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HomeMy WebLinkAbout31328-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31401 THIS CERTIFIES that the building NEW DWELLING Date: 01/17/06 Location of Property: 1205 EDWARDS LA ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 18 Block 3 Lot 19 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 28, 2005 pursuant to which Building Permit No. 31328-Z dated AUGUST 2, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING (MODULAR) WITH ATTACHED TWO CAR GARAGE AS APPLIED The certificate is issued to STEPHEN S SUSPENSKI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0067 01/03/06 ELECTRICAL CERTIFICATE NO_ 2073371 11/23/05 PLUMBERS CERTIFICATION DATED 01/11/06 HARDY PLUMB.& HEATING hor'zed S gnature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1 % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features.' 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $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. an, r _ 5 2ooto New Construction: x Old or Pre-existing "Building: _ 1 _ (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block 3 _ Lot _ Subdivision __. _ _ _ _ Filed Map. Lot: Permit No. � %� __ Date of Permit. — . Applicant _Cxpur_4�a octet^__ Health Dept. Approval: Underwriters Approval: Planning Board Approval Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ � 5 • 0 0 Aplicant gna re Cat_731y0 TEL. 765-1802 TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR P.O. BOX 1179 TOWN HALL SOUTHOLD,NY 11971 CERTIFICATION Dat: ZL 2J - Building Permit Owner: (please print) Plumber: HARbv PL—LIMEN 6, 1+F—AT1n164—A-IG zN c . (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. I also certify that I installed an anti -scold and/or thermal shock preventing device at all bathing and/or showering fixtures in conformance with part 902.6(k) of the N.Y.S.F.P.A.B.C. Sworn to before me this _I ( day of JX va Q 0- zo 06 Z000.� Notary Public, Sor''r') �_k_c&m 1\ r r ,� • �. �uvC plumber's 4pature) (Notary Public) JOANN BARONE Notary Public, State Of New York No. 01 BA6087018 Qualified In Suffolk County Commission Expires 02/10/20 2.7 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. 31328 Z Date AUGUST 2, 2005 Permission is hereby granted to: STEPHEN J SUSPENSKI 34 DRAKE LA LEVITTOWN,NY 11756 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING (MODULAR) WITH ATTACHED TWO CAR GARAGE AS APPLIED FOR at premises located at 1205 EDWARDS LA ORIENT County Tax Map No. 473889 Section 018 Block 0003 Lot No. 019 pursuant to application dated JULY 28, 2005 and approved by the Building Inspector to expire on FEBRUARY 2, 2007. Fee $ 1,181.10 Authorized Signature ORIGINAL Rev. 5/8/02 O rJ�cPr�rJ�rJ�rJ�rJ�rnrncPcPrPrJ acPrJ@P rnrlPc�rJ�rPr1rJ�rJ�r farJ�cfacPrJ acPcJd O 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAUTY F C 5 40 FULTTON STREET NEW YORK, NY 10038 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 SJIM SAGE ELEC. INC. STEPHEN SUSPENSKI P.O. BOX 38 1205 D 5 G EE PORT, NY 11944-0038, ORIENT, YRD95VE. Located at 1205 EDWARDS AVE. ORIENT, NY 11957 5 Application Number: 2073371 Certificate Number: 2073371 C5 5 Section: Block: Lot: Building Permit: BDC: nsl1 5 Described as a Resjdemi 10-$99 gquafe ft. occupancy, wherein the premises electrical system consisting of r 7 5 electrical devices and wiring, describbetl De ow, located in/on the premises at: 5 5 Basement, First Floor, Second Floor, Attached Garage, Outside, 5 A visual inspection of the electrical system, limited to electrical devices and wiring to the extent detailed 5 LS5 premises herein, was conducted in accordance with the requirements of the applicable code and/or standard D Spromulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 23rd Day of November, 2005. 5 5 Name QTY Rate Ratine Circuit Type Miscellaneous 5 g 5 modular house [7+ 5 fj N.Y.State approval #19-30985 rj 5 mfg -Sun Building System 5 5 serial # 3245 5 5 Alarm and Emergency Equipment 5 5 Sensor 1 0 Carbon Monoxide Sensor 1 0 Smoke 5 S' 5 SFurnace Appliances and Accessories 1 0 Gas 5 5 Pump Motor 1 0 1 H.P. 1S 5 5 Air Conditioner 2 0 30.000 BTU CS 5 Wiring and Devices Ij 5 5 Outlet 10 0 Fixture Fixture 10 0 Incandescent rj 5 Outlet 12 0 General Purpose 5 S5 Receptacle 3 0 General Purpose s?al 5 Switch 10 0 General Purpose 5 Continued on Next Page 1 of 2 IIf5 55 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 O rJ rJrJ�cPrJ� tPrJ�cPrJrJ IPrJ�cP[PrJ�rJ�rJ�rPrJ�r2[PcPRIM011PrPr�cnrJrTcPacPr�rJ�cPrJM M I O ULTrL3 rL3 PLPLrL3MPLUr[ BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by JIM SAGE ELEC. INC. STEPHEN SUSPENSKI P.O. BOX 38 1205 EDWARDS AVE. GREENPORT, NY 11944-0038, ORIENT, NY 11957 Located at 1205 EDWARDS AVE. ORIENT, NY 11957 Application Number: 2073371 Certificate Number: 2073371 Section: Block: Lot: Building Permit: B DC: nsl 1 Described as a Residential 0-599 s are ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, describecitelow, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, A inspection the limited to devices to the detailed visual of premises electrical system, electrical and wiring extent herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 23rd Day of November, 2005. Name OTY Rate aging Circui Type Disconnect 2 0 60 amp Air Conditioner Service I Phase 3 W Service Rating 200 Amperes Service Disconnect: 1 200 cb Meters: I seal 2 of 2 0 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. @ I I � I TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION DATE t �� INSPECTOR I -� Z k� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU ION [ ] FRAMING / STRAPPING [ NAL [ ] FIREPLACE & CHIMNEY [ C REMARKS: ] FIRE SAFETY INSPECTION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPEC ION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ , ] FINAL [ ] FIREPLACE A nCHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:f / DATE INSPECTOR '`� 765-1802 BUILDING DEPT. INSPECTION [] F NDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE b ©s INSPECTOR 765-1802 BUILDING DEPT. SPECTION 'FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING [ ] FIREPLACE & CHIMNEY [ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE SCO INSPECTOR 3 13 R-8 Z� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING/ STRAPPING [ ] FINAL [/ ]\ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE / �'2� INSPECTOR ' IXRA / ? v �a TOWN OF SOUTHOLD PROPERTY RECORD CARD ' UUt/ / - OWNER iSTREET /,z cJ VILLAGE DIST. SUB - LOT �� � l.U//!(:�//ZP US P✓Jsfl / /� i iI�'f-7' $`�!�-� V t � F `a.'i !` 'Z ' S F R R O NE N E ,0' ` ACR. Q tA W TYPE OF BUILDING /zz'7— a� �StrSD�nsk� 3,zao© RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS /00 /)7L; JZ/d 7ydmJ / 116,I)g7_3l0 3 /zz'7— a� �StrSD�nsk� 3,zao© i Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Total AN FIELD INSPECTION REPORT DATE COMMENTS r lr� � FOUNDATION (IST) -- -- ---- -- UT/--"6'-"�• - y - _ - --- «N 410, -------------------------------------- FOUNDATION ----------------------------- FOUNDATION (2ND) --— -- -- z - - - ROUGH FRAMING & 1013 � — - ��� w4 . PLUMBING _...-.. -. -. -_... _..... In x - r INSULATION PER N. Y. - y STATE ENERGY CODE - - _ FINAL AD151TIONAL COM41ENTS LV - - G - PcE IG l� -o.S lr z _ 9.J 0 C Jz — x o > - �b TOWNSOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined 20DA�_ Approved 20 dS Disapproved a/c BUILDING PERMIT APPLICATION Cl IST Do you have or need the following, befo: , . Board of Health �'ng 3 sets of Building Plans Planning Board approval Survey PERMIT NO. 3 Check l Septic Form N.Y.S.D.E.C. Trustees Contact: Expiration�- , 200-7 Mail to: ••-« Tg POB 2047 Greenport NY 11944 Phone: Building Inspector APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date July 6 20 05 , 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. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance csr 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, bousii code, and regulat' and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of if a corporation) PO Bnx 9"7 Cr""ig adt ss 1 7 444 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Stephen Suspenski (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. 1593 P Electricians License No. 3635 E Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street `ounty Tax Map No. 1000 Section bdivision (Name) 18 lock 03 Filed Map No. Hamlet Lot 19 ar a 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: y a. Existing use and occupancy Residential b. Intended use and occupancy Residential Nature of work (check which applicable): New Building xx Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost_ $380.000.00 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 3 Number of dwelling units on each floor 3 on 2nd floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Rear Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Depth 8. Dimensions of entire new construction: Front 62'2" Rear 6212" Depth 3116" Height 32'6" Number of Stories 2 9. Size of lot Front 214.89' Rear 245.14' Depth 'iqs _4A' s 406. g8' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX_ 13. Will lot be re -graded? YES_ NOxx Will excess fill be removed from premises? YES NOXX 34 Drake Lane 14. Names of Owner of premises Stephen SuspenskiAddressbevittown, NY 1 r 71; hone No. 516-731-3036 Name of Architect Sun Building Systems Address Taylor PA Phone No Name of Contractor Richard Saetta Address Greenport Phone No. 631-765-4900 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO xx * 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: COUNTYOF Suffolk) Courtney Gallagher being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the for Stephen Suspenski, the owner of the property (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this _ day of L4,� _ 20 t5 3 INoty Pu ,L0 0A J COOPER Aj­; i pUSUC, State of New�Yoorr�kk Term Exp res December31 Co x V-9ignatureof Applicant a .50 p � PUMP I i 0- a� \ JJ \5o, Ver c. 0��� V The locations of wells and cesspools shown hereon are from field observatio and or from data obtained from others..,2 v AEVVrArIONS ARE REFERENCED TO AN ASSUMED s� O� a � -c 4— a y° F N1RE FENCE FX X X� x 1h� LX -X X n° L Q JO�C\ c Q P3• Test Bo* e� Brom =! loan OL from sp A# &W � eM SURVEY OF PROPERTY AT ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NY 1000-18-03-19 SCALE. 