111 CII I, 11111111 '11; 1 '11111111111 !I !I 911111! 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IIIIII Il II II [ill II 1111 II 1111 II II '. II II 'l l II II 111 1. 1! I' II !II ! 1 11 : 1 1 1 ! 1 1 1 I" ELEVAT��NS II 11 11 II I II 11 II 11 6 1111 !I Ii I III '1 ' J 11 I II I! 1I I, I: 1 II 1 1 1 'I :IIII !! VIII I' 1 II p i! I 1 1 1 1I - - - 111111111111111IIIIIIIU1111111i1 111 'I I1I III : II!III! !II ! 11 1' " 11 - - - - - - 11 '1II 111111 IIIIII !III II 111; Il 1 1 I 11j ; 11111. 1.11 ©Copyright 2004,East End Design Associates, LLC. All floor plans and elevations are protected under Federal Copyright ht La w. Pins may 6e reproducedroduced without written en a ulhonzali on. sxExo All plans and designs are the sole property of East End Design Associates,LLC. REEAR ELEVATION The right to build only one structure from these plans is liscensed exclusivly to the buyer. �7 O Ir Acceptance of these drawings does not authorize the right / 14 to build without the authorization of local governing agencies, such its Suffolk County Dept of Health Services,Town Building Departments, DEC, FEMA,etc. Verify all conditions,codes, --- __ and requirements with such agencies prior to construction. 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I�I41I111111 III IIIII hill I' II til II I , I 1 IIIIu �II I ' n 1 1 I 1 (I Copyrightht 2004, East E nd Design Associates LLC. All floor plans elevations P are rot Pcued under Federal Copyright ri h[ L aw. Plans may not be reproduced od aced Y without written s P alto authoriz HEer xc. shun. All plans and des are the sole property of East End Design Associates' L LEFT ELEVATION LC. The right to build only one structure from these plans is listened exclusivly to the buyer 8 o f 14 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agenmes, such as Suffolk County Dept, of Health Services,Town Budding Departments, DEC,FEMA, etc. Verify all conditions, codes, —_ and requirements with such agencies prior to construction. 4.-2n ENGINODI'S SFAL: e• , 4 NOTE: 11 -11Yt" 28 -2J'2" 24' ALL ANCHOR BOLTS ARE TO yyFy IT —F-6 - PLATES TO V E USED ASE24si'I n" 2' 16'-7-'4" 2-TT 1 -9" 20'-3.. 2, 1 WASHERS. (SIMPSON) NOTE: 0'-2. FLOOR JOISTS ARE TO BE SOLID BLOCKED 48" oc. FOR FIRST TWO FRAME BAYS PARALLEL TO EACH OTHER FROM GI¢' '-43k" '-4T% 4736" '-4%n" EACH END OR SIDE OF HOUSE fix6 CCA POST ON TOP OF F 2-2x10 CCA GIRDER 2 2x10 CCA GIRDER --- 2 2x10 CCA GIRDER --- 2 2z 10 CCA GIRDER ' 6x6 CCA POST ON TOP OF x ALL ANCHOR BOLTS ARE TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF __ ________ 12" CIA GONG. FILLED SONIA TUBE PIER. �" - - - -- - -- - - '-- - - - �j 12' DIA conic. FILLED SONIAFINAL TUBE PIER. THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST 8, PAPER (MIN. EAR BELOW FINAL GRADE) ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND (MIN. 4'-0' BELOW FINAL GRADE TO BEAR ON UNDISTURBED SOIL TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. TO BEAR ON UNDISTURBED SOIL I (INSURE SOIL BEARING CAPACITY) IN (INSURE SOIL BEARING CAPACITY) EACH COLUMN TO HAVE tY ANCHOR Ip mI EACH COLUMN TO HAVE 12" ANCHOR BOLT AT TOP OF PIER BOLTED BOLT AT TOP OF PIER BOLTED TO 6x6 POST ANCHOR WHICH ATTACHES Irc o 0 0 0l TO 6x6 POST ANCHOR WHICH ATTACHES TO POST, TOP OF POST TO BE ATTACHED 10 OF r 'I TO POST, TOP OF POST TO BE ATTACHED TO GIRDER BY USE OF APPROVED POST Imo mo m mo of TO GIRDER BY USE OF APPROVED POST TO GIRDER ANCHOR PLATE FOR w < a wI TO GIRDER ANCHOR PLATE FOR y+ CONTINUOUS PE DOWN (USE APPROVED I'- �rc Urc rc orc LLI CONTINUOUS TIE DOWN (USE APPROVED jt SIMPSON HANGERS SEE DETAIL) J 'C' m o 00 a o 0 �j SIMPSON HANGERS SEE DETAIL) M _ NI Iw N NLL NLL NLL i a mI 11'-1 lY2" ml (2) 200 CCA HOUSE BEAM �yhb� ON 4x4 CCA POSTS SITTING J�? ON FOUNDATION FOOTING. 