1'=50' MARCH 16L 2005 'IT, F;cn3VICES 31'FOR A 3� t ^T�R')VAL ` l an famdlar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SWaE FAW Y RESDENCES 4rd wN 4N* b/ ft con@Ons set lorlh ftreh and cn the PWW to constowl. sv. o� AREA= 98, 687 SQ. FT. 655396�e ■ =MONUMENT N a3 • =REBAR 3 Y ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLAT701V OF SECT70N 7209OF THF NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SEC770V 7209—SUBDIWS70N 2 ALL CER77RCA7701VS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. Z fN� Wj O, $ R• 4E OF NEW 1. MET2 (631) 755-5020 FAX"*4 P.O. BOX 909 1230 TRAVELER STREET SOUTHOLD, N. Y. 11971 03-270 HEALTH DEPARTMENT REFERENCE NUMBER R10-05-0067 e�. THE LOCA77ONS OF WELLS & CESSPOOLS 'y SHOWN HEREON ARE FROM FIELD n OBSERVA77ONS AND OR DATA OBTAINED `�ij0 FROM OTHERS. \Ot, O'er .P"\�� 65, SURVEY OF PROPERTY AT ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-18-03-19 SCALE' 1'=50' MARCH 18, 2005 AUGUST 18, 2005 (foundation location) NOVEMBER 21, 2005 (finol) XL" X XJ X99 •E 154 /100 o���o P 't o10 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR 1HIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WOSE SIGNATURE APPEARS HEREON. r 2/0 -U �-- (;Q& I U AREA= 98, 687 SQ. FT. •=MONUMENT • =REBAR \�25) gop (631) 765-5020 FAA -,,q P.O. BOX 909 '% 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 GEORGE E. PATAKI GOVERNOR Mr. Tom Stephenson Sun Building Systems, Inc. 9 Stauffer Industrial Park Taylor, PA 18517 Dear Mr. Stephenson: STATE OF NEW YORK DEPARTMENT OF STATE 4 1 STATE STREET ALBANY, NY 1 223 1-000 1 January 21, 2005 HANDY A. DANIELS SECR�,.:RT OF S,,.. RE: M 0052-02-062 RENEWAL System approval - CONDITIONAL 1" Modification In reference to your written request dated January 12, 2005, your original approval dated January 17, 2003 to construct Factory Manufactured Detached One -and -Two -Family Dwellings, and Multiple Single -Family Dwellings (Townhouses) System of Models designated M0052-02-062 (including your 1" Modification dated March 11, 2004), is hereby renewed as authorized under 19 NYCRR 1209. This approval will remain in effect until January 17. 2007 unless sooner revoked_ and is s�rbject to renewal thereafc:I. Buildings manufactured under this approval are limited to installation on sites meeting the following criteria: L The Seismic Design Category as determined by geographic location and soil Site Class is limited as follows: Ia. Seismic Design Category A, B, C, or DI for Detached One -and Two -Family Dwellings as demonstrated in accordance with "RCNYS Section R602.10 Braced Walls". In locations where the Seismic Design Category is Dl, the One and Two -Family Dwellings most also conform to RCNYS Section R301.2.2 Seismic Provisions. 1b. Seismic Design Category A, B, C, or Dl for Multiple Single -Family Dwellings (Townhouses) as demonstrated in accordance with "RCNYS Section R602.10 Braced Walls". In locations where the Seismic Design Category is C or Dl, the Multiple Single -Family Dwellings (Townhouses) must also conform to RCNYS Section R301.2.2 Seismic Provisions. 2. Wind design limitations are as follows: 2a. Locations where the Basic Wind Speed is less than 110 mph 3 second gust. Compliance may be demonstrated in accordance with "RCNYS Section R602.10 Braced Walls". Exterior windows and doors shall bedesigned to resist the design wind loads specified in Table R301.2(2) adjusted for height and exposure per Table R301.2(3). Mr. Tom Stephenson March 11, 2004 Fase 2b. Locations where the Basic W ind Speed is no store than 120 mph 3 second gust. Compliance may be demonstrated in accordance with "AF&PA, Wood Frame Construction Manual for One - and Two -Family Dwellings, 1"5 High Wind Edition, Chapter 3 Prescriptive Design". Exterior windows and doors shall be designed to resist the design wind loads specified in Table R301.2(2) adjusted for height and exposure per Table R301.2(3). Provisions regarding Wind - Borne Debris Regions will be completed on-site by others and is subject to the approval of the local code enforcement official. 3. The ground snow load is not in excess of 85 psf. 4. The discrete models derived from system are restricted to non -electric heating systems only. as determined in the Residential Code of New York State (RCNYS) and/or Baiwing Code of New York State, an inclusive volume of the Uniform Fire Prevention and Building Code (Uniform Code) incorporated wholly by reference. Supplemental Conditions of Approval In addition, the conditions under which system approval is granted are: LThe manufacturer is to submit to the Division a duplicate of the permit set for each dwelling to be installed in New York State. Each permit set is to be sealed and signed by an architect or engineer registered in New York State and is to bear that architect or engineer's certification that "the plans and specifications of the permit set are derived from and consistent with the plans and specifications associated with this approval on file with the Division and this conditional approval letter." The certifying architect or engineer may not be affiliated or associated with the manufacturer's quality assurance agency. The following are specific requirements regarding the contents of the permit set. L l . A set of drawings comprising at a minimum: 1.1.1 Cover sheet which contains information on: - Project location - Design criteria: listing of applicable design loads such as Ground Snow Load, Seismic Design Category, Wind Speed, Live Loads, Dead Loads, etc. - Applicable building codes and design specifications - Energy code information: statement by professional of compliance with Energy Conservation Construction Code of New York State, 2002 Edition. Method of compliance and pertinent documentation shall be provided. - Occupancy classification - Construction type classification - General notes - Index of drawings - Manufacturer's title block - Certification, by design professional, of derivation from approved system set drawings and this conditional approval letter 1. 1.2 Elevations 1.13 Floor plans which convey the information on: Mr. Tom Stephenson March 11, 2004 Page 3 - Required and provided lisht, ventilation, egress. window and door schedules - Unambiguous identification of structural members - Smoke detectors and GFC Interrupt protection 1. 1.4 Foundation plan 1. 1.5 Building cross section with information on: - Building integration (module connections) details - Location of required fire stopping - Roof truss bracing and structural connections 1. 1.6 Roof system - Special requirements addressed (such as sliding, drifting or unbalanced snow load conditions) 1. 1.7 Non -typical details (such as prow roof, cantilever beams, etc.) 1.2 Summary of references to system for selection of structural members. 13 Each page of drawings and calculations should be signed, sealed, and dated by New York State registered design professional. 2. The manufacturer will submit a weekly report summarizing (listing) all permit sets with information about project location, production serial number, and NYS insignia number. 3.The manufacturer will promptly address the deficiencies of submittals. 4. The system conditional approval is subject to termination upon evaluation of compliance with the provisions of the Uniform Code. 5. The Division will conduct quality control review of permit set submittals to evaluate compliance with the above conditions and with the provisions of the Residential Code of New York State. Deficiencies will be reported to Manufacturer name and are to be promptly addressed. The approval is indicated by the New York State Department of State "Stamp of Approval' placed on the accompanying set of plans. The reconciliation of fees associated with this approval is provided as an attachment to this letter. A copy of this letter, without attachment, shall accompany each set of plans submitted for a building permit and be deemed a duplicate original. Sincerely, Ronald E. Piester Director Division of Code Enforcement and Administration Enclosure cc: Kevin White, TRA & Associates, Inc. File 02-062 Renewal.wpd REScheek Compliance Certificate New York State Energy Conservation REScheck Software Version 3.6 Release 2 Data filename: I:\2005\RESCHECK\F5139-B.rck PROJECT TITLE: F5139 -B COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non -Electric WINDOW / WALL RATIO: 0.12 DATE: 07/01/05 DATE OF PLANS: 7-01-05 PROJECT DESCRIPTION: SAETTA-SUPPENSKI MAIN RD. - SR 25 ORIENT, NY 11957 D ESIGNER/CONTRACTOR: THE BUILDER DEV., CORP. 3 SIMON COURT - P.O. BOX 916 QUOGUE, NY 11959 PROJECT NOTES: SUN BUILDING SYSTEMS Permit Number UL`( IT -2W6 Checked By/Date Construction Code COMPLIANCE: Passes Maximum UA = 438 Your Home UA = 350 20.1% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U -Factor UA Ceiling I: Flat Ceiling or Scissor Truss 1243 30.0 0.0 44 Wall I- Wood Frame. 16" o.c. 2660 19.0 0.0 137 Window l: Vinyl Frame:Double Pane with Low -E 287 0.320 92 Door I: Solid 39 0.110 4 Door 2: Glass 40 0-310 12 Door 3: Solid 19 0.150 3 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 1243 19.0 0.0 58 Furnace I: Forced Hot Air, 78 AFUE COMPLIANCE STATEMENT. The proposed building represented in this document is consistent with the building plans, specitications, 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 Code. Builder/Designer t2 i. _ Date -7-0i-0 REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheck Software Version 3.6 Release 2 DATE: 07/01/05 PROJECT TITLE: F5139 -B Bldg. Dept. Use [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Ceilings: 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above -Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Windows: 1. Window 1: Vinyl Frame:Double Pane with Low -E, U -factor: 0.320 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: 1. Door 1: Solid, U -factor: 0.110 Comments: 2. Door 2: Glass, U -factor: 0.310 Comments: 3. Door 3: Solid, U -factor: 0.150 Continents: Floors: 1. Floor 1: All -Wood Joist/Tmss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Heating and Cooling Equipment: 1. Furnace 1: Forced Hot Air, 78 AFUE or higher Make and Model Number Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be 1) 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. Vapor Retarder: Required on the wann-in-winter side of all non -vented framed ceilings, walls, and floors. Materials Identification: 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. Insulation R -values and glazing U -factors must be clearly marked on the building plans or specifications 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. Supply ducts in unconditioned spaces must be insulated to R-8. Return ducts in unconditioned spaces (except basements) must be insulated to R - Return ducts in unconditioned spaces (except basements) must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic -plus -embedded -fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181 B. Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters are required for each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting non-combustible fireplace doors. 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. 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 beat trap or is part of a circulating system. Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] 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. Heating and Cooling Piping Insulation: [ ) HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the levels in Table 1 Table]: Minimum Insulation Thickness for Circulating Hot Water Pipes Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Ranpe F 2" Runouts 1" and Less 1.25' to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 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 2.0 140-169 0.5 0.5 1.0 1.5 100-139 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 Ranpe 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 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 E5 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) Wood Frame Construction Manual Worksheet JOB: F5139 -B Description :2 -STORY 31.58 W x 38 L WIND SPEED based on Fastest mile (Table R301.2.1.3 page 35) PRESCRIPTIVE DESIGN LIMITATIONS (Page 106) THIS IS A INSCRIBED STRUCTURE PER FIGURE 1.4 (OPTION #2) The following table is used to determine whether the building geometry is within the applicability of the WFCM Chapter prescriptive provisions Conditions not complying with the limitations shall be designed in accordance with WFCM Chapter 2 (see WFCM 3.1.3) Element lAttribute Limitation Design Case FLOOR SYSTEMS Joist span 26' maximum 15'-3" Actual Lumber joist spacing 24" maximum 16 llnches Joists Cantilevers/Setback - supporting loadbearing walls or shearwall d1 maximum N/A Vertical floor offset df maximum N/A Floor Floor diaphragm aspect ratio 3:1 maximum 1.2 :1 Diaphragms Floor diaphragm opening Lesser of 12' or 50% of diaphragm Dim. 11'-2" WALL SYSTEM Wall Studs Loadbearning wall height 10' maximum 9 Feet Non-Loadbearnin wall height 20' maximum 9 Feet wall stud spacing 24" maximum 16 Inches Shearwalls Shearwall line offset 4' maximum N/A Shearwall story offset d maximum N/A Shearwall segment aspect ratio 3 1/21 maximum (2) 3.9 :1 Smallest shear wall length per this unit in inches 28 ROOF SYSTEM Lumber Rafter span (horizontal projection) 26' (3) maximum 15'-9" Actual Rafters Rafter spacing24" maximum 16" Inches Eave overhang length Lesser of 2' or rafter length / 3 12" Inches Rake overhang length Lesser of 2' or purloin span / 2 12" Inches Roof slope 12:12 maximum Roof Diaphragms Roof diaphragm aspect ratio 3:1 maximum 1.2 :1 1 exception: For roof live loads and ground snow loads less then or equal to 20pfs and 3- pfs respectively, lumber floor joist cantilevers supporting load-bearing walls shall not exceed one -eight of the backspan when supporting only a roof load where the roof clear span does not exceed 28 feet. 2 Shear wall segments aspect ratios are limited to a maximum of 2.1 for seismic loads (table 3.17D foot note 3). 2000 International Building Code (IBC) Table 2305.3.3 footnote a., permits a 2w/h reduction for shear walls not meeting maximum shearwall aspect ratio of 2:1 for seismic loads. 3 For roof snow loads, tabulated spans are limited to 20 IT F5139 -B -B W P. x Is worksheets 6/30/2005 WFCM APPLICABILITY LIMITATIONS (Page 2) The following table is used to determine whether the building geometry is within the applicability limitations of the WFCM. Conditions not complying with the limitations shall be designed in accordance engineering practice (see WFCM 1.1.3). Attribute IlLimitation IDesign Case BUILDING DIMENSIONS Number of stories Roof slope maximum 3 2 minimum Flat maximum 12:12 9:12 Mean Roof Height (MRH) maximum 33' 26.55 Feet Building dimension (L or W) minimum maximum 80' 38 Feet Building aspect ratio (L/W) minimum 1 A 1: 1.2 maximum 1 4:11 1.2:1 F5139-B-BWP.xis worksheets 6/30/2005 PERCENTAGE JOB: F5139 -B Description :2 -STORY State: NY WIND SPEED 100 Date: 6/30/2005 WIND SPEED based on Fastest mile (Table R301.2.1.3 page 35) Sidewall sheathing WALL CALL OUT # A 31.58 Feet gable end width of unit 31.58 TYPE I 1st Floor NAIL PER SPACING WALL CALL OUT # 1 38 Feet 6 IN. I 31N. Total length of full sheathing Required for TYPE I 32 19 From Table 3.158 pg 131 Adjustment factor Table 3.16 based on 64.6% 1.28 1.28 5H/6 9' Ceiling adjustment factor Table 3.158 Note #2 1.120 1.120 Total length of full sheathing Required for TYPE 11 45.88 27.24 Length of full height sheathing supplied 24.56 Feet Length of full height sheathing supplied 25.29 Hold down capacity per Table 3.15 & 3.16 26.81 Feet WALL CALL OUT # 2 38 Feet 3800 Total length of full sheathing Required for ITYPE I 1 32 119 From Table 3.156 pg 131 Adjustment factor Table 3.16 based on 52.2%1 1.41 1 1.41 1 5H/6 9' Ceiling adjustment factor Table 3.158 Note #2 1.120 1.120 Total length of full sheathing Required for TYPE II 38.67 30.00 Length of full height sheathing supplied 19.83 Feet 12 Hold down capacity per Table 3.15 & 3.16 2nd Floor WALL CALL OUT # 3 38 Feet 1st Floor NAIL PER SPACING WALL CALL OUT # A 31.58 Feet Total length of full sheathing Required for TYPE I 19 12 From Table 3.158 pg 131 Adjustment factor Table 3.16 based on 70.6 % 1.17 1.17 2H/3 Total length of full sheathing Required for I TYPE 111 22.23 1 14.04 Length of full height sheathing supplied 25.29 Length of full height sheathing supplied 26.81 Feet Hold down capacity per Table 3.15 8 3.16 3800 WALL CALL OUT # 4 38 Feet WALL CALL OUT # B 31.58 Feet Total length of full sheathing Required for TYPE I 19 12 From Table 3.156 pg 131 Adjustment factor Table 3.16 based on 58.9 % 1.26 1.26 2H/3 Total length of full sheathing Required for TYPE 111 23.94 1 15.12 Feet Length of full height sheathing supplied 22.40 Feet 3800 Gable -end sheathing sidewall length of unit 38 1st Floor NAIL PER SPACING WALL CALL OUT # A 31.58 Feet 6 IN. 31N. Total length of full sheathing Required for TYPE I 1 23 1 13 From Table 3.15A pg 132 Adjustment factor Table 3.16 based on 80.1 %1 1.11 1.11 2H/3 9' Ceiling adjustment factor Table 3.158 Note #2 1.120 1.120 Total length of full sheathing Required for TYPE II 28.59 1 16.1616 Length of full height sheathing supplied 25.29 Feet Hold down capacity per Table 3.15 8 3.16 3800 TOTAL HOLD DOWN 7175 WALL CALL OUT # B 31.58 Feet Total length of full sheathing Required for TYPE I 23 13 From Table 3.15A pg 132 Adjustment factor Table 3.16 based on 91.2 % 1.06 1.06 5H/6 9' Ceiling adjustment factor Table 3.1513 Note #2 1 1.120 1.120 Total length of full sheathing Required for TYPE It 27.31 15.4336 Length of full height sheathing supplied 28.79 Feet Hold down capacity per Table 3.15 & 3.16 3800 TOTAL HOLD DOWN 7175 2nd Floor WALL CALL OUT # C 31.58 Feet Total length of full sheathing Required for TYPE 1 15 9 From Table 3.15A pg 132 Adjustment factor Table 3.16 based on 90.0 % 1.06 1.06 21-1/3 Total length of full sheathing Required for rTYPE 111 15.9 1 9.54 Length of full height sheathing supplied 28.43 Feet Hold down capacity per Table 3.15 & 3.16 3375 WALL CALL OUT # D 31.58 Feet Total length of full sheathing Required for TYPE I 15 9 From Table 3.15A pg 132 Adjustment factor Table 3.16 based on 91.0 % 1.06 1.06 5H/b Total length of full sheathing Required for15.9 1 9.54 Length of full height sheathing supplied 28.75 Feer Hold down capacity per Table 3.15 & 3.16 r 3375 `5139 -B -6 W P.xls Sheathing 7/1/2005 HEAT LOSS CALCULATION Serial number 91', A_ --Ext Model 2STORV' - - - __-- WaMSq. Ft. 2660 Total BTUH loss= 62835.58 - State NV Date.'..6-06 % & glaz ng= 9.2 Design temperatures-- -- _ _ Rvalue Interior 70 deg F Gross Door (Entry) Sq. Ft.= 58.32 Floor'. 19 Exterior -8 deg F Gross Door (Patio) Sq. Ft. - 40.31ll: _ Wa 19 _ Temperature Diff. 78 deg F Gross Wmdow Sq. Fl, 287 26 __ - Roof 1 _ 30 Crawl space -8 deg F _. _.. _ 1st Clg Ht 9 Temperature Diff. 78 deg F 2nd Clg Ht . _ 8 _ Note: temperatures are based on dry bulb reading Component U -values Udoor (entry) 0.11 Electric BB watts/ft= 225 - Utloor(patio) 034 Hydronic BB btuh/Fl = 580 _. '.. U window 034 U wall 0,052 U roof 0.033 Electric toe kick heater = 1500 wafts U Floor 0 052 Hydronic ice kick heater = 3300 btuh Components tam/bm.kil half bath living nn toyer diming on mstr bdim wic wic mstrbalh hall bath halVstalr bdnn 3 utility bdrm 2 Lin. ftext. wall 750 00 29 6 11.5 200 297 10,6 82 21.8 10.0 0.0 270 3.9 30.0 Area wall (gross) 675.0 0.0 266.4 1035 2670 237.6 84.8 656 774.4 800 0.0 216.0 31.2 240.0 Area door (entry) 19 1 0 0 0.0 39.2 00 00 0.0 go 0.0 00 U.0 0.0 0.0 no Area door (patio) 403 00 0.0 n0 00 0.0 0.0 00 -0 0 00 0.0 00 0.0 0.0 Area window 501 00 51 4 00 36.1_ 51.4 17.2 00 74 ]d 00 34.1 00 34.7 Area wall (net) 565.5 0.0 215.0 64.3 226.9 186.2 6T6 656 16Lo 72.6 0.0 181.9 ----31.2 2059 Ansa roof 6190 295 218.5 1390 2609 276.0 60.0 602 1101 66.1 _ 257.8 1544 635 260.4 Area floor 619.0 29.9 218.5 _ 139.0 250.0 276.0 60.0 60.2 110.4 661 257.8 154.4 63.5 200.4 Area total(w+r+f) 1913 60 703 382 761 790 205 186 395 212 516 525 158 641 STANDARD C value (door) 16 0 0 4 0 0 0 _. 0 D value (window) 17 0 17 0 12 P 6 __ 0 3 3 0 12 0 12 • value (wall) 29 0 11 3 12 10 4 3 9 -. 4 0 - 9 2- 11 Q value (roof) 21 1 7 5 8_ 9 2 2 4- 2 9 5 2- 7 C value (floor) 32 2 11 7 13 14 3 __ 3 6 3 13 8 3 10 Q value (room) 83 1 36 12 32 36 11 5 15 8 9 26 4 29 BTUH loss Transmission 8976 199 3689 1523 3489 3955 1131 667 1608 931 1716 2670 549 3073 7081 342 2500 _ 1590 2860 3157 686 689 1 1MInfiltration 757 2949 1766 726 2293 Total loss 16057 541 6188 3113 6349 7112 18.17 1355 2871 1688 _ 6665 4437 1276 5366 CFM required 300 10 116 58 119 133 34 25 54 32 _ 87 83 24 100 Wattage required 4702 158 1812 911 1859 2083 532 397 841 494 1366 1299 374 1571 Electric 21 1 8 4 9 10 3 2 4 3 6 6 2 7 Hydronic 28 '. '.1 6 11 13 4 3 5 3 _ _ 8 - - 8 --. 3 10 # of hvac registers 4 1 2 1 2 2 1 1 1 1 2 2 1 2 Hydronic 86 itself 36 2 13 8 15 16 4 4 6 4 15 9 4 12 Electric BS (feet) 25 1 9 6 10 11 2 2 4 3 10 6 3 8 F5139 -A. As 6/6/2005 SLN 200-+ 5355 Ilius ,w ON H LACED ATTIC1 1._.--L—_ I, PIy 6UN-200. D37DR316-9 Job Reference o tional 17481653 7D Truss l P. Tyrone. PA __ -_,_-. _ _---- _ _ _ E 100 s Aug 25 2004 MiTeN Industries,. Inc. Mon Nov 15 10 35:13 2004 Page 1 10:0-att,alb _....--- ....-------- _____.31-6-0 2X10SYPSS WEBS LOADING (Pat) 31-6-0 CSI DEPL n (too) UcLfl L/d -E GRIP TOLL 319 I BEHiBE °�'" —conn. 375(lb) -03 1-14 1478 Scafe = 1:76_ i M1120 197/144 .�� 7 8-9=1171/705.9-10=1307159,3, 10-11=155&gw Lurnib" Increase 1.15 BC 0.56 Vert(TL) -0.45 1-14 BEH18E 180 11,111118 141/138 TCD- 10.0 % q 8 We 0.75 Haz(TL) -001 1 Na Na DOLL 00 rn 100 Code IBC2003ANS195 900 12 Weight: 2241b BEHiBD \ \. / BEH18D t- Z i Z Conn_557(lb) 10 W 4 Z W7 _ ?I oldp -91 W 2 5.8 W1206 14 13 Conn. 11170b) 12 5118 1011120Q (L9O o-sa 990 l 1590 saB &0-o l 2190 s90 TOP CHORD 309-0 soca 31-610 Oso 2.5 2 X 6 SW SS, 7-10 2 X 6 SPF 210OF TBE, 56 2 X 4 SPF No BOT CHORD Plate offsets 0-0-1104 3:0-0-1161-2, :oU11a1-2 10:0-att,alb 1 Row at mitlpt 4A BOT CHORD 2X10SYPSS WEBS LOADING (Pat) IN SPACG 2-0-0 CSI DEPL n (too) UcLfl L/d PLATES GRIP TOLL 319 Dates increase 115 TO 064 L7 VeR(L) -03 1-14 1478 240 M1120 197/144 (Grouts Snovr--55.0) 8-9=1171/705.9-10=1307159,3, 10-11=155&gw Lurnib" Increase 1.15 BC 0.56 Vert(TL) -0.45 1-14 1390 180 11,111118 141/138 TCD- 10.0 Rep Stress Inc, VES We 0.75 Haz(TL) -001 1 Na Na DOLL 00 rn 100 Code IBC2003ANS195 (Matrrc) Weight: 2241b LUMBER BRACING TOP CHORD 2 X B SPF No.2 EvicepP TOP CHORD Sheathed w 5-11-1 oc purAns. 