12" DIA GONG FILLED SONIA TUBE PIER i .y' ' (2) 2x10 CCA HOUSE BEAM _ I•+•( ON 2-O'x 2'-0"z 1'-0" FTG. 1 , ON 4x4 CCA POSTS SITTING w ^ N (MIN. 4'-O" BELOW FINAL GRADE) i ON FOUNDATION FOOTING. TO BEAR ON UNDISTURBED SOIL I? / `Z' 1�' x 9 Lvt (INSURE SOIL BEARING CAPACITY) '}^{--t{--'1L2 2x10 CCA r^�/2Z 2x 10 CCA 2) 144' 9 Tex "REG COWMN TO HAVE (1) Q4 VERTICAL 'V GIRDER GIRDER BEAM + BEAM REBAR LOOPED AT TOP OF PIER WITH Li - J POCKET POCKET FURNACE AREA CONTINUOUS 1/2" TIE ROD HOOKED IN I r z PROWTDE OUTSIDE LOOP IN CONCRETE PIER AND ATTACHED I r m AIR AS PER NYS. a �\ iv TO GIRDER FOR CONTINUOUS TE DOWN I Im o- CODE. m STEP FOOTING AS REQUIRED TO I op ro • „ (USE APPROVED SIMPSON HANGERS LLo rco IN / MAINTAIN AFWAMUM Of 48 SEE DETAIL) �rc o PSE /Ne. OF o I Uo I °p $ FIRE RATED4 o •y„INSURE SOIL BEARING CAPACITY. N I� r °- rc SHEET ROCK 1� u ABOVE FURNACE o (2) 2x10 CCA HOUSE BEAM I ° m " I - W O I -M ON 4x4 CCA POSTS SITTING „ B VERIFY ALL DIMENSIONS � i 'V 0 AND CLEARANCE AS PER.N m - ON FOUNDATION FOOTING- _ NYS CODE. 1 2' PRONDE FRAMING N LL PROVICE DROPPEDFri I I� �v FOR HEARTH ABOVE 'd' $ _ FOUNDATION FOR As PER NYS. CODE 0 2868 DOOR BEAM o„ VERIFY All CLEARANCES w } rc I I m F•f i W140 z 9j" -- 16" °c BOOR JOISTS POCKET a AND CHIMNEY uYOUT a I 00 ARE IN ACCORDANCE n O WITH NYS. CODE. �' I " 11'-7Y4" m -OY4�-6'-OY4" '( -8'-0� T-O�§"r ® NOTE: FOOTING BENEAhI THE I I Zj CHIMNEY TO BE MIN. o I _ _ _ J 1'-0' THICK AND EY,TEND W - r -I F -1 F _I BEYOND CHIMNEY BY ,L I(2) 1 �9&" LVl. _ !2) 1�'�_8�•�LV�L .�L _ 2 1 4" x LVL_ J, _ (2 1 " x�LVt CCEAM 6" ALL THE WAY AROUND. awl DROPPED GIRDER DROPPED VER -� DROPPED GIRDER DROPPED GIRDER I L_ J L _ zr sma GowMN L— J CKET a m i �I W STEEL COLUMN - 314' STEEL COLUMN o ON o w o I N ON _ ON $ 2'-0' x 2'-0' x 1'-6' _� p-I 2'-0' x 2'-0' v 1'-6 $ 2'-0' x 2'-0' x 1'-6' CONC. FTG aTYP.) O °' I I I w a F- CONC. FTC (rmJ (•j CONC. FTC (TYP.) w/ (4) 05 REBAR EACH DIRECTON (4) /5 REBAR EACH DIRECTION m I GARAGE rca O p m<`; w/ (4) y5 REBAR EACH DIRECTION m -r 2Y4�I 4" p,C. SLAB W/ 6 x 6 WWM I I I I a OF- I�Tr •x „ i 314' STEEL COLUMN •N _ .np t2> 13'4 x sYz' LVL '� z'-o• a 2 0' x 1'-5' O Ui11EXCAVATED z o iG "a nr DROPPED GIRDER < V CONC. FTG (TYP.) a I COMPACT SOIL I I w OwU O N w/ (4) ,95 REBAR EACH DIRECTION B= L - _M'NIMUM 2" SLOPE U a F J 2'-0'x H' CONC. PIER 11'-7Y4' 2=�5'-0 4 D�4—�3'-1Q7[��-i -6v4 6�1• •• rc I I p QI-Q ON 7-4'x V-4'a e' 314" STEEL COLUMI p U Q CONC. FTG. (FOP OF r 3 -6" - 9" F- J F- J WIER TO BE MILINE J ON FLU I I o P BELOW FINAL GRACE N. • {— _ _ _ _ �i=Y1 I 2•_0• v 2_D• x 1•_B• '2' p - DROPPED GIRDER POCKET w I I I N U K m w „ -GAF - ��- o- con(. Fry (TP) _ $$� I-z 0 'S -1 �4. I L__._ J a NL_J L L _ I EACH DIRECTION o V I d N 3 N 13'-9" M r�Y a w 3Y[ STEEL COLUMN T h o YON J N $� • Y ° 2,omc FlG•(TYP.)9 rn w m W740 x 9k' - 1fi' 00 FLOOR JOISTS 3' 3" L_ ? EA(YI DIRECTION " o o I I CJ 13'-7y" 7- 2'-3u2" -4'-eV2 LL '-6y4" '_GP2" STEP FOOTING AS REQUIRED TO ® MAINTAINBELOWAFINAL GRADE.NIMUM OF 48" O. o I I .a -T I r I IN BELOW SOIL BEARING CAPACITY. I I 2 raDPat a ITBn��L4 �' _ BEAM L I L.J L L_J POCKET _ _ _ _ _ _ _ + _a m 3Yx" STEEL COLUMN (2) 1� x 9X- LVL N I ON I DROPPm ORDER rc 3Y[ STEEL COLUMN o °u \ 2'-0' x 2'-0' x i•-6' ON •-I u CONC. FTG (TYP.) o 2'-0' a 2'-0' x I'-e' o F- w/ (4) /5 REBAR EACH DIRECTION m y WONC"�-( ,° I O E °o y(4) A5 R®A B' PC FOUNDATION Tn E EACH OIRECnONf M a W40 x 94" - 16" 0C FLOOR JOISTS ,I ON m $ �" / 16" x 8" CONCRETE FOOTING o x m YJ m g fl MIN 4'-0" BELOW FINAL GRADE " Z v E # E a I BEAM W U o= L _ _ _POCKE Fri 1° Cxe CCq HOUSE BEAM 2x8 CCA NOUISE BEAM ` PRNEC! NO: 6x6 CCA POST ON TOP OF om S IMTI APPROVED HANGERS YA IN APPROVEDI HANGERS aF 846-2004 M r fixfi CCA POST ON TOP OF 12" DIA GONG. FILLED SONA TUBE PIER. U m 701^ U m U mN U GRAWN Br: ATTACHED TO 2'-0"x 2'-0"x 1'-0" m m 2x9 CCA HOUSE BEAM fa m m w m 12. OIC CONC. FILLED SO'- NDE PIER. z 2 yg War APPROVED HANGERS om IJ 2 m t ATTACHED TO 2'-0'x 2'-0'x 1'-0' CMA =C CONC. FOOTING WITH (2) #4 REBAR � IA [arc "+ m U m � U m "+ m r�m � m GONG. FOOTING WITH (2) N4 REBAR (MIN. 4'-O" BELOW FINAL GRADE) eo ^ (MIN. 4'-0' BELOW FINAL GRADE) CHECNm m' I TO BEAR ON UNDISTURBED SOIL I Kw M 0 1 N 0 .