2.5 2 X 6 SW SS, 7-10 2 X 6 SPF 210OF TBE, 56 2 X 4 SPF No BOT CHORD Rigid ceiling directly applied or 511-2 oc bracing. 6-7 2 X 4 SPF No WEBS 1 Row at mitlpt 4A BOT CHORD 2X10SYPSS WEBS 2 X 3 SPF Not LBR SCAB 482 X 6 SPF Not one side REACTIONS (Ibt¢e) 1=1351)0.68, 13=78710.58, 11=1351/05-8 Max Uplift 1= -"Road case 6), 13=187(bad case 6), 11=664(bad case 6) Max Grav 1=1543fbad case, 8), 13=787(bad toss 1), 11=1547(bad case 9) FORCES (b) -h4 x Ca Wms4orAWim Tension TOP CHORD 1-2=-1555549, 2-3=-1302592, 3 4= 1171/785, 45=3 160; 55=223x'179, 6-7=2213'177, 7SJ971160. 8-9=1171/705.9-10=1307159,3, 10-11=155&gw BOT CHORD 1-14=187/1950, 13-14=185rlO40.12-13=185/10®. 11-12=-187/1050 WEBS 48=-904796.3-14=5534G3, 9-1r-553453 NOTES (14) 1) Wind: ASCE 7-96; 12WO; WQAO!fS TOOL=3.5pst; BCDL=5.tlpsf; Category 11; FSC; enclosed; C -C FxRvior(2); Lurnber DOL=1.60 plate gip DOL=1.33 2) TOLL: ASCE 7-98: Pg=55 0 psI (gored srxrw); Pa=31.9 psi (root sindi Category 11; Exp C; Partially Exp.; Cr- 1 3) Roof design srw bad has been redrred to aaulrt lar sbpe. 4) Unbalanced sr(Nbads taus bear corcidered IN 8105 design 5) The btss las been tlesigined as pa IBC Sac. 1605.3.1.1 Load redix:ban, for nvAple live bats. 6) Tlis inns las been design for a tO.o pst batlom d" i bad normscurreri wkh any antler ive bait. 7) AN plates are UT20 plates williss dfwvrise indicated 8) See SEH18 DETAILS for Plate placarlslt 9) lgno s als mist to node to prevent lateral mo aned of hinged nwiber(s) dli5 transportation 10) All additional nentoer wmntiae sial be po+ided by others lar forces as indicated 11) Ceiing dead bad (3.0 pst) on rterrber(s). 3-0, &9, 4b; Was dead bad (3.Opst) m membei(s)3-14, 9-12 12) Bothe chord Ke bad (40.0 pat) and ad5Ga1a1 bottom dnerd dead bad (0.0 psi) applied only to room 13-14,12-13 13) Provide madlarrical mrnettron (lay ethers) of truss to bearing plate capable of "hstarxhg 664 b uplLt at joint 1, 187 b uplift at joint 13 and 66410 uplift A flirt 11. 14) OPTIONAL 119- X 3 55" DADO OVETR SUPPORT AT HEEL November 15,2004 0.'ARMN JY a _w P^rwnnm a.rd AFAD IATL M - M'➢1NQUDFL MrLA RFJFFCaCa rwfd nn r T3 nE£Dft£ VSL. III 14515 N. 00w Fw1',. o u ipn sad w o1W In1e. c«mecb, m da+v cab 0-w w>on o� move. a1d' 1« o, rdvauol b�,:nv w,s,l. ase r400 .Wpllcob+lr Io rm tiro props mcolpn r�o� 1 alesasea. r.0- sooli Ipp1Mrrir{ OI1A1,d tlea3'✓-+-rock CeuT W n9 s'.�w, bl P-1 1 1 uCR ..11ma —b, Ilmt(pipyb e510G11y tl1wM11 COn5tucbn HtCR fi:WN :P� -C1. 1tl ne Ib evivM— r0, N �(gl AW Ione CrKiiylel.F41 oneral9W Ww n,na o1A ,I �a .,�Pllowaeaenaasa,massnsnoco MiTek` SdeNN m[}or;a.vWr)q-p[n lrv))Pl�H li b111e. VsJG'C�n i. Ai�bWn 5-]�a �i NOTE: TO THE BEST OF HIS/HER KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT: THE FOLLOWING NOTES APPLY 1. THESE PLANS ARE IN COMPLIANCE WITH OUR NEW YORK SYSTEMS FOR DETACHED ONE - AND -TWO-FAMILY DWELLINGS, AND MULTIPLE SINGLE-FAMILY DWELLINGS (TOWNHOUSES). THEY ARE DERIVED FROM A CONDITIONAL APPROVAL OF OUR SYSTEM MODELS. APPROVAL DESIGNATION M0052-02-062. DATED JANUARY 17, 2003. NEW YORK STATE L MANUFACTURER APPROVAL CONDITIONAL SYSTEMS APPROVAL NUMBER M0052-02-062 2. THIRD PARTY INSPECTION AGENCY TRA INC 100E. BEARDSLEY AVE PO. BOX1051 ELKHART, IN 46515 3. DRAWING INDEX PAGE TITLE ADDRESS: II x 11 SHEETS - COVER SHEET GN GENERAL NOTES I FOUNDATION PLAN 2 FIRST FLOOR PLAN 2A SECOND FLOOR PLAN 3 FRONT ELEVATION 3A LEFT 4 RIGHT SIDE ELEVATIONS 315 REAR ELEVATION 4 CROSS SECTION 4A SECTION DETAILS e SCHEDULES 5 FIRST FLOOR ELECTRICAL PLAN 5A SECOND FLOOR ELECTRIGAL PLAN 6 PLUMBING LAYOUT PI-PlO 120 WIND PRESCRIPTIVE NIx11) - PER 95 Wood Frame Gonstr. Manual 8 1/2 x II SHEETS 3 PAGES NY COVER LETTER I PAGES RE5 CHECK 3 PAGES INSPECTION CHECKLIST 3 PAGES MANUAL AND SHEATHING WORK SHEETS I PAGE HEAT LOSS CALCULATION PAGE TRU55 CERTIFICATION -OTAL NUMBER OF SHEETS IN COMPLETE SET 25 BUILDERS INFORMATION: NAME: THE BUILDER DEv. CORP. ADDRESS: 3 SII -ION COURT - P.O. BOX 910 CITY: QUOGUE STATE: NEW YORK ZIP: 11959 CUSTOMERS INFORMATION: NAME: SAETTA-SUPPENSKI ADDRESS: MAIN RD. - SR 25 CITY: ORIENT COUNTY: SUFFOLK STATE: NY ZIP CODE: 11957 0) USE GROUP DETACHED ONE -ANC -TWO-FAMILY DWELLINGS MULTIPLE SINGLE-FAMILY DWELLINGS (T(5WN HOUSES) c) CONSTRUCTION TYPE C 5A ® 55 d) DESIGN LOADS: 1) WIND: 120 M.P.H. DESIGN PRESSURE: 25.9 EXPOSURE:B 2) SNOW: 45 psi 3) FLOOR: 40 psF live (LIVING AREA) 30 psF live (SLEEPING AREA) 10 psF dead load 4) SEISi'I!C: G 120 VP.H DEl'jsm � OF STALE ALBAW. *V,ii -i; p Stamp of Approval for a System, Model or Component ann5a.-CA-C4aa- Mo05-1- t 3 APp n No. Manufacturer's No. Date Apptpvtial. tl()TICE TMsapprovatisappxcaDleaiymlt>'osecdnrejlei¢sdMuhClorYP' kvedbaA*wa thatanetabnc� and asna"edet)he4ftr�rrranu0nll sltaltt�ot IBNOYe the m�hdursF lydm?8�ponM'b+71y fa,t'161►' � - N) CERTIFICATION OF OCCUPANCY OR NAILING & CONNECTIONS l TP15 IS A RMl41gL®,ORIGINAL tion 1231.5 (f)) ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF - CODES OF NEW YORK STATE PLUMBER CERTIFICA- ON LEAD CONTENT BE CERTIF TE OF OCC11 S USED IN VG P15L SYSTEM CA" CEED 2/10 OF 1 % L PEhn. 0 HIGH WIND DESIGN HAS BI !995 WFCM WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY NIGH WIND EDITION CHAPTER 3 PRESCRIPTIVE DESIGN DESIGN CODES RESIDENTIAL CODE OF NEW YORK STATE FIRE CODE OF NEW YORK STATE PLUMBING CODE OF NEW YORK STATE MECHANICAL CODE OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE 9S9 NATIONAL ELECTRIC CODE LU TER OF OCCUp` N APPROVED AS NOTED RE y S 3132 -gam V;; Y DATE: B.P. t n FEE: 1 /0 BY: )T NOTIFY BUILDING DEPARTMENT AT 765.1802 8 A TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE G 2. ROUGH - FF.;;, NG & FL �,vBING IASTE 3. INSULATION NEED 4. FINAL - CONSTRUCTICW MUST OVERING BE COMPLE-E FOR C.O. ALL CONSTRL 70N SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR WITH DESIGN OR CONSTRUCTION ERRORS. SALE��iE�M�V , 4 INANFACiURRY S StaVRa1 I .trlaI Park Taylcr, Pa &Ulvanla 18511 US ON THE IIEB �51iSINl0DLL BUILDING 5YSTEMS CONTENTS: NEW YORK STATE COVER SHEET UNIT NO DRN NRS • 5139-8 5HEET NO, DA 5139 REV — COVER SHEET FOUNDATION LOADING SCHEDULE WALL LOAD (ELF) SIDE WALL 1566 MATE WALL 2272 DESIGN PARAMETERS: HOUSE WIDTH = 31'-7" ROOF PITCH = 9/12 TRUSS TYPE = STORAGE SNOW LOAD = 45 SEE SHEET (TYPICAL) N N WW j L zF �w m w (D Lm Ow �a Be ams K r Oa LOADS SHOWN FOR ON SITE DESIGN PURPOSES ONLY. [REFER TO SHEET GN FOR NOTES RTAINING TO THIS DRAWING. Famo CHASE 2,-4" ------------ - -___ Y / / � v -i� ----J 1 L ______________ < —; — , I I — T I � CONCRETE WALL CONCRETE FOOTING I I I I I I I II 1 I I I I I I I I I I I I I I I I I I 6'_l•• b'-T�� 4'-0" 4'-0" b'-32' 6'-31' 4'-3'1 I I I II I I POINT LOAD POINT LOAD POINT LOAD) I TO SUPPORT� w TO SUPPORT TO SUPPORT I 901 1- AIb - - --- -� I I Imo 015190 fl6,015 I C. CRETE \ F:C R\ I I ®----BASEMENT SMOKE DETECTOR I 644IPPED LOOSE A INSTALLED I ON SITE BY ELECTRICIAN I I I I y. N f SEE NOTE i6 (HOLO OOWH CR%; 5,050 LBB) sImLAR ra A sInP50N srRAP nE HC4DOwN STHDIARJ (ME DETYL ANO TABLE P2 B PS) - MICAL ALL FOM CORNERS m UPLIFT STRAPS PER OETAIL 414 T Pace II5 TABLE 33B (I6' OX,) VERIFIED BY A VEWiN PROFESSIONAL ALL ANCHOR BOLTS ANE 5N6- DIA. (p REWRED AT EACH CORNER WITHw 12' MA SPACED 23' O.C. HAA. THERE AFTER AND WITHIN 12- OF ALL PLATE $RICES PER TABLE 3.2A P. 112 -� MICM CORNER CONNECTIOry SINPSON STHDWRJ OR SIMILAR. .'� ME MEET 3 S FOR EOOREO HOLD W. CAPACITY � I �I 1 I � I I _ I :..'s FOUNE)4TION FL,4N �NIGN WIND FOUNDATION BRACING DETAIL — — — — --------ry -� NVOs�IHNrts l usu�s NW�xH towusw xhvA4 si��Yxf�A unm sotn I' Fla[sNe '-III,IIJI IIIA „s5 I : , III 1111 � II III II- 1I=P I III I.IIII role NOiE: � .�."�rtR T19LLALc0.VNNU Ernu sHowN. YL CGLUNNS METO OESIN{0 rnwwNwsrvu aNICN.sL 6Y — — EPFo tTG GE6G55— E OWE — GC" —.s — 3 2ETAIL (TYP.) 'I �S 24 a' @151TE BYWILDER FOUNE)4TION FL,4N r LIGHT E VENT C LYaMT LKaNT RPDn NAME F£LMIF£D wppLIED ARIIFICIAL LIGHT SUPPLIED TESE Ea�161NYE ®1 rLMLYd 9COiRN1� FP NA RGSE OCQ 4MIL IIO[Y 9S YRINt� 1? MIl orpp, MYIc :oon. llL6 nrp m sx1 e m s maN rxs� r wr w ...r. r Nu rr:... a..m, slusx ..ss Iaw Oru xm ISU Fp. m ¢na ro sum rw N:aaoc n uR rI morins Aa sxr so-dlmxc m nsrz xw.rzn cm¢ xoavrA. Ir s ns uswean. a ce wrx axsal m as:U m wN ArnNro un smY sass aIw Aa RsoMl rsNrs Aw A.r srNcnNr YOUR N pas s Naonnn YOUR HOOSE VALL LL BE BE BUILT ACCORDING TO THESE PLANS HL1'IEQINER DATE: BUILDER DATE: SEE SHEET P-3, 8 (TYPICAL) \ v \ v V �I I 1 a a 10'-0" SEE SHEET P-6 (TYPICAL) WALL'P - TYPE I - 3' O.C. FAMILY o ROOM N MULL SHEATHING CROSS OVER ( FIELD INSTALLED 3' O.C. FASTENING TYPICAL AT ALL UNIT CONNECTIONS (SEE DETAIL SHEET 2) REFER TO SHEET GN FOR NOTES PERTAINING TO THIS DRAWING. UOX93 2.-4•' 2'-21. 8' DENOTES LOCATON FOR INSIGNIA OF APPROVAL ® U.L. APPROVED (AC -OC) SMOKE DETECTOR ®U.L. APPROVED (AC -OC) CARBON MONOXIDE `OPEx TC DETECTOR (MOUNTED 6' A.E.E.) ® APPUCABLE U.L. APPROVED 73) 91h"LVL (WHERE OF STAIRS L(ON STEOCAMD OU CE UNG )A TM BASE DETECTOR 553E 624 9CR3b BY OTHERS) TESE Ea�161NYE ®1 rLMLYd 9COiRN1� FP NA RGSE OCQ 4MIL IIO[Y 9S YRINt� 1? MIl orpp, MYIc :oon. llL6 nrp m sx1 e m s maN rxs� r wr w ...r. r Nu rr:... a..m, slusx ..ss Iaw Oru xm ISU Fp. m ¢na ro sum rw N:aaoc n uR rI morins Aa sxr so-dlmxc m nsrz xw.rzn cm¢ xoavrA. Ir s ns uswean. a ce wrx axsal m as:U m wN ArnNro un smY sass aIw Aa RsoMl rsNrs Aw A.r srNcnNr YOUR N pas s Naonnn YOUR HOOSE VALL LL BE BE BUILT ACCORDING TO THESE PLANS HL1'IEQINER DATE: BUILDER DATE: SEE SHEET P-3, 8 (TYPICAL) \ v \ v V �I I 1 a a 10'-0" SEE SHEET P-6 (TYPICAL) WALL'P - TYPE I - 3' O.C. FAMILY o ROOM N MULL SHEATHING CROSS OVER ( FIELD INSTALLED 3' O.C. FASTENING TYPICAL AT ALL UNIT CONNECTIONS (SEE DETAIL SHEET 2) REFER TO SHEET GN FOR NOTES PERTAINING TO THIS DRAWING. UOX93 2.-4•' 2'-21. 8' )ET115-----DROF HEADER- -_ (2, 5NE T-0.1 Q) 9 �," L VL OVER (2; 14" L 11. REO'D ABOVE EACH HALF (NC ROGF LOAD, -1 /ING ROOM HALF BATH NOTE: W IR DRM' LL OVER SHEAT4 0 o FOR BRACED UALL PANEL `OPEx TC WALK OJT BAY _ _ FLU50 CEILING. 73) 91h"LVL _ OVER (3) Tr: LVLREQD. 553E 624 9CR3b 10' -II" R IS MAXII'UI.. SPAN %IFPLIW FPLIIE I BREAKFAST ED 'NSa- NOOK )ET115-----DROF HEADER- -_ (2, 5NE T-0.1 Q) 9 �," L VL OVER (2; 14" L 11. REO'D ABOVE EACH HALF (NC ROGF LOAD, -1 /ING ROOM HALF BATH ' iCYE C FELLA 316;-2 1 ALL '2' - TYPE I - 3. O.0 4_" 3'-2 4'-1 3/41 5'-9 1/4" 1. ---------- - - - - -- NOTE: TO THE BEST OF HIS/HER KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT: THE FOLLOWING NOTES APPLY 1. THESE PLANS ARE IN COMPLIANCE WITH OUR NEW YORK SYSTEMS FOR DETACHED ONE - AND -TWO-FAMILY DWELLINGS, AND MULTIPLE SINGLE-FAMILY DWELLINGS (TOWNHOUSES). THEY ARE DERIVED FROM A CONDITIONAL APPROVAL OF OUR SYSTEM MODELS. APPROVAL DESIGNATION M0052-02-062. DATED JANUARY 17, 2003. 161 -01, I„ 13'-3" 68 7. 5, 5-5 1/4" I I II FELLA 31351 Wlla2 W3B42 DC2442 1 S 0 o r dC24 `OPEx TC 1 46O/E� I W '.' OAK TREA05 553E 624 9CR3b iI R IS %IFPLIW FPLIIE I ED 'NSa- m e eT all -DER o J LINE OF FLR AEOV'c ro ' iCYE C FELLA 316;-2 1 ALL '2' - TYPE I - 3. O.0 4_" 3'-2 4'-1 3/41 5'-9 1/4" 1. ---------- - - - - -- NOTE: TO THE BEST OF HIS/HER KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT: THE FOLLOWING NOTES APPLY 1. THESE PLANS ARE IN COMPLIANCE WITH OUR NEW YORK SYSTEMS FOR DETACHED ONE - AND -TWO-FAMILY DWELLINGS, AND MULTIPLE SINGLE-FAMILY DWELLINGS (TOWNHOUSES). THEY ARE DERIVED FROM A CONDITIONAL APPROVAL OF OUR SYSTEM MODELS. APPROVAL DESIGNATION M0052-02-062. DATED JANUARY 17, 2003. 161 -01, I„ 13'-3" 68 7. 5, 5-5 1/4" I I II FELLA 31351 Wlla2 W3B42 DC2442 S 0 o r dC24 1 DW 553E 624 9CR3b iI A'DEP m o J o ro m KITCHEN O � I 3 Ci C'WLLIJ MOULDING- n o� w 3� 4d N rc - m 0 3 .'[521 B24 B24 SCF:ib a I Ll L54 611 Nr - 12' -0" r- 12' 0" lD 9�5" LV- OVER R) l .' LVL. REQ'D AE 'r ERCP 4AL= MO ROGF -CAC) DINING RI^i2l PPELI A 3165-2 I C 11 Z�0 7'2 17 -b 5'-9 1/4" 1 MW SHIP LOOSE 32' R1L HEGHT S TNM FIELD NSTALLED FASTEN M NAILS OR 5Bs . I N'.VY MN CROW STAPES 3. OL. A -LE 5 A FELD ( GABLE SHEATHING DETAIL 2 AT MATE LINE I GARAGE 24 r 24' ON 51TE BY BUILDER W FRE -RATED CEILIK J ON SITE By BUILDER � I E w ED A 4'-1 3/4 FIRST FLOCK FLAN _ --- T-OCEILINIS mssoowert o ne Fwaeor a Mx eaac eTSYele xc RO mete maseBTAsr xcwwlwrasss n n e SESM Mr1RD®rp LorEO ro m x oAVCeC[xefGl ro ne rclmlanw n xxm roE r4a� w DYC®6.a1R1®NAD M1VgY onA�rtumrrrama•Axn ,r�.ne WIIBIf1lYT ssnswnc+® x sssu ale N Pro roanemau� Aae ones rNIN ne nwoeE NRp® vnan rYa pxss9e® MinBl FBNFYla1 P FIN SIxDq TDllr! K HOP BY: DATE: Z® 3 z Ox cc jq= Z ya}i j PPw `Q DUNc �0_ k ' Custom IST FLOUR PLAN LAYOUT ET: 2 I _ O iI F- m o J a � I I 1 I I x I m� I SHIP LOOSE 32' R1L HEGHT S TNM FIELD NSTALLED FASTEN M NAILS OR 5Bs . I N'.VY MN CROW STAPES 3. OL. A -LE 5 A FELD ( GABLE SHEATHING DETAIL 2 AT MATE LINE I GARAGE 24 r 24' ON 51TE BY BUILDER W FRE -RATED CEILIK J ON SITE By BUILDER � I E w ED A 4'-1 3/4 FIRST FLOCK FLAN _ --- T-OCEILINIS mssoowert o ne Fwaeor a Mx eaac eTSYele xc RO mete maseBTAsr xcwwlwrasss n n e SESM Mr1RD®rp LorEO ro m x oAVCeC[xefGl ro ne rclmlanw n xxm roE r4a� w DYC®6.a1R1®NAD M1VgY onA�rtumrrrama•Axn ,r�.ne WIIBIf1lYT ssnswnc+® x sssu ale N Pro roanemau� Aae ones rNIN ne nwoeE NRp® vnan rYa pxss9e® MinBl FBNFYla1 P FIN SIxDq TDllr! K HOP BY: DATE: Z® 3 z Ox cc jq= Z ya}i j PPw `Q DUNc �0_ k ' Custom IST FLOUR PLAN LAYOUT ET: 2 LIGHT 4 VENT CHART LIGHTcYENT RODH NN1E RECaII�D y � RELLITiEI ARTUTOAL LIGHT SUPPLIED r1C4 PA.c Luz zmr ooPLarm 9£PSMLi IP YCLL MfA4 d[P 4rP11. MY 8II, +df 1p4rq v1UpL mLK. xppr, pY wrq ..0 441 sa ro s mrn4 a. ne zwr a .wr. r me .IE ... awls wz Kc1¢ row auzPs 4m 1®rp .vO MTWA x�lipl RvBfMnuS .-PBOAIC2 xE s4r FaewMz ro zrAre ILa4x4R mFs x91ArzA. n s x r®o�n. P >K LarAL BVAW1 m salt ro wn AIrEN Kx un 5404 @;6 91P I.Y R.1LVr rVIR NO Yn SIRULMN xWpS x p24 6 M Si11[ YM9ArFD LO[S YOUR HOUSE WILL BE BUILT ACCORDING TO THESE PLANS HO EOINER DATE: DATE: LEGEND DENOTES LOCATION FOR INSIGNIA OF APPROVAL ® LLL. APPROVED (AC -OC) SMOKE DEIECTOR ®U.L. APPROVED (AC -DC) CARBON MONOADE DETECTOR (MOUNTED 6' A.F.F.) LIGHT VENT APF%CABUE U.L APPROVED ®MEW (AC -0C) SMOKE DETECTOR LOCATED ON CEILING AT BAY REM�F(5 OF STAIRS (ON SITE BY OTHERS) r1C4 PA.c Luz zmr ooPLarm 9£PSMLi IP YCLL MfA4 d[P 4rP11. MY 8II, +df 1p4rq v1UpL mLK. xppr, pY wrq ..0 441 sa ro s mrn4 a. ne zwr a .wr. r me .IE ... awls wz Kc1¢ row auzPs 4m 1®rp .vO MTWA x�lipl RvBfMnuS .-PBOAIC2 xE s4r FaewMz ro zrAre ILa4x4R mFs x91ArzA. n s x r®o�n. P >K LarAL BVAW1 m salt ro wn AIrEN Kx un 5404 @;6 91P I.Y R.1LVr rVIR NO Yn SIRULMN xWpS x p24 6 M Si11[ YM9ArFD LO[S YOUR HOUSE WILL BE BUILT ACCORDING TO THESE PLANS HO EOINER DATE: DATE: 40 0x DA'IEN51gJ INCLUDE5 FIREFILAOE CB45E 51.. 13_01„ 41:1 41.. T-0" 2 2 2 9'-3" 2 14'-0" V. SEE SHEET P-3-� 8'-0 1/4" 6'- 5/8" 7' 1/4" 4'-4 5/8" (TYPICAL) --I 1If____ _--___4 It____ ---_.y WALL '3' -TYPE 11 6' O.C. �ELLA 293b 4LLA 2E3 1 PEI LA 3165-2 1 ,F O (�) COFNER SHOlER ST CkiT N ` MHALL ASTER EEDROOM O: 5/"TP, 3m' w 30. 1%6 rn 32 I ryl N _ CO�OEI. :U B cvl o w L05 30• J H SL co oer. �'r �,�,r m 8> lll/// D CLOSE `Nj ~ 38'-0" _______"'f---'---3 !219'q" LVL REO'D AEI EACH HALF ENTIRE LENC-TH GF HOUSE =.k1- O_ STAIRS TO P;I!RE _ 3 { 0'-I2 lY-3x BonuR RUSH GEIL`C PI _FLUSH C_ LING- _; I I FULL SHEATHING CROSS OVER ,Dp1 �iLIEJ , FIIns:ALLED 31' ELD INSTALLED 3' O.C. FASTENING TYPICAL AT ALL UNIT CONNECTIONS BT ALLE0 (SEE DETAIL SHEET 2) I ?ri0 01 Q ` eELcw� ;T}io u,ll 'ER o d BEDROOf� I BECROOI`� �� > \ M C- ET � O I b 1U � I FELLA 3165-2 FE -1-4 31651 PE_LG 3165 e 1 �' WALL '4' -TYRE II 3'0C � 4 1x 9-101' 41 I''.. 4 2 2-"�-2 0 2. II 0 _ _ y I 1 4'-1 3/4 I ___ 7_0 5/8._--_1 r---- 7_05/8__.-'� L-4_1.3/4' E - -- - - - -- 38' 0" S - WINDOW SCHEDULE 'IIYP9fYBR LL IN! F'R191T 6 H OPENING LIGHT VENT SO.FT, U VALUE R VALUE SOLAR VISIBLE TICN HEAT GAIN TRANSMITIDNCE MM DESIGN WESSLPE REM�F(5 i 1 ' x 35 3/C 4.8 2.65 7.39 0,32 3,13 0.34 0,50 T 30 ESE PELLA PROLINE OIX6LE HUNL ' x 65 LA'02 "'S'll'; 64 11.76 0 32 }13 031 0.56 T 30 PS` MC�/FT30 PELLA PROLINE CgALE HWG ' x }5 M6'6.4 3.1- 931 032 3,13 0 31- 0.58 T 30 F^3 FEL PR LINE CpALE HWG W W ' x 65 3/C13.0 6.9 1],24 032 3,13 0.34 OER T 30 PST PELLA PROLINE DOGRLE HUNG pw U IQs ' x 65 }/C 2690 13.8 31.13 032 3.13 0.34 0.58 FT 30 EST PELLA PROLINE DDUSIE HWG w EXTERIOR DOOR SCHEDULE � TAG ftOUGM OPENING LIGHT YEN] $p FT. UVALIff RVALUE SOLAR VISIBLE NR'NlLTRATICN LESIN6 HEAT GAIN TRANSMITTANCE TESTE0125 EBH PE4LfE REMAFNI I 2.23 19.2 39.24 0.20 5.0 0.]0 0.02 .10 CFM/Fi ]3.1- FSF STEEL IN50.. W/(D IC SIDELIGHTS FlRE RATED 6' SLIDER I 0.fi 1 15.8 40.31 1 0,32 1 3.11 1 0.3E 1 0.50 1 30 CFM/FT I LO FSF I PELLA PRttINE SLIDING GLASS DOOR INTERIOR DOOR SCHEDULE TAG ROIKH OPENIN4 FI SIZE SD.FT. REMARKS 32' 3C' x 02 3/4' 3T x 80' 19.Sc Hg10W CORE SWING 30' 32' x B2 3/4' JO' x BO' 10.39 Hg10W CIX1E SWING 40' BI-FCtO c9 3/L' x 02' LB' x 82' 28.33 W WJ BI{OLp DIX6LE 2c 2P 25 3/1-' x 82" 24' x 82' IL.66 WDW BI{OLO Mal) 30' OCLBLE 62/1' n B3 I/2' 60' x 82 1 36.10 HOLLOW CORE DOBLE SWING 30' 40 0x DA'IEN51gJ INCLUDE5 FIREFILAOE CB45E 51.. 13_01„ 41:1 41.. T-0" 2 2 2 9'-3" 2 14'-0" V. SEE SHEET P-3-� 8'-0 1/4" 6'- 5/8" 7' 1/4" 4'-4 5/8" (TYPICAL) --I 1If____ _--___4 It____ ---_.y WALL '3' -TYPE 11 6' O.C. �ELLA 293b 4LLA 2E3 1 PEI LA 3165-2 1 ,F O (�) COFNER SHOlER ST CkiT N ` MHALL ASTER EEDROOM O: 5/"TP, 3m' w 30. 1%6 rn 32 I ryl N _ CO�OEI. :U B cvl o w L05 30• J H SL co oer. �'r �,�,r m 8> lll/// D CLOSE `Nj ~ 38'-0" _______"'f---'---3 !219'q" LVL REO'D AEI EACH HALF ENTIRE LENC-TH GF HOUSE =.k1- O_ STAIRS TO P;I!RE _ 3 { 0'-I2 lY-3x BonuR RUSH GEIL`C PI _FLUSH C_ LING- _; I I FULL SHEATHING CROSS OVER ,Dp1 �iLIEJ , FIIns:ALLED 31' ELD INSTALLED 3' O.C. FASTENING TYPICAL AT ALL UNIT CONNECTIONS BT ALLE0 (SEE DETAIL SHEET 2) I ?ri0 01 Q ` eELcw� ;T}io u,ll 'ER o d BEDROOf� I BECROOI`� �� > \ M C- ET � O I b 1U � I FELLA 3165-2 FE -1-4 31651 PE_LG 3165 e 1 �' WALL '4' -TYRE II 3'0C � 4 1x 9-101' 41 I''.. 4 2 2-"�-2 0 2. II 0 _ _ y I 1 4'-1 3/4 I ___ 7_0 5/8._--_1 r---- 7_05/8__.-'� L-4_1.3/4' E - -- - - - -- 38' 0" S - I N I 'IIYP9fYBR LL IN! F'R191T 6 y I bN OLOL4 flliB6 KYO fPnY! __�-1 v N i 1 � W W w - n e can Tldlem®moo In® 3Z" zo TDYa x rcxoereE,sertr ro rMs ZZ _ Ow w I m W W R6EL�F.IIE FORBO51LT1UI S�G6Rm m I Em o I pw U IQs = 8'-0 CEILING w � Wb W�� >Q : U a 3 I NOTE: TO THE BEST OF HIS/HER KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT: THE FOLLOWING NOTES APPLY 1. THESE PLANS ARE IN COMPLIANCE WITH OUR NEW YORK SYSTEMS FOR DETACHED ONE - AND -TWO-FAMILY DWELLINGS, AND MULTIPLE SINGLE-FAMILY DWELLINGS (TOWNHOUSES). THEY ARE DERIVED FROM A CONDITIONAL APPROVAL OF OUR SYSTEM MODELS. APPROVAL DESIGNATION M0052-02-062. DATED JANUARY 17. 2003. L EFER TO SHEET GN FOR NOTES ERTAINING TO THIS DRAWING. ! I BCNUS ROOM 14'x 14' CN SITE 5Y WILDER y JOE BIO i c'F I R � f -i T U• : f� y 0200810-1 JC FvFNV- S 'IIYP9fYBR LL IN! F'R191T 6 bN OLOL4 flliB6 KYO fPnY! __�-1 1'MIEIART L(PILIY)1 (OxH®T Yl MRYJ6C YALTIOYRI LM! n e can Tldlem®moo In® TDYa x rcxoereE,sertr ro rMs roonnRlwr n •AYIr ro � ru®at Cg1U1FU 6.Pv 1!®TO AD MMYUR 1 R6EL�F.IIE FORBO51LT1UI S�G6Rm HCONE) FLOOR '=LAN 8'-0 CEILING a w eaow zrerea K 81 -IOP BY: REFER TO SHEET GN FOR NOTES DATE: PERTAINING TO THIS DRAWING. 10'-0" 10'-0'• REVERSE GP2J-E � REVER.E GABLE .. FIELD INSTALLED RIDGE VENT Wa � WLL a u m I Ll I I tYt � I I 1 I I I I r I a 12 I m 0 w m ❑❑ ❑ ❑■ LL w S p a II I p o f •r r d' a m m O m o I I u p 0 t_ I #3375 #3375 I => U mr 1 � Z Elm an TEO q9 e F f\®c BIC , 5 #3800 #3800 lam, ax' _ - _ --1 u a ri m #7175 TOTAL #7175 TOTAL '! k£ 5q�rW z T ELEVATION NOTES: 080-7 2 �$' '� m � Oy' FLEVA ION a • EXTERIOR LIGHTS SHIPPED LOOSE SC y ,621 FOR ON-SITE INSTALLATION BY IN F N E `� wen E 0 IL BUDER.11) �m tl • STOOPS/STEPS e HANDRAIL R w F SUPPLIED 4 INSTALLED BY BUILDER Rm KOIM cnanvenra MODEL, LI GlDN4 SRT! K YD CMIYII • 15T FLOOR HORIZONTAL VINYL SIDING��xr� wrami'nai.xe Custom 2-5tory FACTORY INSTALLED BY SB.S-, 2ND rtemeexTnt®xo pax® FLOOR 51DING SHIPPED LOOSE d FIELD DI ItY..,: vwnm nui rt xxm roe[ v+m ax INSTALLED BY BUILDER. owc's®ar.o��o ao xwxw ELEVATION Herts. nE canxnenvxT e1 oeawlo xwxea xrwe roaxer au® SHEET: :wtonFpnw nE nwlx[ xen® ullblt uE OAeFD YL11BI1'�>Y�, (l IIx elxp6 eTl1!!! K SHOP BY: REFER TO SHEET GN FOR NOTES DATE: PERTAINING TO THIS DRAWING. COLLAR MATCH LINE MODULAR MATCH LINE Z IELD INSTALLED RIDGE VENT FIELD INSTALLED RIDGE VENT Fui w 4 � a i u m 12 12ir N L I = > m s uo 00 m S p o o$c LL z s� NTERIM LL } DWR •qq Q 0 u i0 WTAR£ Z Bow15 fdt LL O ,� ,� I I lei I I ffij LL Z Q LL Yr Kr'ej F � w 6 � .a t Z U LL ®p ®p u N r CD LL J I ELEVATION NOTES: �arw z E L E\ A T I O N • EXTERIOR LIGHTS NST SHIPPED LOOSE L=� ELEVATION L E V A T I O I\ Y V FOR ON-SITE INSTALLATION BY � BUILDER 07, • STOOPS/STEPS a HANDRAIL �' D�mm ro w i SUPPLIED e INSTALLED BY �. A�; w 07 N a Q BUILDER. tj GE BIC y OF Q W tl If m• GABLE END HORIZONTAL VINYL � � SIDING SHIPPED LOOSE FIELD t 4 _. ` n.nwx Kwnwn MODEL: nxnotixB rawwxx roteEn m INSTALLED BY BUILDER. £, -- : au •rrartn[luac'rlxxrtua GUSCGRI 1-SCOfy _ f ItxR1G T4MR1®MLQx® a i x to Ta xooroBCExern ron[ DRAWING: � 1 .-a x � roonninutrt xxm tosrol®a D6'oR V>®ro'tD xrxnG ELEVATION 0200E0-1 } n6E3.nE CPIIB11D ntT xT tE oxaam 9� /� v "��n�i zxieu® SHEET: 3H O F N E ~ xtuan 9E Ba�ae®xm+Blt9wBpt P LI ODMS MIB! K SHIN' BY: REFER TO SHEET GN FOR NOTES DATE: PERTAINING TO THIS DRAWING. FIELD INSTALLED RIDGE VENT 1 12 wx Y ~ Q i U m I I I V q — > I n 0 U z ❑ ❑ ® m p v �i • a O � `di nn O B a"$ #3375 #3375 & g 5 12AEL _ mr LL zi 30ELEO a+ GI, !l�QE 0!