� I TO BEAR ON UNDISTURBED SOIL j x ro (INSURE SOIL BEARING CAPACITY) rl -1 tO r"x �-) cUla F el r- -I `V r L-� (INSURE SOIL BEARING CAPACITY) r7 _ er ix. EACH COLUMN TO HAVE 12" ANCHOR 11,/,_\ (2J 2xe CCA pRDER 2) tae CCA pgDER 2xe OCA GIRDER o _ - - /�11/4"= 1•-O" BOLT U TOP OF PIER BOLTED I ,t1tiGt - - — - �--(3Z— --'° (2 eve CCA IGIRDER (Y) 2xe CCA pRDE t'ly1-r1 I EACH COLUMNAT T OFPIERBOLTED OR TO 6x6 POST ANCHOR WHICH ATTACHES L- L-J- FT N 6T Z- TJ-"' L -J TO 6x6 POST ANCHOR WHICH ATTACHES m TO POST, TOP OF POST TO BE ATTACHED I TO POST, TOP OF POST TO BE ATTACHED mom' .I TO GIRDER BY USE OF APPROVED POST _ T2) 2xE CCA GIRDER _ I TO GIRDER BY USE OF APPROVED POST 02- 18-04 TO GIRDER ANCHOR PLATE FOR L ------------------- - J TO GIRDER ANCHOR PLATE FOR CONTINUOUS TIE DOWN (USE APPROVED L'- �- -J CONTINUOUS TE DOM (USE APPROVED SIMPSON HANGERS SEE DETAIL) SIMPSON HANGERS SEE DEFAIL) 'y'+ 64 i D -11 4 " Lj �n NOTE: ALL ANCHOR BOLTS ARE TO HAVE 3"x3" BASE PLATES TO BE USED AS 13'-11X2" 12'-3" 13'-11X2" J 24' sHFEr TnIE WASHERS. (SIMPSON) - fi4"-2" NOTE: FLOOR JOISTS ARE TO BE SOLID BLOCKED 48" oc. FOR FIRST TWO FRAME FOUNDATION BAYS PARALLEL TO EACH OTHER FROM ©Copyright 2004, Hast End Design Associates, LLC. �N EACH END OR SIDE OF HOUSE FOUNDATION All floor plans and elevations are protected under Federal Copyright Law. ALL ANCHOR BOLTS ARE TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OFP �A N Plans may not be reproduced without written authorization. SHEET NO: THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER All plans and designs are the sole property of Earl End Design Associates, LLC. ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND The right e lust only one oyer, re from these plans is Acceptance sed a of vly to the buyer. 9 O (` 1 4 TWO FAMILY DWELLINGS, 2001 SBC HI Acceptance of these drawings does not authorize the right e�J-1 I to build without the authorization of local governing agencies, such as Suffolk County Dept.of Health Services,Town Building Departments, DEC, FEMA,etc. Verify all conditions, codes, and requirements with such agencies prior to construction. ENGINEER'S hip 4•-2• _a" 1' 23, 2' 3 — 49J63— F2-2— — 4 16,-7�4 3'-11kzT 1._9.. 24 20,-3" 2Yi 2Y" QY4 a' 0'-2' W 3u4 052 –4iy" ,3r, 5Y2 1 .. 4%" i rT� V a DECK p Z N4ff, WINDOWS ON FIRST FLO0 OO OR V O ✓�' i9 5 A9S ME TO BE SET AT 8'- ANDERSEN ANDERSEN �S+ P• (m MATCH ODOR HEIGHTS)64 . M210 1W26410 35M I '� ? AO�• / ANDERSEN ANDERSON210410 UNE OF BUILDING IBOVE __ _ IN ANDERSEN ' • ANDERSON 1'1I-CrY.'�JI. WASTE (2) i�4 z 9;"LW HEAOEt11'-1D" UNE r 15'-2" O p� W y-Iyy NOTE it 1` / ® W140 z 4}" — i6' oc ♦ HAy el ALL WATER SUPPLY UNE g �/ TOa - N$ $ BREAKFAST ��I_boR�siSiS� Q H Illi— ME TO BE RUN UNDER �I DRAIN , pm TUBE TO PM INSIDE m p ,� NOOK I O O HOUSE TO PREVEMI� n FREEZE UP. al oxJ m NOTE: M40 x ifi" oc ♦ II NOTE; ' =1 COVERED 3 ��Laa '�arsTs� I un WINDOWS ON FIRST FLUORPROVIDE CAST IRON ORAJN J ME TO BE SET AT W-0' LINES ABOVE OR TAKE I PORCH n BfiE (TO MATCH DOOR HEIGHAS) EXTRA PREAURDNS TO ANDERSONPREVENT DAMAGE TO 1m 40 ORAIN UNES DUE TO MG60M FAMILY 0 � FREEZE UP. _ --_ _ I.� - N Ism (2) 13J7 x 9Jrz' LVL HEADER - ROOM I °W PROVIDE 9(,' TIDE X yyrr m m III RR -R SHEETROCK WIAOx �? ``�� 6 a ON WAILS AND COUNG I s� x OF GARAGE ,l. 9i m o' M `V`\ IM o D' Iwo 3a l', VIII - IIIA 6 $ �� I= �'ZD" Ili v oy $III' IIIA I xw I� emu 1 W140 K ' – 16" ,x �• �¢ IX' 1 DINING KITCHEN J ,111 II " x mcg m W i ROOM 3'-7" I1'-7" 3'– � ;., III NOIF• 14x W740 z i6• oc I N " °j.It DORMERS ME TO BE a, —FLi'J1$;ILdSTy�' _ M;o9 BUILT ON TOP OF I� m (_ W740 x 91" - 16" of • �I - 2®a TRIPLE COMMON RAFTERS. N O<4 Imo' �, MUDROOM . x'� 040 0� rco _ ffiI �N i7 - / (3) 1�i x 18' LVt sEMIM_FlLSH GIRDER__- x - W1SOx 1/1 2 iD ® mN _ O 6" UB 3 -1 tui GARAGE 11'-6" FPA DRAIN° `O V cV a e (2) 44 x 92' LYL IQ W o Z -w2" '-4" `� I FLUSH DEAM w O< �n I 2) 13�i x 9J'2' LVL HEADER yv - r1 Of � T-1" ' 6" x ° 0 -- FIZDWm� O I.J. p PROVIDE io OI O O OUj a m 1' 9'Y { -0'-11"--t }-3'-9" ,�+�yl I�? M� SIF/L i 26613U40LL I _ ._Y •'' oo IJ ZJU D_N3 a3 N a 11----.1L " 7Jl�J�t M .T$i3 POWDER ; ' M TOP OF S1AlR IO in 13M IX' �. � o as rco _ -Y_ LV(L U HFMER ROOM r -6" m . NOTE, „ "W Im [Wy a D wN / W140 x 93' - i6' oc • 4DSe �'F FL0 J016Y�� e - _ _ _ 0 (2) "Y x B LVL ' Y J PROVIDE W TYPE % o J p`< F " FlRE-RATED SHEETROCK I ^�-' " " RVSH BEIM 'Y ON WALLS AND HUNG a m U °o 111 6.. -aV.Ed �(x .�_ - OF GARAGE. I.. m 0 ° m _ tt QQ y W140x N E ; LIVING ---- - - - - - - —lI o v m `+ � v I 1 W40 ROOM DOR" M210410ANDERSEN ry ANDERSEN [z] E m W210410 $ I FOYER ®j m CATHEDRAL o^ v Yw PROJECT NO. x� TSS B I T 846-2004 DRAWN W.