�d' r #3800 -- --' c i f: #7175 TOTAL #7175 TOTAL z J� \ / ELEVATION NOTES: z RE� E L E �( 4 T I ON EXTERIOR LIGHTS SHIPPED LOOSE 9 02006�-� FOR ON-SITE INSTALLATION BY A BUILDER. 0 F N E _u �f 4 j Q) �m • STOOPS/STEPS a HANDRAIL �q a L SUPPLIED d INSTALLED By mV1m o BUILDER JOF F J tl m • IST FLOOR HORIZONTAL VINYL SIDING �x�� MODEL FACTORY INSTALLED r S, 2ND Iwa�rrr•raw�wcwe®er FLOOR SIDING SNIPPEC LOOSE 4 FIELD xLrnunEusrc'nwntre Custom 2 -Story INSTALLED BY BW LDER nx�:nxxwr�ro ter® roTN xuM'oB�,xeFcrrone DRAL!ING: rapinlw� rt xxar *o s m®wv wxv®a.au®rono xnwc ELEVATION oxrea eanw urr4M u•rn• 116E6.TE CMIBIIINY Wf lE e!1(!® x xnuaxwx mrnleaa� SHEET: 2B rax ones wine nwraz xlxo® JU Y11CN nE EVIBI® xarRl /9IWIM a ex xo•c s»me rc LOIL 5NOP BY: REFER TO SHEET GN FOR NOTES DATE: PERTAINING TO THIS DRAWING. B IBEFGLASS SHINGLES 2 AA a i 9 --- ----------- BIILDNG PAPER < } } 5 � SHEATHING � Q Q I i U m I 1 I — -MANIffACNRED RDtF iR55 �gg� m I I 14' I" 4 I I I I I _ _m I I l_� d / F da m 0 -391NSJLATILN � IMPSON LS]0 GAIL R-301NSJLATI � STRAP fiYPJ w DRTWALL S/B' DRYWALL > yw m 1/6"SHEAT H f5EE SHEET PV • DRiW4Lf5EE SHEETS PI) (SEE SHEET Fh) Tab ' SLEATWIl (1 :y (SEE SLEETS P11 PB) ] x 6 SNDS (SEE SHEETS PI, P6, Pl, t PB) 1 x 6 STib f5EE SHEETS P1 / PB) (� E SHEETS R t PB) VNYL 51 D R' DRYWALlfSEE SHEETS PV 9 3x3 SNDS - �-' 51DNG 0 -5 MSILATION © IR'DRY.�._ W m /a^ L11bV OR i.RY lSEE SHEET PI) R-5 NS1LAi w p v 3/4' TKa DEIXN'G 3/d' iKa DEIXAYa IMP50N L510 LOIL oho 1 �/ f5EE SLEET PI t Pd) m FLOOR JOISTS (SEE SEEi fl f P41 �F50N �]0 (:OIL ? x m ROOK JOISTS 4 STRAP � STRAP fttP) 1 n 10 ROQ2 JOISTS UOf;NER SND HOLDDOJN DETAIL PER FIg. 3.1b'Paye 66) . < m 51 (AIL 'SEE SLEET PI t Pd) (SEE SLEET Po t P41 0� L510 COIL Si RAP S' LOG (EKN 1/16" SHEATHING :fin Z O ^ '^ STRAP %' L aD1LG lII NSiALLED ! 36' ST W 70 ROLR TYP) ALH O ON 5ITE BY SEi C REW VINYL SIDING l lSEE SNEEf �) ] x 6 CEILRG JOISTS 1 ] x 6 CEILING JOISTS i r 'SEE SHEET F91 ($EE SHEET P31 d� m IAS' SHEAT H /B' DRYWALL 'SEE SHEET PU '-5/8' DRiIINLL 1 x 6 Sitar 'SEE SLEET PI) MN 34' LEIYlVT ON SVS 3 Dd' (SEE SHEETS PI, Pb, Pl t Pe. END WALL "B"" ED (SEE SHEETS PI t PB) ] x 6 STUDS (SEE SHEETS PI, P6, PW R• DRYYULLfSEE SHEETS PI ) VNYL 51 D /t' DRYwA.USEE SHEETS PI) FIELD N5TALLEO St SCM GYSTY 4 ¢ -H INSULATION B IR' DRTWALL I NYL SIDING S1 T0' LOG ! DOW a� Q' f5EE SWEET R) SIDIS)i C4RER FASTENED 'b ]x3 5ND5 WTA W -ft SNI PER SIDE m R-5 INSAAT Ti d' LOAN OR i -19_Y n 3/4" TIG DEIXIPG 3/4' iKa DEIXRG f5EE SHEET PI t PU 5 (SEE SHEET PI f Pd) w w < dJ� 1 n 10 FLOOR SIMPSCN LSam CORNER NOLDDOWN DETAIL z 5TRAP E' LOG fE 1 SND TO FLOOR TYP) y= ILL PLATE ON -9 IN5YATICN .- V I -R -S INSULATION GABLE END WALL SITE BY OTHERS SUPPLIED f MTALLED EPPLIED f INSTALLED m m f5EE SLEET Pt f P31 BY OTHERS BY OTHERS p —. ---GCLU'N SUPPLIED D L— t NSTALLED 04 i� Y —��- SITE BY OTHERS -'_�L LL �XQ yt NOTE �N FASSTTFNINSS OF FLOOR TO FO,MDATIONQ�n�r } L—' SHALL BE WITH 16d NAILS, TOE NAILED Mic E D y Qa al W Z } PERIMETER BANDS AND SILL PLATE • 16" Uc. __. :< } F ---- FOE 31 r p 3 m vc ME ° —III—III I �+ �+ T�h +,. LIE N L pp CI���� CC /-' �LG DIV W IS a (r 0 w U) a pp }_ m tl �2�Ga�-� r¢ 'lllIPLBIISM MtlFBEY6 (IN NDIG N'N!'6 K I10 flMl F! r MODEL: yes MM41Y Ng4Yl AVA!®a F Custom 2 -Story G mttu xCaMaB10E YpFLt IoM DRAWING: UlOIIYIIIWIRINTMSf?®OI ObC@P. LRLLW MNp M1fYfM4 CROSS wB1'AlIRbbIFFMYIYlgIFMR SEOTION t:9E6.M WRBIAIYT MI D11GLR® x YGIEa MNM to 0116' CRI® WIORbIt4NMMClF M1BC® SHEET: `'h YTKVI M D!1®®YRIBI IBIMMI Ci lM t�DIE 1n61BY K LOIL IMP50N L510 LOIL JOISTS dA STRAP fttP) 1 n 10 ROQ2 JOISTS f5EE SHEET PI t PU � (SEE SHEET PIxPd) ALH ' DEW TENSI I STRAPS --,W NAILS OR TMx1-VMI6 SHP L00'•E R4L Ym1H DECKAY 1110E NAILS PER END FELO UMKTION G4 STARES ]' OL PER FCR CN SOE GRAfL'110N WTH 1 r NAILS D' OG BDiH SINES FIBER'iLA55 541N -T S 9'MFl LAP I ' TRIAMR 11 V!'LAP PER SDE 15 WILDIIG NAILED P OG EDGE A FIELD -I F'- PROOF RIDGE DETAIL ��� FLIP EAVE DETAIL FIELD INSTALLED TENSION STRAP - IR' DRYWALL 2xb STUD F W' OL. VMTL 611)145 R-15 INSULA➢CN IR" DR:"WALL 114 a 30 Ge 6TRAP 1H65HEATHING G'M p �Ep tO FLOOR) 2x4 5TUD a W"06. FACTORY NSTALLED BOT. PATE WHS TO 9) 8d R END AB T X I V4' S/4' TIG DECKING 1/W 058PLYlllO� STRAP MN ID" LQG BOT. PLATE PLYWOOD BLOCKING (EACH IT W TO ROORI S'4"TIGDECKRYi— DBL.2x PERI EAND5 l' MRL LAP NNLED LLWU IRd PER ETrD 3'OGISTORT DBL, 2. FIERY BAND5 FIELD CQlELTKN— ROOF FLIP SUPPLIED PER FOlDATILL dIG PT.51L1 PLATE) PAPER r PWRED • BLOCK 0,;o T MR3 FOR ON-SITE N5TALLATION RIP EAVE 5B' ANCIAOR BOLT 3' O.C. ROOF SUEATHIW WALL # 3 t•) N SIRE BY OTHER TYPE II WALL # 4 3' O.C. TYPE II WALL # A6' O.C. w WALL # B ALIf'I. FASCIAON TYPE 11 WALL # C 6' O.C. TYPE 11 WALL # D 1 6. O.C. TYPE 11 — 25 3/4- 2x6 WE FASCIA 2 5/b" DRYWALL 36' (2)SL 68 1/2' FACTORY WALLED DBL. TOP PLATE TINJOAS� MPS341110 SECOND FLOOR NAILER ��� LATERAL 450 IR"DRYWALL (D 2x10'$ 2 r 2.6 5T11D ' 16" of 74 3/4' _ (2) 2x10'S PERFORATED SOFFIT— (U 2x6 V� PRE MANP4CNRED 29 3/4' 1 (2) 2x10'5 R-15 NSALATION ROOF TR55 FIELD CONVELTILN 5d B' OL. VINYL 511)116 / 1/5 SHEATHIW J PROOF RIDGE DETAIL ��� FLIP EAVE DETAIL FIELD INSTALLED TENSION STRAP - IR' DRYWALL 2xb STUD F W' OL. VMTL 611)145 R-15 INSULA➢CN IR" DR:"WALL 114 a 30 Ge 6TRAP 1H65HEATHING G'M p �Ep tO FLOOR) 2x4 5TUD a W"06. FACTORY NSTALLED BOT. PATE WHS TO 9) 8d R END AB T X I V4' S/4' TIG DECKING 1/W 058PLYlllO� STRAP MN ID" LQG BOT. PLATE PLYWOOD BLOCKING (EACH IT W TO ROORI S'4"TIGDECKRYi— DBL.2x PERI EAND5 l' MRL LAP NNLED LLWU IRd PER ETrD 3'OGISTORT DBL, 2. FIERY BAND5 FIELD CQlELTKN— Cpl SIRE UPI STRAPS PER FOlDATILL dIG PT.51L1 PLATE) PERTABLE 338 PABA IB r PWRED • BLOCK 0,;o 3- B.C. FOINCATIOJ WALT 5B' ANCIAOR BOLT 3' O.C. SEE SNEEiIAP-1 WALL # 3 t•) N SIRE BY OTHER EXT.IJALL 77 4 FDN.DETAIL FACTORY INSTALLED UPLIFT STRAP AND FIELD REQUIREMENTS IR" DRYWALL 2x6 5TUD lA6" SFEAlRIi1� R-19 INSULATIGN VINYL SIDING X3/4" HG DEC? II D•2- TOE NAILED OZ. PERI EreR TM ED YNl)Rd SEATHI - VINYL 5iDII � 2x6 CEL. J✓" DRYWALL pan Va•1ac�car Laic 4 TZrGR DRYWALL I ��,FLOOR/CEILING DETAI'= j "EUJ�.._—_._ FIELD INSTALLED UPLIFT STRAPS R-30 1x10 DBL TOP F 2x4 STUD c NAILS PER TR55 PRE MANIFACNRED ROOF TRUSS SIMP504 6510 COIL STRAP MIN 8- LON3 EACH STUD r0 TRJ56) t' MN LAP NAILED WKt)'0d PER END _lM 0513 (_�TATE UTALL TRUSS DET AIL 4,A FIELD INSTALLED DECKING FOR TENSION DRYWALL 2KA STI1D ®16" OC 1116 O58 BOT. PLATE 3/4" TIC DECKING -\ ISO NAIL5 • Y YJIST a Ib" OC. 2,6 JOIST 2x2 LEDGEI JOIST HANGER) / 10"xO'xl,'4"ST. PLATE 5/b-DRTWALLJ (U 3/8'x4' LAG 20.T J WELDEC TO COLUMN DBL. TOP. PLATE l5EE FOJIJD. PLAN DETAILI l/16 053 2x4 5TUD + Ib" 04 In DRTLAALL N GEAR COIL 51AP III G (EACH Sm i0 FLOOR) WNL PER END 2x PERM. EI WILD -UP VJ6d0' TNEADED ROD n) WASHFIib . N/15 MD' OL. 2.8 PERI. 5AND5 �1I`WE/COLUMN DETAIL &__VFL00R/CEILING D' A FACTORY INSTALLED UPLIFT STRAP�A FACTORY INSTALLED UPLIFT S AND FIELD CONNECTIONS AND FIELD CONNECTIONS KNEE WALL FIELD INSTALLED (2) 16d NAILS EACH STUD BAY DECKING KNEE'JJALL TO TRU�� REFER TO SHEET GN FOR NOTES PERTAINING TO THIS DRAWING. i SHEARWALL TYPE AND PER. EDGE NAILING SPACING PER TABLE 3.15A 8 3A5B P. 130 B 131 CALL -OUT SPACING TYPE WALL # 1 3- B.C. TYPE I WALL # 2 3' O.C. TYPE I WALL # 3 6' O.C. TYPE II WALL # 4 3' O.C. TYPE II WALL # A6' O.C. TYPE WALL # B 6' O.C. TYPE 11 WALL # C 6' O.C. TYPE 11 WALL # D 1 6. O.C. TYPE 11 NOTE: WINDOWS AND DOORS TO MEET MIN. DP 46.5 PER TABLES R301.2(2) AND TABLE R301.2(3)(OF UP -GRADE KITS REQUIRED) PROTECTION OF ALL OPENINGS PER SECTION 1609.1.4 NY STATE BLDG. CODE TO BE THE RESPONSIBILITY OF THE BLDR. ON SITE NON -LOAD BEARING HEADER SCHEDULE SIDE WALLS PER TABLE 3.21A -3.21C' - SILLS END WALLS PER TABLE 3.ZIG' FIRST FLOOR DOOR OR WINDOW R.O. HEADER JACKS SILL 3765 37 3/4' 1 in 2x6'S FLAT 1 2 1 (1) 2x6 36' 1 38 1/2' 100 2x6'S FLAT 1 2 1 -- JACKS SECOND FLOOR 3765 37 3/4' (1) 2x6'5 FLAT 2 (q 2X6 32' (INT) 34' (1) 2x6'S FLAT 2 -- LOAD BEARING HEADER SCHEDULE SIDE WALLS PER TABLE 3.21A -3.21C' - SILLS PER TABLE 3.21G' FIRST FLOOR DOOR OR WINDOW R. 0. HEADER JACKS SILL 6' SLIDER 3735 37 3/4' (2) 2x10'S 2 (1) 2x6 3765-2 74 3/4' (2) 2xIO'S 3 (1) 2.6 2565 25 3/4- (2) 2xIO'S 2 (1) 2.6 36' (2)SL 68 1/2' (2) 2xIO'S 2 -- SECOND FLOOR 3765 37 3/4' (D 2x10'$ 2 (U 2x6 3765-2 1 74 3/4' _ (2) 2x10'S 3 (U 2x6 2935 1 29 3/4' 1 (2) 2x10'5 2 (I) 2x6 NOTES: 'SCHEDULES BASED ON 1995 WOOD FRAMED CONSTUCTION MANUAL. STANDARD HEADER CONSTRUCTION EXCEEDS PERCRIPTIVE TABLE SPECIFICATIONS - ELECTRICAL 5YM550LS NOME RUN TO ENTRANCE PANEL ® ENTRANCE PANEL (BELOW FLOOR CIRCUIT LEGEN EXCEPT FOR CRA SPACE) ® U.L. APPROVED (AL -OC) SMOKE DETECTOR ® X' SEgNNC `ALT MRE BRIMXER H. SERNNG V T WRE BREAKFA 1 ENMG KC n 120 12-2 N Alp 2 MNERN L TING 120 14-2 15 AMP 3 UNNG RM RECEPTS 120 14-2 15 UP 4 KITCHEN/BREAKEAST RECEPTS 120 12-2 20 AMP 5 KITCHEN REC n IN 12-2 20 AMP 5 a RUM RECEPT 240 B -J 40 UP l KITCHEN RECEP75 1211 12-2 20 AMP 9 DISHWASI 120 I4-2 15 NIP 10 REPER 120 12-2 20 NIP 11 KITCHEN UGHTS 120 14-2 15 AW 12 BATHROOM GK'S 120 12-2 20 AMP 13 [ RK UGXTNG 120 14-2 15 AMP 14 FAMILY RM 120 14-2 15 AW 15 SORM 2/W0 DER. 120 14-2 15 UP 16GENER LLKNLNG 120 14-2 15 UP 12 MASTER BERM 120 14-I 15 NIP IB WASHER M WMPT 120 12-2 20 NIP 19 21 Wi R RECEPT 240 10-3 30 AMP 20 BORA 3 Kam 120 14-2 15 AMP 22 BATHROOMCF'S IN 12-2 20 UP 23 GENERAL UCHTING 120 14-2 IS UP 24 26 BASEMENT GFI RECEPTS In 14-2 15 UP 25 GMAGE Uf.HiS 120 14-2 15 AMP 27 WRAOE RECEPT5 120 12-2 20 AW 20 RANGE 120 1{-2 15 AYP 29 30 31 32 33 N 35 36 37 35 39 40 ELECTRICAL 5YM550LS L P` 13 TO SPOT LIORRS L 13' LOCATED i hID RR u _ C61 I 10 #13 4 : BLOIIER __________________i l3 i 'u : I#10 R LTFHdLI 14 ,; u --------Z ulL ,R�, I—__ BREAKFAST R1T4 �' NOOK FAMILY ------II 4 L : ROOM L------------ --- '13 HALF 4' BATH : ' a 4 L: st----------------------------------------- 3 _________________________________ R I___ #12 __________________ }#24/ lfl _-_------------- #14 1 _-- NOME RUN TO ENTRANCE PANEL ® ENTRANCE PANEL (BELOW FLOOR EXCEPT FOR CRA SPACE) ® U.L. APPROVED (AL -OC) SMOKE DETECTOR ® U.L. APPROVED (AC -OC) CAROON MONOMDE DETECTOR kg (AC -DC) SMOKE DETECTOR (FIELD INSTALLED) �3 WALL OR CEILING LIGHT FIXTURE UGHT FIXTURE W/NENT FAN (50 CFM MIN.) 240 VOLT KMPTICAL 1/2 SWTCNED RECEPnCA DUPLEX RECEPTIC4. 6 9NGLE POLE SWTCH A 3 WAY AWT01 JUNCTION BOX ' RECESSED LIGHT FIXTURE D WAL LIGHT FIXTURE OVER LAV. - 13 -- L P` 13 TO SPOT LIORRS L 13' LOCATED i hID RR u _ C61 I 10 #13 4 : BLOIIER __________________i l3 i 'u : I#10 R LTFHdLI 14 ,; u --------Z ulL ,R�, I—__ BREAKFAST R1T4 �' NOOK FAMILY ------II 4 L : ROOM L------------ --- '13 HALF 4' BATH : ' a 4 L: st----------------------------------------- 3 _________________________________ R I___ #12 __________________ }#24/ lfl _-_------------- #14 1 _-- Dwelling Unit Bedrooms: 210.12 (B) All branch circuits that supply 125 -volt, single-phase. 15 -and 20 -ampere outlets installed in dwelling unit bedrooms shall be protected by an arc -Fault circuit interrupter listed to provide protection of the entire branch circuit. I� KITCHEN R ¢t DINING ROOM REFER TO SHEET GN FOR NOTES PERTAINING TO THIS DRAWING. _ — — — — — — — _ _ _ — — #T M25/2] __925 COIL WIFE FOR FUTURE G4FK� l v 24 �3 3 ABoViEo� /I LIVING ROOM '3 3z- y_ _____'� ®15 r : QI 2 FOYER : 3 s Dwelling Unit Bedrooms: 210.12 (B) All branch circuits that supply 125 -volt, single-phase. 15 -and 20 -ampere outlets installed in dwelling unit bedrooms shall be protected by an arc -Fault circuit interrupter listed to provide protection of the entire branch circuit. I� KITCHEN R ¢t DINING ROOM REFER TO SHEET GN FOR NOTES PERTAINING TO THIS DRAWING. _ — — — — — — — _ _ _ — — #T M25/2] __925 COIL WIFE FOR FUTURE G4FK� l ME ELECTRICAL SYMBOLS �- HOME RUN TO ENTRANCE PANEL ® ENMANCE EXCEPT FOR OKAY SPACE)FLOCR ® U.L. APPROVED (AC -OC) SMOKE DETECTOR ® U.L. APPROVED (AC -DC) CARDON MONO%IDE DETECTOR (AC -OC) SMOKE DETECTOR (FIELD INSTALLED) WALL OR CEILING LIGHT RXTURE UGHT FIXTURE W/VENTED FAN (50 CFM MIN.) 210 VOLT RECEPTCAL 1/2 SWTOAED RECEPTCAL DUPLEX RECEPTCAL b SNCL£ POLE SNTCH A 3 WAY SWTOf JUNCPON BOX RECESSED LIGHT FIXTURE D WALL LIGHT nXT1RE OYER LAV, --------------- SLIDER MASTER BATH ---------------------- --- _ HALL -------23 BATH 0 --' 20 i r r ' #23 i i 16 i W K HALL CLOSET - 6 1. ' I I -------------- ------------ I ' 15 zzz2I l 017 i LXI ----__---'li MASTER BEDROOM `P ERTo W DELPIi- iT ------------------------ WALK -N- +CLOEE7 Dwelling Unit Bedrooms: 210.12 (B) All branch circuits that supply 125 -volt, single-phase. 15 -and 20 -ampere outlets installed in dwelling unit bedrooms shall be protected by an arc -fault circuit interrupter listed to provide protection of the entire branch circuit. REFER TO SHEET GN FOR NOTES PERTAINING TO THIS DRAWING. I 20 --------------------------------- BEDROOM -- BEDROOM "3 i L20 20 A AE GFI 1147✓ w � I#19/21 gT ;L o PUTIRE -------- 16 � MNS ROLYi -Q 16 LDIL IL9Fc OR RRU� ----- 8[)115 rd -I I T 5J ------------------------- BEDROOM 02 I I 'nU OOOFBn D 11D IRl90T P 9N DaDNb MT9DKbfGM.W —*- wcwETrr rwvtlolms®Dr ALL //RY.16! YGfO11H111 LI! 11 D®D TMIRDR®,bp LDY® 10 Td N fpfpBCE DDfyl pAE fflC11b1T1MlII Dlbf lO SOP®OR 5ECOE) FLOORLEC T1 RICAL FLAN 116OFIPM.'YTE,DDfPG..DDPN.IDIIDl.FNRD TATO.1O.ATDfD�N4N0N1M.YIN1RpD 1® NYYAE PINPNI W OIIDD ENID® KN 011@1 TW TE 111X'£ ND1L197 YI1N! 11E DO�FII®OIIID116MYI01 P LI D{p1i TTT4D NG GMECIED i0 `FIJI O`N`0 D TO YEflf THRaa-,H Rxa wIH ]. ilp(aGx ROLF 2 9` I arFw�PnE wmNGs C- ] O ]6 O N %IT. aNc O O N' ow YJT.eNC L -8 uO I OPS �LA3 e ] ]4 O C. N O 3 y4• O GLN£CT ro `JPrLT LNESNES 3 iO M1AM GRAIN fn. lWGi iO FWM D,W.V. - HALF BATH ] NIFP T LME9 D.W.V. - HALUMSTR BATH TO MM DRAM n D.W.V. - KITCHEN W.S. --KITCHEN GMECIED i0 `FIJI ca4ECTEo To vEM THRaa-,H Rxa wIH ]. A^FATATE FTIN'i6 2 9` PFmPaTe wnlGcS C- ] O ]6 O N 5 O]6 O IR' 1YB5WR IIB�°l44R 6 O O L -8 uO yIG T Yx• v OI N' O LAv 2 �LA3 e ] ]4 O e N O 3 y4• O GLN£CT ro `JPrLT LNESNES 3 iO M1AM GRAIN WPP�T LME$ D,W.V. - HALF BATH W.5. - HALF BATH raccrEo To vort ca4ECTEo To vEM DESCRlPT10N ]. rw;GwH R.riF WTN 2 ] PFmPaTe wnlGcS gwPR'AATE FITTN-G ] O ]6 O N 5 O]6 O IR' 1YB5WR IIB�°l44R 6 O O -N yIG T Yx• v OI N' O �LA3 O. ] O N O ] 11 vd• U!. NECT i0 M1AIN 13 O WPP�T LME$ N' 3/4 N 3 iO IIgN PRAM Ll D.W.V. - HALUMSTR BATH W.5. - HALL/MSTR BATH raccrEo To vort TAG DESCRlPT10N I TNeav,H Ia�cF uTH 2 I -V1' S0' ELL 3 gwPR'AATE FITTN-G 4 I -In" LONG TURN TY 5 O N 6 Lav I I -IR" P -TRAP (SEE NOTE S i -In' LONG SWEEP 1/4 BEND 9 O O x 10 N II 16 11 2" B0' ELL 13 1' WE C N' 3/4 N IS Ll 16 p 1 n O 18 n' 19 O 20 e O 21 O 9 22 L4 13 81y/{ 14 SMLR 3/4' 5O ]s O O e 21 ] N 28 O 25 3" CLEANOUT UUPLUG 30 ON• 31 3' 32 Oj 3/a fLNgLT TO Mgly 3",3'x1 -U2' WE 34 3"x3}2' WE h 'L. 1"4"xl-1(!' LGN' TURN TY 36 3'k 'xl-IA" LONG TURN TY 3T TO MMORgW 38 1 3S D.W.V. _HALL BATH 40 W.S. - HALL BATH 41 2" CONT. V 3/4' DUI. HOOK-UP 42 2"k -INCREASER 43 f1 EGiEp t0 VINf 44 4"x4"4" - TURN TT 45 •MKxGM qJF W TN 46 4' CLEANOLIT W IDIS •• D BLE FIXTURE TEE CR DOUBLE CCHBNATIGN WE AND I/5 BEND IPFq'pIATE FTIIY9 ]' W R we61ER VI• O O 1 R O CPNEGT To N.a ; y1W�T LPES TOIAM.. WASHER W.S. - WASHER DRAINAGE, WASTE AND VENT FITTINGS TAG DESCRlPT10N I 1-14' 45' ELL 2 I -V1' S0' ELL 3 Mall WE 4 I -In" LONG TURN TY 5 I -IR" SANITARY TEE 6 I -In' TEE I I -IR" P -TRAP (SEE NOTE S i -In' LONG SWEEP 1/4 BEND 9 I -IR" CLEANOUT W/IIUCG 10 1'x1-V!'xl-IR"zl-IR" DBLFIXT •• II 2. 45' ELL 11 2" B0' ELL 13 1' WE 14 2- LCNC TURN TT IS 1• S ITARY TEE 16 2' TEE n 2" P -TRAP (SEE NOTE 18 Y' LGNG SLEEP 1/4 BEND 19 2• CLSA T W/PLLNG 20 2- DOUBLE FIXTURE •• 21 Y 45' ELL 22 Y W. ELL 13 3" WE 14 3- LGN' TURN TY 25 Y SANITARY TEE 26 Y TEE 21 4'x3- CLOSET FLANGE 28 3" LCNC ^ EP 1/4 BEND 25 3" CLEANOUT UUPLUG 30 3- DOUBLE FIXTURE •• 31 3" LG'G TUR! ELL 32 2"x2'xl-IR" WE 33 3",3'x1 -U2' WE 34 3"x3}2' WE 35 1"4"xl-1(!' LGN' TURN TY 36 3'k 'xl-IA" LONG TURN TY 3T 3"-3-x2" LONG TURN TY 38 1-IR'x2- BUSHING 3S 1-IR"x3' BUSHING 40 1'x3' BUSHING 41 2" CONT. V 3/4' DUI. HOOK-UP 42 2"k -INCREASER 43 4'x4"x3" LONG TIRN TY 44 4"x4"4" - TURN TT 45 4'x4"xl-IA• LONG TURN TY 46 4' CLEANOLIT W IDIS •• D BLE FIXTURE TEE CR DOUBLE CCHBNATIGN WE AND I/5 BEND WATER SUPPLY FITTING5 TAG DESCRIPf10N I V2• $0' ELL 1 U2' S0' STREET ELL 3 In- TEE 4 3/4. 50' ELL 5 3/4' TEE 6 3/4'I'TPT T 3/4'x1/1' SD' ELL S 3/4'x3/4'xIQ" TEE 9 3/4"-VA"xIR" TEE LEGEND --- COLD WATER LINES ---- HOT WATER LINES WASTE LINES VENT LINES SHUT-OFF VALVE NCTES I. ALL VENTS TARN' CH R TO BE 3- IN DIA'IETER AND TO TERINATE AVOVE ROCF A MINIH CF: R -b• NY -b' N]-6' 1'IASS-16• CONN -1]" GCCq-Yt• ]. ALL WATER R]FPLT PIPING M FIXTURE RISERS ARE TYPE •L' COFFER W/I99 SOLDER 3. ALL PLVIBIK 15 IN ACCOTd) E WITH APPLICABLE STATE CODES 4.5TNbARD DRAIN LINES TO SE SCHEDULE 40, S. {WTI -SCALD TAXING VALVE YFG. IIOEN f OOEL 9110 A. ENOVER -BAD 3 GR'I MA I1 PFG IDEN 2675A OR 2139A FOR A NB/SN R. 1. WNEN DI6HYA9AER IS PRO✓IDED, DRAIN LINE AVO P -TRAP ARE ]'. B WATER HEATERS HAVE ADXSTABLE TEFIPERATNFE CONTROL AHEFT A WARS PER 86 R. YIAXRMI STAB BT LOSS IL ALL HCRZQRAL RN5 S L BE SUPPORTED b" O.C. 1MI1,1➢1. 10. ALL 4ORIZO47AL RN$ 5HALL HAVE IJNIFRI O$LOPE LF V4' PFR FT. TOWARD DRAIN It ALL WATER EAPWLY PIPING SHALL BE yJFp MD b• oz. HA IR L N. ALL DRAINAGE CHAN5E5 FR'T'I VERTICAL r0 wCRIZCNTAL SHALL BE THR'VYaH A LON' TW TEE WE OR C INATN]N WE .NA I/6 BENO W TH THE EXCEPTION CF THE WATER CLOSET TRAP ARI WHICH 5HALL BE A LGN' SWEEP 1/4 BEND, 13. ALL DRAINAGE CHANGES Tiiq'1 HORIZONTAL TO VER- TICAL SHALL BE T4R H A SANITARY TEE OR AN AFFRCIreD DWBLE FI%ARE FIRNG ." 12, TURES ENTER ENTER A vERTICAL STACK 14. ALL DRAINAGE CHANGES FRO I HORIZONTAL TO IYJRIZ- ONTAL SHALL BE TH W ALLY TARN TEE WE OR C SINATICN WE ANP I/B BEND. I5. THIS PLAN NAY BE $INCYN SY]TIETRICALLT OPPOSITE. mrcaaFeNr N nNe Flueor Q !1N BtM6 /T!R! KITO fp PIM FRlIETIA WpYTp(g9® pT ALL MRCIB.0 YLfRT16yR LIM n e®G Iwn]®ro larEo IO ttV NOWCBCi IpEtlb TE fYMlb IIYi R NNT tO M flFm lA Rrc® Q.aeu®roIo xnNwr. cRIRu0. eanFn IIPINJTy al PIRis neuF. nE rcREns ]uT xor S oea am NYCIE CRNPIR W OR6p CN I!® FA 0116(l]IM 11E RMaR MBCm FI11llR M ElRER®FRI]BI/9FIIIxM Q YN BRDM fT61B! K Wood Frame Construction Manual Worksheet JOB: F5139 -B Description :2 -STORY 31.58 W x 38 L WIND SPEED based on Fastest mile (Table R301.2.1.3 page 35) PRESCRIPTIVE DESIGN LIMITATIONS (Page 106) THIS IS A INSCRIBED STRUCTURE PER FIGURE 1.4 (OPTION #2) The following table is used to determine whether the building geometry is within the applicability of the WFCM Chapter prescriptive provisions Conditions not complying with the limitations shall be designed in accordance with WFCM Chapter 2 (see WFCM 3.1.3) Element Attribute Limitation Design Case BUILDING DIMENSIONS FLOOR SYSTEMS NAILING SCHEDULE Number of stories Roof slope FOUNDATION NOTES maximum Joist span 26' maximum 15'-3" Actual Lumber joist spacing 24" maximum 16 Inches Joists CantileverslSetback- supporting loadbearing walls or shearwall d1 maximum N/A minimum CelrnPlw.IbTPo flute ?anrldl Vertical Floor offset df maximum N/A Building aspect ratio (L/W) Floor Floor diaphragm aspect ratio 3:1 maximum 1.2 :1 Diaphragms Floor diaphragm opening Lesser of 12' or 50% of diaphragm Dim. 11'-2" aA lyr 1' HEADER CONNECTION TABLE WALL SYSTEM WINDOW SILL CONNECTION TABLE � , Wall Studs Loadbearning wall height 10' maximum 9 Feet _ Non-Loadbearnin wall height 20' maximum 9 Feet CEILIN31R00F NOTES wall stud spacing 24" maximum 16 Inches Shearwalls Shearwall line offset 4' maximum NIA ROOF OVERMAN. SMTG. DETAIL TPu[nTTn lme lFrzsylull Shearwall story offset 7 -maximum N/A T. rr1w.. n ml.,vnum, ,r:...vJrfl Shearwall segment aspect ratio 3 1/2 :1 maximum (2) 3.9 :1 Smallest shear wall length per this unit in inches 28 ROOF SYSTEM N 4uburkJRlVacrmlNl Lumber Rafter span (horizontal projection) 26' (3 maximum 15'-9" Actual Rafters Rafter spacing 24" maximum 16" Inches Eave overhang length Lesser of 2' or rafter length / 3 12" Inches Rake overhang length Lesser of 2' or purloin span ( 2 12" Inches Roof slope 12:12 maximum 91:12 Roof Diaphragms Roof diaphragm aspect ratio 3:1 maximum 1.2 :1 1 exception: For roof live loads and ground snow loads less then or equal to 20pfs and 3- pis respectively, lumber Floor joist cantilevers supporting load-bearing walls shall not exceed one -eight of the backspan when supporting only a roof load where the roof clear span does not exceed 28 feet. 2 Shear wall segments aspect ratios are limited to a maximum of 7.1 for seismic loads liable 3.17D foot note 3). 2000 Intemational Building Code (IBC) Table 2305.3.3 footnote a., permits a 2w/h reduction for shear walls not meeting maximum shearwall aspect ratio of 2:1 for seismic loads. 3 For roof snow loads, tabulated spans are limited to 20 f1. WFCM APPLICABILITY LIMITATIONS (Page 2) The following table is used to determine whether the building geometry is within the applicability limitations of the WFCM. Conditions not complying with the limitations shall be designed in accordance engineering practice (see WFCM 1.1.3). Attribute ILimitation Design Case BUILDING DIMENSIONS NAILING SCHEDULE Number of stories Roof slope FOUNDATION NOTES maximum 3 2 minimum Flat maximum 1212 9:12 Mean Roof Height (MRH) maximum 33' 26.55 Feet Building dimension (L or W) Ire..na minimum CelrnPlw.IbTPo flute ?anrldl PS maximum 80' 38 Feet Building aspect ratio (L/W) ' Irp6Hn�wP��lItl RVBV IFvrtn+rlN1 minimum 14 1: 1.2 maximum 4:1 1.2:1 Table 31 N.1111i Schedule CONTENTS DESIGN LIMITATIONS NAILING SCHEDULE FFF2 FOUNDATION NOTES SILL PLATE CONNECTION REQUIREMENTS WALL IJP -LIFT CONNECTION REQUIREMENTS CORNER STUD DETAIL STRAP TIE DOUN SPECIFICATIONS STRAP THE DOIW DETAILS R.m Irmo w. rtaoemmi FLOOR NOTES w'I nle]]AI Ire..na ' CelrnPlw.IbTPo flute ?anrldl PS Ive 1M+l[t Ul tie lnr EXTERIOR WALL NOTES ' Irp6Hn�wP��lItl RVBV IFvrtn+rlN1 SMEAR WALL SEGMENT DETAIL cTNc]]I END WALL SHEATHING TABLE ColraE ln„L;n ore PMrOrnv iF e,[nlell P1 xTaMelT aA lyr 1' HEADER CONNECTION TABLE 1 nuarrTr€n'eMa WINDOW SILL CONNECTION TABLE � , MAX STUD LENGTH TABLE rtrcN�l�i� _ TOP PLATE SPLICE CHART rn 0.ee.. tFX"nainlr CEILIN31R00F NOTES RIDGE STRAPPING TABLE CEILING JOIST SPAN TABLE WAIJ.FPAA@Mi ROOF TRUSS CQNECTION TABLE PC ROOF OVERMAN. SMTG. DETAIL TPu[nTTn lme lFrzsylull ROOF SHEATHING REQUIREMENT TABLES 3.I W' ry.