- 13'-8' CMA M CHECKED BY 'RJ 11'-4" m yv MDERSEN 'KT MDERSEN (2) f�i x 9Jrz' LVL HEADER NO]E: TW210410 1W21141. o _ O ANDERSON MOERSEN m SCNE WINDOWS ON FIRST FLOOR o TW21000 1W210410 ME TO BE SET AT B'-O' y� b 1280 / DO110 / 1280 yw OWS ON FlRSr FLOOR 1/4'= 1 -D Do MATCH DOOR HEIGHTS) MJ UM DOOR yJ ME TO BE SEr AT 8'-0' �� (TO MATCH DOOR HDGH15) 02- 18-04 . 10' HBkG PERMEASE COLUMN - 2) l�i x 9 LVL HEADER (2) 1�i x 9Yi' LVL HEADER 0BL 2x8 FLUSH HEADER I (2I 13'i x 9 LVL HEADER �1f �• (2) 1�i x 91�' LVL HEADER e m I I \ I I HBkG PERMMASf COLUMN. IQ 10' HBA:G PERMACASr COLVMN SHEET TIME, 6ui" ,_113'4=�-6 -514 13'-11Yi" 4" 12'-3'- 3'-11 '-9Yz ---4•_3• •_1Ys"-- -6'-1J¢" --4'-3" 5'-91¢' 3'-11" FIRST 13'-1 lye" 12'-3" 13'–l% '-4J¢ 13'-3" C Co FLOOR '-4JQ" 2' 0 Copyright 2003, East End Design Associates, LLC. PLAN 24' All floor plans and elevations are protected under Federal Copyright Law. 4 –2 Plans may not be reproduced without written authorization. SHEET NO: All plans and designs are the sole property of FIRST FLOOR PLAN � � East End Design Associates, LLC The right to build only one structure from these plans 1s FIRST FLOOR AREA 141 SO/FT. iscensed exclusivly to the buyer. 1 O of FRONT COVERED PORCH ARE�AREA, 241 SQ/FT. Acceptance of these drawings does not authorize the right REAR COVERED PORCH AREA, 92 S /FT. to build without the authorization of local governing y • agencies, GARAGE AREA 547 SQ/FT. DECK AREA $46 SQ/FT. such as Suffolk County Det of I-Icalth Services,Town Building Departments, DEC,FEMA,etc. Verify all conditions,codes, __ and requirements with such agencies prior to construction. MIN. PLATE SPLICE ON WALLS PERPENDICULAR ENGINEER'S TO RIDGE IS 4'-0" -, MIN. PLATE SPLICE ON WALLS PARALLEL TO RIDGE IS 5'-0" MIN. OF DBL JACK AND DBL KING STUD ON ALL EXT. WINDOWS AND DOORS. NOTE: VERIFY LOCATION OF STRONG-TIE ROD SYSTEM (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS.) NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER 0 -2 24' HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY 10'-6K2" '-2Y2" '-6"—3'-i IN, MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE.ROM RQIL W WINDOWS ON SECOND DOOR WINDOWS ON SECOND FLUOR z ME TO BE SET AT 7'-6' ARE TO BE SISI AT 7'-B- PLUMBING WALL ANDERSEN ANDERSEN ANDERSEN MDERSEN ANDERSEN ANDERSEN ' TY210410 3-SM ]'SM iW210410 TW210410 TW210410 1W210410 TN210410 - �x �I I'r f m NOTE '(DBL) 2x10 (DBL) 2x10 CEILING JOIST (DBL) 2x10 (CEILING JOIST WINDOWS ON SECOND FLOOR Nr MOVE GARAGE ME TO BE 1 w CEILING JOIST SET AT B'-D• GD a Q m ANDERSEN TN]046 � W O pY � �2%10 - 16' Gc\ \FL00ft-J0151S-7 rte - -- _ _—__--_ _ Q E BEDROOM BEDROOM N r I 1 1 I —1" 200 �2x1O 16^ DC \ I 1 3 � \ FLDDR-uD15Ts� I I 1 BraRgcE AREA, I I I I I I 3) " ITL - - 3'-4" `=9 — JJ " KNEEWAL S s--n- vm STORAGE AREA /D } 6066 BitF moi I 1 ,`T• '-1" 2W163V PLAY Nz" 606BBIF ®j 2._6. '_2$" wo¢i � I ROOM ti+,o •"IL - -- " ' .. 2668 166E I NOT TO B USED AS ER A J 6'-O' WALLS om jq SCOHS A°PROyu - _ 'o {1. 6. iv 3 iv >B >91x F/L I 23 -6Y2" ow BATH `o] 10 RIDGE 2x 0 RIDGE �' vwia 1 w� �a N 16• _4 3'-1" -5'-4�§' 1'-D�'4 2' 1" \ ° cV•" �FL1 TS� (3) 14 x R ._� PDO 2606 LVE HEADER _ W-0' WA115 - aw .. f -- "_� 3. 1 I .Y I � n 3k2" � I 1 N '® I E 31¢" 3 6 n _B 3 -1 —r 1 ®/ 6O6e BIF '� _-10•_'Fkz•• •Y -10 I 6'-0• KNEEW ' U &� 6. I n � STORAGE MFA rTI u MASTER - -- - - - - I m r f u II BEDROOM - - - - - - _ _ a - - --- - - - - -------- - - - - - - - - - OB 1 BEDROOM I u 4 2x10 - 16' OC I N ( � o FOYER 4 CATHEDRAL \ FLODFf�OI5T5� 7. A bg 1ki" f � E Ln (1) a" (DBL) 2x10 CEILING JOIST (DBL) 2x10 CEILING JOIST r n W PROJECT NO: 846-2004 ANDERSEN ANDERSEN MDERSEN ANDERSEN DRAWN W' 1W21041 IVI21041U nV210410 210410 CMA ]SM 3 M CHECKED W. MDERSEN MDERSEN AW11341EN a�Q iWID410 iW30410 TN1041D 1}8 ti+a 2+8 6� 1 _0 WINDOWS ON SECOND B1/4"=_OOR .1 ¢ L WINDOW$ ON SECOND FLOOR 02- 18-04 ME m BE SET AT ]'-e' 0 � 9! DAM.M1} m <� ME TO BE SET IAT 7'-6- N b 6'-1)<z" _3•�---5'_fg)4^---------L3'-11^ SHEET nnc: 13'-11 24' 'R 28 4'-2" SECOND FLOOR ©Copyright 2003, East End Design Associates, LLC. PLAN All floor plans and elevations are protected under Federal Copyright Law. SECOND FLOOR PLAN NOTES: Plans may not be reproduced without written authorization. SHEET NO: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH[ THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION All plans and desi6ms are the sole property of (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WIFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 1 SECOND FLOOR AREA 1526 SQ/FT. WACrrLIM11"-Iw_4PPr" East End Deslym Associates, LLC. - The right to build only p _ ROOM AREA 292 SQ/FT. ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION S -ES TG:�nrinF i;' =TZ g yonesWclure from these tans is 1 (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WIFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. SUCHTHATTHRIi _ .,,._ „L::�, `TOw Iisccnsed exclusivly to the buyer. 7 O r 7 ��E'"' ^'c�TAHTU uinlvcl� rATEi ;,,""'SGT A m Acceptance of these drawings does not authorize the right 1 I 1 1 MWEOt E°THiroiu FEEFCR 66xvICFs°H1e EMriG°JSSA"xS"' to build without the authorization of local governing a. OMISEjEBaxnYy g g 6encies, such as Suffolk County Dept. of Health Services,Town Budding Departments, DEC, FEMA,etc. Verify all conditions,codes, and requirements with such agencies prior to construction. ENGINstaS SGL MIN. PLATE SPLICE ON WALLS PARALLEL TO RIDGE IS 5'-0" 'SNI MIN. OF DBL JACK AND DBL KING STUD ON ALL EXT. WINDOWS AND DOORS. NOTE: h VERIFY LOCATION OF STRONG—TIE ROD SYSTEM (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS.) a"�'•',;n , NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. 42'-2- 24' NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO NOTE: FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. RAFTERS ARE TO BE SOLID BLOCKED 48" oc FOR THE FIRST FOUR FRAME BAYS, PARALLEL TO EACH OTHER FRIM EACH END OR SIDE NOTE: t OF HOUSE. 11•_g#,• EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER 2'-6"-- -6'-9J¢"�2'-6" HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY 2.6-16" oc MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. °c RAFTERS 2+ W 61 — —— — ——— ——— — —— — ——— —— — — —— —— ———— —— W W I I m a � O PY HOLES DRILLED AT UPPER PORPOF RAFTERS TO ALLOW FOR PROPER FLOW JUST BENEATH ROOF SHEATHING Fri I IN ACCORDANCE W11H NYS CODE CRICKET 2x8-16 oc �2xB—�1�6" ocN —RAFTERS a RAFTERS Irl 2 I Iz13 c) \2Z Oe 124"y 0 LL I I n}, 12 �< I 11 200 RIDGE 2x1 RIDGE /2x10-16" oc 1 1 "x 11 ' _ 2x10-16" CC) I A RAFTERS RAFTERS GARAGE +'o ,°ir n 'off L m w 12 y/q I ' w ° � I a I �w it mw Qp Q PROVIDE 1' HOLES DRILLED I K H a AT UPPER PORTION OF RAFTERS TO�I JUST BENEATH EN ATH ROOF SHEATHING IN ACCORDANCE WT NYS. CODE I d sg Uo 0 2+ U I , a� 112 ti I ti �11 r Z a I o m — —— — 10— -- -- ---- /2x16" oc 2x10-16 oc\ \ RAFTER - - -- - - - - -- ———— cn S RAS - - - 12 12 F I PRaECT NO: 12 12 $ u� 846-2004 4 m 0 9L r 4 DGWN BY. � 4 ' y I CMA crvm%m W. L----- --- ------ --- A2%6-16 oc 2%6-16" 00 \ ——— —— — — - - -_— _ ---J RAS FTERSRAID NOTE. scut: i° L - ----- - - ----- - J RAFTERS ARE TO BE SOLID BLOCKED 48" oc i° 1/4"= l'-0" FOR THE FIRST FOUR FRAME BAYS, PARALLEL I �— TO EACH OTHER FROM EACH END OR SIDE DATE OF HOUSE. 02- 18-04 1• 13'-11y2" + 14'-3" + 13'-1 0�" + 24' NOTE: #1 TRIM BOTTOM OF VALLEY TO INSURE IT DOES NOT INTERFERE WITH FINISHED CEILING. SHEET TRIS: S ROOF PLAN ROOF PLAN SHEATHING NOTES: ©Copyright 2003, East End Design Associates, LLC ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAIL114G SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION All floor plans and elevations are protected under (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SEC HIGH WIND EDITION. Federal Copyright Law. Plans may not be reproduced without written authorization. SHEET NO: NOTES: All plans and designs are the sole properly of ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION East End Design Associates, LLC. (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. The right to build only one structure from these plans Is Acceptaned cely 12 of 14 ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION Acceptance of these drawings does not authorize the right (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. to build without the authorization orlocal governing agencies, such as Suffolk County Dept. or Health Services,Town Building Departments, DEC, FEMA,etc. Verify all conditions,codes, and requirements with such agencies prior to construction. I ENGINEER'S SEAL NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION !� 3 (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. a. CONTINUOUS RIDGE VENT - 2x12 RIDGE 2x4 RIDGE POST 2x10-16 oc RAFTERS ✓!" COX ROOF SHEATHING 15# FELT 12 25 YR. ARCHITECTURAL ROOF SHINGLE 11F CONTINUOUS RIDGE VENT k" BOLT 2x12 RIDGE CONTINUOUS RIDGE VENT 2x10-16 oc RAFTERS 2x10-16 oc COLLAR TIES rT R-30 INSULATION 44 �" CDX ROOF SHEATHING 2x6/2x4 U 12 25 YR. ARCHITECTURAL ROOF SHINGLE STRONGBACK W (32" oc.) rr�T 1l 11 2.10 - 16' «. O 2x10 - 16• oc. h`�l �� 4i m% SUBFLOOR GLUM & HNAILEAIRE D SDR GLUM & NAIEED O GL $• CDX SUBFLODR (2) 134 x 914' LVL HEADER 2x6/2x4 GLUM & NAILED STRONGBACK 04 i(MAX. 8'-0" oc.) 04 Z ^ 1x8 FASCIA IL-G�.I W f-+ 12" SOFFIT (VENTED) I i L �/ t'-1 Q DBL 2x6 PLATE R-30 INSULATION ^ 1x8 FASCIA Q FOYER 2x8 RIDGE I I R-30 INSULATION Y� CATHEDRAL R-19 INSULATION 2x6-16 oc RAFTERS I I 12" SOFFIT (VENTED) /'\ 1•'I^I 24-16" oc WALL STUDS BEDROOM DBL 2x6 PLATE BEDROOM Ij BATH 04 O }" CDX WALL SHEATHING J" CDX ROOF SHEATHING I � R-19 INSULATION TYVEK HOUSEWRAP 25 YR. ARCHITECTURAL ROOF SHINGLE NOTE: ENSURE FIRE BLOCKING IN I I I 2xfi-16" oc WALL STUDS O C/U 18" RED CEDAR PERFECTION 12 SHINGLES w/ 514" EXPOSURE 4 WALLS AS PER N.Y.S. CODE. 2x6 SHOE YAao u R3' - ts' oc T CDX WALL SHEATHING II FLOOR JOISTS 5)k 9)4^ LVL FLLI$H BD% BFMI 2u6 RAFTER PLATE 12 W40 z �• - 16" oc 34. CDX SUBALOM TYVEK HOUSEWRAP Z FLOOR JOISTS 18" RED CEDAR PERFECTION 4 t-- Glum & NnItFO I SHINGLES w/ 5)¢" EXPOSURE NOTE: ENSURE FIRE BLOCKING AT THE I I I 2x6 SHOE TOP AND BOTTOM OF ALL WALLS 2x6 -16" oc. — 1x8 FASCIA AS PER N.Y.S. CODE. 12" SOFFIT (VENTED) J(2) 1Y4 x or L SLMI-FLUSH REAM NOTE: ENSURE FIRE BLOCKING AT THE DBL 2x6 PLATE (2) 13/4" x 9)/2 LVL HEADERBOXED OUT R-30 INSULATION -miff - -- - --- - I TOP AND BOTTOM OF ALL WALLS IIIII r IIIIIIII R-30 INSULATION AS PER N.Y.S. CODE. FOYERR-19 NOTE: ENSURE FIRE BLOCKING IN IIII I IIIII III 2x6- INSULATION COVERED 10" HB&G PERMACAST COLUMN WALLS AS PER N.Y.S. CODE IIIII I IIIII 2x6-16" oc WALL STUDS IIIIIIII IIIII DBL 2x6 PLATE k" CDX WALL SHEATHING PORCH IIIII I TYVEK HOUSEWRAP ENTRANCIIIIIIII FAMILY IIIII R-19 INSULATION E TI 3:' cox suartodt SHINGLES w/ 5Yz" EXPOSURE W40 STUD Y IIIII MUDROO2x6-16" oc WALL STUDS M I IIIIIIII ROOM R-19 INSULATION 18" RED CEDAR PERFECTION I IIIII W740 x 9k" - ib' oc IIIIIIII IIIII 4" CDX WALL SHEATHING A--- DECKING FLOOR JOISTS IIIII I IIIIIIII Woo z B�• - 16" oc TYVEK HOUSEWRAP GLUED a NAILED / GIRDER ATTACHED To THE POST IIIIIIII IIIII 2x6 SHOE WITH A SIMPSON GIRDER i0 POST CLUED SUBBLODs FLOOR JOISTS 18" RED CEDAR PERFECTION NAILEp SHINGLES W/IIIII I IIIIIIII IIIII 514" EXPOSURE 2x6 CCA-i6"oc' ANCHOR. IIIII _ (z) 13; x 9Y,• LW GIRDERx6 IIII I IIIIIIII III 2CCA SILL PLATE w/ - - 6x6 CCA POST ATTACHED TO PIER TERMITE SHIELD & SILL SEAL WITH A SIMPSON POST ANCHOR 2.6 SHOE GRADE BASE AND 12" ANCHOR BOLT (2) 14:^ BASEMENT I I 14" x 12" ANCHOR BOLTS GIRDER - (2) 1%' . 9A- LM_ URGER t—(2) 14," r 9X• LW 2x6 CCA SILL PLATE w/ 12" CONC. PIER TIED -1gY4" GIRDER TERMITE SHIELD & SILL SEAL Dy' s EES COLUMN I I INTO FOOTING WITH - —3 -4 - 4^ 2'-2" GRADE L) V-6" (2) #5 REBAR I BASEMENT 14" x 12" ANCHOR BOLTS GONG. FTG (RM.) I I W STEEL COLUMN I _ _ ON I m IDE STEEL COLUMN ^ m m w/ (4) #5 RMAR DAMP PROOFING z'-G x zON x t'-e• z'-o• x EEL x V-6- case.EACH DIRECTION 24"X 24"x 12" PC FOOTING conn Fre (rrr) [T) e" PC FOUNDATION WALL MINIMUM OF 48" BELOW FINAL GRADE w/ (4) 05 RMAR I I ^ GONG. ETC I(tre.) " w/ z 4" P.C. SLAB I I BEAR ON UNDISTURBED SOIL EACH DIRECnON EACH DIRECVON(4) 1;5 REBAR DAMP PROOFING I I 2x4 KEYWAY INSURE SOIL BEARING CAPACITY I U n 4" P.C. SLAB 8' PC FOUNDATION WALL I ) MIN x 8" F FOOTING 2x4 KEYWAY C/) g z U -J MINIMUM OF DIS BELOW FINAL GRADE In t� a c E BEAR ON UNDISTURBED SOIL CROSS SECTION AINSURE SOIL BEARING CAPACITY L -J 16"MIN x 8' F FOOTING CROSS SECTION B MINIMUM OIL 4E BELOW FINAL GRADE 7 BEAR ON UNDISTURBED SOIL (SEE CROSS SECTION e) CROSS SECTION C INSURE SOIL BEARING CAPACITY bn q o h dZ � NOTE: INSULATION BETWEEN INTERIOR bn FLOOR AND WALLS IS NOT o^ REQUIRED AS PER NYS. CODE. SHEATHING NOTES: PRO ECT NO: NOTE: INSULATION BETWEEN INTERIOR 846-2004 ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION FLOOR AND WALLS IS NCT DRAWN W. REQUIRED AS PER NYS. CODE. CMA AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. CHECKED W. 1) SHEATHING TO BE NAILED TO CCA SILL 2 SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM 3 SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES '1/4"= 1'-O" (4) SHEATHING TO BE NAILED TO TOP PLATE NOTE: wtE ALL N HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE 02- 18-04 REQUIREDIRED AMOUNT CALCULATED FOR EACH CASE. NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: AST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF SHEET DRUE ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. NO SUBSTITUTIONS Ali Taming hardware shown on these plans, CROSS unless otherwise indicated, is Simpson Strong-Tie, SECTIONS No zoos, Last End Design Associates, LLC. No Substitutions are approved or authorized, All floor plans 2003 elevations esign Assocates, re tected under Federal Copyright Law. Due to the relationships of framing hardware to Plans may not be reproduced without written authorization SHEET No All plans and designs are the sole property of e other components of the structure, any framing tes, LLC. hardware subBaht End Design AsSOGia substitutions Will render these plans es[mcturclom these plans is null The right Desig and void, and will result in the installer/contractor build only Associates, exclusivly to the buyer. ^ O� assuming responsibility for the design and Acceptance ofthesedrawings does not authorize the right 3 to build without the authorization of local governing agencies, . performance maY1Ce Of the entire system, such as Suffolk County Dept. of Health Services,Town Building Departments, DEC, FEMA,etc. Verify all conditions,codes, —_and requirements with such agencies prior to construction. -- ----- ENCINEEPs SELL:e -- NOTES: { ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST 8c PAPER ASSOCIATION 5x,ytF�"'t ,_;t(B (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. P ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION �y11;; J,yr cDNnNuous RIDGE VENT (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND 2x12 FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 2x12 RIDGE 2x4 RIDGE POST 2x10-16 oc RAFTERS k" COX ROOF SHEATHING 15# FELT 25 YR. ARCHITECTURAL ROOF SHINGLE 12 11F 44 CONTINUOUS RIDGE VENT (2) 1}"x 11j" LVL RIDGE 2x10 RIDGE U 2x8-16 oc RAFTERS CONTINUOUS RIDGE VENT r�-1 / \ 200 RIDGE W 12CDX ROOF SHEATHING 2x8-76 OC RAFTERS W Q / \ R-30 INSULATION 15# FELT CONTINUOUS RIDGE VENT 1'--+1 11 25 YR. ARCHITECTURAL ROOF SHINGLE k" CDX ROOF SHEATHING62x6SHOE zx 10 RIDGE O -16 oc RAFTERS 157 FELT CY 25 YR. ARCHITECTURAL ROOF SHI //////-25 X ROOF SHEATHING 0�/4 / _ _ __ _ ___ __ \ FELT W 2x10 - 1S' a. ()1 1�4 K 9N2' LVL HEADER 2x10 - 16' oc. 12 12 . ARCHITECTURAL _ - - - - - -- - - -_ �11 12 E""I F� OF SHINGLE .14 Q 11 R-30 INSULATION 11 O R-30 INSULATION x oc BEDROOM R-3011NSULAT ON BEDROOM FOYER H � � ^ 1xB FASCIA (SHE CROSS SECTION A) NOTE: ENSURE FIRE BLOCKING IN I BONUS 12" SOFFIT (VENTED) x8 FASCIA WALLS AS PER N.Y.S. CODE. 9YED sNAILED ROOM 2" SOFFIT (VENTED) uo CWEO k NAILED O DBL 2x6 PLATE BONUS 1�W14O x 9j" - 16' oc 14' cox 6URFLOOR µ74O x 94" - 16' oc R-19 INSULATION I ROOM(FLOOR JOISTS GLUED 4: NAILED BL 2x6 PLAEFLOOR JOISTS 3: cox suBFLOOR 2x6-16" oc WALL STUDS -19 INSULATION cw[o x NAILED CDX WALL SHEATHING I GGLUM &�NBAI EOD� x6-16" oc zuc TYVEK HOUSEWRAPyALL S— — X FLOOR JOISTS 18" RED CEDAR PERFECTION V440 x 9k" - 16" oc FLOOR JOISTS R-30 INSULATION SHINGLES w/ 5Nz' EXPOSURE R-30 INSULATION I I o1 2x6 SHOE 2x6 SHOE (3) 1�' x iB' LVL SEMI-FWSH GIRDER R-30 INSULATION NOff: 4 u�o WITH 2x LEDGER (FLOOR J01515 i0 BE 2x6 FIRE-BLOCKING AND LEDGER o PROVIDE T' TTPE x R-30 INSULATION ��� FIRE-RATED 6HEEIROCK 2%s PLATE AmACHEp WITH TOP MOUNTFJI HM7CER6) ��w ON WALLS AND CEWNG 2x6-R-19 INSULATION WALL NDg CROSS SECTION F I OF GMAGE. �4 2x6-i6" oc WALL STUDS FlRE-RALE➢ SHEE1X 1�oi'o GARAGE PRONDE 9y' TYPE X 4;" cox SUBFLOOR I I I Y: COX SUBFl.00R GARAGE ON WALLS AND CULLING DEIOC p GLUED t NAI IID I CLUED JE NAILED �3p �" CDX WALL SHEATHING OF GARAGE µ74O z 9I' - 1fi" ac I I µ74D x 93" - 16" oc T'. NOTE: ENSURE FIRE BLOCKING AT THE TYVEK HOUSEWRAP FLOOR JOISTS I I FLOOR JOISTS TOP ANO BOTTOM OF ALL WALLS 18" REO CEDAR PERFECTION AS PER N.Y.S CODE. SHINGLES w/ 5V' EXPOSURE 4" P.C. SLAB W/ 6 % 6 WWM I�j 2x6 SHOE 9( SILL (2) 1x 914 LK (2) 0V 911' L,A GIRDER r-4" P.C. SLAB W/ 6 x 6 WWM TERMITE SHIELD &TSILL GIRDER SEAL 13'-7}i 7' 2'--V2"jj"'-aX '-8v." '- GRADE .a BASEMENT COMPACT SOIL 8" PC FOUNDATION r z 12" ANCHOR BOLTS m NR I I ON COMPACT SOIL rnD)1' sl COLUMN i i 011' STEEL cowuN 1 6" x 8" CONCRETE FOOTING 8' PC FOUNDATION WALLDIN ON Y MIN 4'-0" BELOW FINAL GRADE 2x4 KEYWAY 2'-0' x z-O' 2'-0 2'-O' CNC. FTG CoNa FTG % 8' PC FOOTING(4) w/ (4) REBA REBAR U aov aa P_ 48" oEACN oIRECnON EACH DIRECnON MINIMUM OF BELOW FINAL GRADE BEAR ON UNDISTURBED SOIL4" P.C. SLAB INSURE SOIL BEARING CAPACITY e o m STEEP MAI FOOTING AS REQUIRED " O " MAINTAIN A MINIMUM OF 46" rn E a BELOW FINAL GRADE. a u` INSURE SOIL BEARING CAPACITY. CROSS SECTION Dha CROSS SECTION E W W Q om NOTE: INSULATION BETWEEN INTERIOR FLOOR AND WALLS IS NOT NOTE: INSULATION BETWEEN INTERIOR REQUIRED AS PER NYS. CODE. FLOOR AND WALLS IS NOT PROJECT N0: REQUIRED AS PER NYS. CODE. 846-2004 DRAWN BY: CMA CHECKED BY 1/4"= l'-0" DATE: 02- 18-04 NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. SHEET T E NOTE: EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. NO SUBSTITUTIONS CROSS All framing hardware shown on these plans, SECTIONS unless otherwise indicated, is Simpson Strong-Tie. C Copyright 2003,and, lev tion Design Associates,undo LLC P 9 All Moor plans and elevations are protected under No substitutions are approved or authorized. Federal Copyright Law. Plans may not be reproduced without written authorization. SHEET NO SHEATHING NOTES: All plans and designs are the sole property of Due to the relationships of framing hardware to East End Design Associates, LLC ALL SHEATHING TO BE NAILED I7N ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION the other components of the structure, any framing (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. The right to build only one structure from these plans is hardware substitutions will render these plans 1lscensed exclusivly to the buyer. 7 O Ir null and void, and will result in the installer/contractor (1) SHEATHING TO BE NAILED TO CCA SILL Acceptance of m11ese drawings does not authonze the right 14 assuming responsibility for the design and (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM to build without the authorization of local governing agencies, performance of the entire system, (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES such as Suffolk County Dept. of Hcakh Services,Town Budding Pery (4) SHEATHING TO BE NAILED TO TOP PLATE Departments,DEC, FEMA,etc. Verify all conditions, codes, and requirements with such agencies prior to construction. ENGINEERS SEAL — V.LUNTt W PLUMBING RISER DIAGRAM U NTS W NOTE: THE PROVISIONS OF CHAPTERS 30, 31 AND 32 OF THE 44 Q RESIDENTIAL CODE OF THE STATE OF NEW YORK ALONG d WITH THE PLUMBING CODE OF NEW YORK STATE AND THE '" Z SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WILL GOVERN THE MATERIALS, DESIGN, CONSTRUCTION AND a Q INSTALLATION OF SANITARY DRAINAGE SYSTEMS. W D ROOF I I ROOF S I I Q � � � 0 o z 3- z J' MASTER RATHROOM SECOND Fl OOR RD]N 2' 3 z t 1/2e' 3- t ile _ 1/4• 11/2 2' C.O. ] INAIRE NL RlIY9fM YEEIS pi IX®S x1S ANG Sfll15 LG�f.Sµp gEWUTWS U a m 2 0 2 a• 6Ald 31 a WITCHEN eI'Nnay E s € w p c H � E - G0. C.O. 3Cn � - 2- � Pz Woo- C.O. C.O. �. ewe o m 4 G 10 MPpGYID {'GI SWHF$EPIC HpNg 1NAp 5151f1I StPTC TANK pgWECi NG: 8 46—200 4 GNAwx W. CMA CHECKED W. SGIE 1/4"= 1--0-- 02- 18-04 '-0"02- 18-04 04-09-04 SHEET fl I f PLUMBING RISER DIAGRAM ADDENDUM ©Copyright 2004, East End Design Associates, LLC. SHEET All noor plans and elevations are protected under Federal Copyright Law. pans - Plans may not be reproduced without written autlulrization SHEET NO: Alt plans and designs are the sale property of East End Design Associates, LLC. R K s The right to build only one structure front these plans is liscensed exclusivly to the buyer Acceptance of these drawings does not authorize the right 0 of 14 py 427PN to build without the authorization of local governing agencies, r '9rk76� such as Suffolk County Dept. of Health Services,Town Building - Departments, DEC, FEMA,etc. Verify all conditions,codes, and requirements with such agencies prior to construction.