�lmr T. rr1w.. n ml.,vnum, ,r:...vJrfl .r�M N 4uburkJRlVacrmlNl IeJ In ,r, µnlFc +rfw er.,,m rlu, r...am lerrl..,,µar B,u.m Xu,. in Floorrrl.r.BvnQuv[ nrblwArnF 11—All dace wANwc lrnr rn5rl Tui Plo w(il.m 11r -11.1 NnJyr^Pblwrt, ITrcs.rlell Pln\rnFnlon n"wmJNl Fl Bln:krlg n5111 to lDp flfe(1'.rvrmyll I ttl a n. lino nL.Igv�Ocun liu"nvlN! IIEJ b.nJlrra lrmi¢ILrn.mrlNi - bwi pOY 4XFTT HAG "d ,.,.T.bl.] m.�ra w..usn[wnrr.. fEpJAG 41WATllµv'G Oamu. wemr.m - WAr,"EITHING frel. 11 r..`TAI r, ,nTM,.i ..d oa.id I Illr.pnnal T11 i1reN Azvrn,rr RsbsATXAc I,ll -.S lrN µ nil BF.N�Grn!n- 1 10 da d I PERSCRPTIVE PACKAGE CONTENTS DESIGN LIMITATIONS NAILING SCHEDULE FFF2 FOUNDATION NOTES SILL PLATE CONNECTION REQUIREMENTS WALL IJP -LIFT CONNECTION REQUIREMENTS CORNER STUD DETAIL STRAP TIE DOUN SPECIFICATIONS STRAP THE DOIW DETAILS P4 FLOOR NOTES FLOOR JOIST SPAN TABLES JOIST 2400 SPAN TABLE PS FLOOR FRAMING BLOCKING DETAILS PS EXTERIOR WALL NOTES SMEAR WALL SEGMENT DETAIL END WALL SHEATHING TABLE SIDE WALL SNEATMING TABLE P1 HEADER SPAN TABLES HEADER CONNECTION TABLE WINDOW SILL CONNECTION TABLE PS MAX STUD LENGTH TABLE COIL STRAPPING SPECIFICATION WALL SHEATHING TABLES TOP PLATE SPLICE CHART P9 CEILIN31R00F NOTES RIDGE STRAPPING TABLE CEILING JOIST SPAN TABLE ROOF TRUSS CQNECTION TABLE PC ROOF OVERMAN. SMTG. DETAIL ROOF SHEATHING REQUIREMENT TABLES GABLE WALL BRACING TABLE M nooren a IIE nYA'91T 6 IW [YLM' RNB! KMfRnY! nrorlaEVMr vcwurp wem Fr Gru Arrar4ea m rarenN l4� rt p pgry 1pMrtr®b IM® roTN NfMLBCEll4Lr b n( T4pr1e11W1 n elm+c s aM®ae neNam a.au®ro.o M rlror C W d: [Y1t16 M. W\Il PP •.GNI! n6FR. nE rYNIBI@IMr Nnr rE Nearnm N YC{F q1 N MIN 100116ULR1® KM N11BTiN 11E M6'E MIB.® YIICN TE E#IBIB) MnB19RWJ1 6 BM WDN50t6T! K HOP BT: DATE: 5 PRESCRIPTIVE DESIGN NOTES: FOUNDATION I. SILL PLATE TO FOUNDATION (UPLIFT) PER TABLE 32 P.III 2. SILL PLATE TO FOUNDATION RESISTING (LATERAL AND SHEAR) PER TABLE 32A P.112 3. SILL PLATE ANCHORAGE DETAILS PER FIGS. 31A OR 3.15 P.158 NOTE: WHEN STEEL STRAP LAPPED UNDER SILL PLATE 15 SPEC'D, 3" SQUARE WASHERS ON ANCHOR BOLTS AND SPACING SHALL NOT EXCEED REQUIREMENTS IN TABLE 325 P.112 4. STEEL STRAPS TO BE MIN. 11/4 X 20 GA AND NAILED TO STUDS PER TABLE 3.35 P.115 (4) 8D NAILS (EACH END) 5. STEEL STRAP MIN. EMBEDMENT: l" CONCRETE FOUNDATION WALLS 15" MASONRY FOUNDATION WALLS PER 3223. P.101 6. CORNER HOLDDOWNS LOADS PER TABLE 3AP P.132 USING A SIMILAR ANCHOR LIKE (SIMPSON 5THD14RJ) CAPABLE OF LOADS CALLED OUT ON SHEET NUMBER 3'S. Table 3.30 Uplift Strap Connection Requirements (Roof -to -Wall, Wall -to -Wall, and Wall -to -Foundation) (Prescriptive Alternative to Table 3.3) Table 3.2 Sill or Bottom Plate to Foundation Connection Requirements Fastest Mile Wind Speed (mph) 90 IW 110120 Cnnnwoon Nu in Roo(Span U L 5 ll L S U L S U I L S Ar of (hl 2 Stones Required Capacny of Conneuapn IIIbs/fi)" FIT, 1Plae on 3 12 50 • 402 92 " 402 139 ` 402 190 3 402 Foundanon 16 77 4 5 129 36 196 4 5 250 1^ 2 1 20 103 16 165 3 4 234 6 20 24 310 4 4 4 5 (crawl Space or 24 130 4 6 202 MI 282 E5 6 370 36 Basemen" 5 28 157 1_' 239 3 4 330 16 430 4 4 5 32 184 4 5 '76 192 24 378 5 6 490 28 48 36 211 32 313 6 7 426 36 550 6 8 20 58 4 681 128 681 206 1681 291 681 4 2 24 89 24 24 170 6 260 23 358 8 28 n9 211 36 314 8 4'-6 "Tabulated uphit requirement astatine a nw17ce1Inlg dead loud of III psf(2/3 x 15 pst) II a celbng ascem bey ms nm prcsenl oaf 0e ecdmg 2.veen til, Is nut connected ¢I the root asvanbly-the labulwnl number of mads shall he Increased by I nal m each end Athc strap For each 5 psfincrease In airamnral mof/adm_g dead Ined. the lubori 32 149 .hall be permuted to be educed by I nail at each end of the strap for each hill wall 1 253 368 I 493 36 179 294 422 561 8 RI 14 " 960 183 230 960 297960 3571 422 491 9W 6 1] 48 276 417 1 572 Wall Bmmm Plate I2 50 143 421' 92 176 4211 139 213 421' 1 254 421' to Foundation 16 77 129 1862511 I 20 103 165 234 310 ,Slab I. Grade) 24 130 202 282 370 2R 157 239 3311 430 184 276 378 490 36 211 313 426 550 24 5S 143 421' 128 176 421 20f, 213 421' 291 X54 421' 2 28 89 170 260 358 32 119 211 314 426 36 149 253 368 493 179 294 422 561 28 51 143 421' 183 176 421' 297 213 421' 422 254 421' 3 32 I I L30 I I 57 I 16 148 '276 414 I ST It C, mseen pl ft load L Connector (acral load(,er,rd.rula to:he wall) S - Cunueamr, shear lout 1paallei to the wall) ' Anchuragc ri,,o ed to ream lalerai load, hall be derermmedm the foundation design per Sreoon 1 1 4 Tabulated uplift requirements assume o Inofue0mg dead load of 10 p,f (2/3 x 15 pe0 ` Tabulated uplift and Lined amnecuo" reyluremema shall be permnred to be mulopLN by 070 and 0 85, rcspemmely. 6,r fmmmg no, IecueJ un6... 8 feu of badda, comer, ' Floiword charc",a,a,regmremems allunte a wall shun capacity of 421plf(wellssheathed with 7.'16' structural sheathing attached web 4d nail, sp W 6' or serer edges and 1'-- at aroarred,aa, supports) For other wall shoar capac t es the requ red .,hear of oho I shot to on, o ..cd Table 3.30 Uplift Strap Connection Requirements (Roof -to -Wall, Wall -to -Wall, and Wall -to -Foundation) (Prescriptive Alternative to Table 3.3) Table 3.2A Sill or Bottom Plate to Foundation Anchor Bolt Connections Fastest Mile Word+peed Ion ph) 91)If10 I10 120 Frame ng Span nc RnofSpan Numbcrof 8d Common Nails m Fath Un I Ih I Endo1 1-1/4" x 20 gage Sman' n .Way 2 2 2 3 3 Ar 161 2 4 20 III 0.n m 111.1 1. FuaaII,,n 3 3 4 12 24 2 3 4 5 w 28 3 3 4 32 3 4 5 6 36 3 4 5 7 1^ 2 4 16 2 3 4 5 6 20 24 3 3 4 4 4 5 5 6 28 3 4 6 7 MI 4 E5 6 8 36 4 5 7 1_' 2 3 4 5 16 4 4 5 20 3 4 5 6 192 24 4 5 6 7 28 48 32 4 6 7 36 5 6 8 '_ 3 4 5 6 6 3 4 7 20 4 5 6 b 24 24 4 6 23 5 8 32 36 6 8 "Tabulated uphit requirement astatine a nw17ce1Inlg dead loud of III psf(2/3 x 15 pst) II a celbng ascem bey ms nm prcsenl oaf 0e ecdmg 2.veen til, Is nut connected ¢I the root asvanbly-the labulwnl number of mads shall he Increased by I nal m each end Athc strap For each 5 psfincrease In airamnral mof/adm_g dead Ined. the lubori number of nails shall be permitted lobe reduced by I nail ' For svu l-tro, rll and walbto-ommiltllon c ..... . mon, the mhuluted number of nails .hall be permuted to be educed by I nail at each end of the strap for each hill wall eh.>we Table 3.2A Sill or Bottom Plate to Foundation Anchor Bolt Connections Resisting Lateral & Shear Loads (Proscriptive Alternative to Table 3.2) ..11111a, 91,1 I% 5."' 1w, -1 17 .n.1m .n�1w II I'_u O IBJ - r..Vl n .Way 1.ars a." el A E rtr..11 c rvs.m. F„rM e Ld ms's, 1 sn :. sit Plm'wPoun4aimr ISuvr Ar rb 7: 0 III 0.n m 111.1 1. FuaaII,,n .n.n,ni ,raJe'. 1-1 1, o,11111 I­,l.aero' In -1 gill tr Juln —1 rvu.1, w I . .. .d., I 'N!P'1]• 181111 TE 1rN'.91e6 BN Npe lTliaX KMflMYl1 IMRT.111Y NgY1tlICe•9® T 4L.MRYJa.! YBfanG11 LYa n e else 7saarti torso tcTal MepI 6 mat Samuel0ME0, he0 f?ontw nal n Xxm io IoacFl9) rx OaMaD Oi. e111®M �p X NYML oRliaf4aXD1e MTIrMn nein.lrE fnaBlareT ea" e! caame NYpE rA M •IIII W OIIBa CR.I® kw anal nut nE lIIR! NIBC® unman nE onalem wrrao•aXreeta( Ci Li ORpe Mea! K NOP BY: DATE: T rn Ln iv � x N �as Q W z 5t .$ re V wq in s c yony))"' N f Ohm Q w t3 M CIS °o MODEL: Custom 2-5tory DRAWING: PRESCRIPTIVE NDTES MD DETAILS SHEET: F-2 Table 3.16 Type 11 Wall Systems (Full -Height Sheathing Length Adjustments) Example at type X Slasamea8 with 3 MI MW4 SMathed Seemmts YP'CAL CORNER CONNECTION I 51MPvON 5RJDIARJ OR SrCIL4R It nrT A HOLD DOWN CAFi l OF 5B� F'O.A:D5 (SEE ^ Au1FACTIJRE 61YC'5) II ' J— b6� II: ski L_ - J Aroaor Bolt, WaII H khl Required Noltldown Capa ST 5850 1 3375 9 6580 2 3800 10 7300 4225 Maim um Umcstramed0 enin Hc' hl Window Height Door Height Si W,II al H>; HR 2}1(3 SI Ilfi H 9ottom Pl,le 8' Wall Bo —Pere 9' Wall RnsMr BWI Ill W311 Atch"'Boll Pen:em F.11-Hv,lb, leer ]Ri]I Shcnbinge, Type 11 length lticrtasc Failor'-' Type 1 Well floor loisf 25?b (inches) I.bO 1.62 2.(q50% Bill%ale 71'WX1.33 1.?0 1.33 1.43 Lin75$- Inner I N LW 1,(NI 1.14 I,W 1.18 I'W 120 I.W Full -height sheathing lengths in Tab 14 3.; to w Table. 3.I SN me to be mekipbcd In, the tabu sanxi type 11 lc,th increase feaprs to deteralme the ruythed sheahing ful for Type 11 walk. ' INerpnlmilul aftahnbred values ix pamiliM. Example at type X Slasamea8 with 3 MI MW4 SMathed Seemmts YP'CAL CORNER CONNECTION I 51MPvON 5RJDIARJ OR SrCIL4R It nrT A HOLD DOWN CAFi l OF 5B� F'O.A:D5 (SEE ^ Au1FACTIJRE 61YC'5) II ' J— b6� II: ski L_ - J Aroaor Bolt, WaII H khl Required Noltldown Capa ST 5850 1 3375 9 6580 2 3800 10 7300 4225 wall 3 of TAR[ F 1 - I STHn/STHn FMRFnnFn RTRAP TI9st3,4q7,e Wall stu4 STRAP Si W,II al 9ottom Pl,le Bo —Pere RnsMr BWI MODEL NO. Atch"'Boll LENGTH leer ]Ri]I -eee J3 c7 a 3.2.2.31 floor loisf Floor tall, (inches) All plate STANDARD/RIM Bill%ale Rim feel sl ap NAILS .tell .Leo emeE xi sill a.,. to. 123.J eee 33331 wall 3 of TAR[ F 1 - I STHn/STHn FMRFnnFn RTRAP TI9st3,4q7,e For 51 1 Inch = 25 4 mm. 1 pound - 4 45 tJ, I per - 6 89 We 1 'RJ" after the model indicates STHD s for rim joist applications.s9 STHDBRJ 2 STHD I4RJ racwres 30-16d sinkers. vnth the le load of 49601IdS 3 iOtl commons may be usetl wiP no IoaO retluclien 4 The STH014 and STH010 are permitted to be installed in concrete footings that have a maximum 4 -inch -thick. heopour concrete slab under the following conditions a) the allowable seeds for the STVIDI4 mstalled under the conditions noted is the I.e. are equal to the tabulated allowable bads IT, the STHD10. Ycepi when the STHD14 is installed with 112 -inch edge distance in 2.000 pst minimum concrete, the alicwable load is 3 235 Instime allowable load for the STHD,O instened naP. 1/2 -inch edge d5lance in 2,OW psi mimmum concrete is 2,035 the 5 Allowable loads Include a 113 increase and no further increases are permuted 6 Mimmam concrete thickness is Ic - 1112 mches ] Rebar is located at to ] , Inch 8 Use of these connectors is fm4ed to lumber Thal has not been treated -in firecement chemicals .3- Haelown n is Gm s L g IMIH (61P LLN51M J EMBEDMENT tIN[rf Ji 114 H, Typical STHD Edge STHD ine I xlluv Installation I e '.ree �IT .. } � [n n LFGTll ■ \. o nL' Typical STHD14RJ Rim Joist Installation Wa115t'tl awn Sued incMr xallcer" Bettmm Plate Bar,—Plate Sill Plate W'aMees xs reyulrM Mahv Balt — 3 ll 1 1 Iso 31.37) - �331.]632.2.3) ibv )Dial flod 1iM51 5111%ate Sill Pete xtat stray steel Strap so,ad under sn1 plate 1 m 322.31 lace 92231 ,Figure 3.1b Sill plate anchorage to masonry foundation wall t 1 Typical STHD Corner Installation with 3-2x 11 vre oLorert a na rruyeLlr a xx euoxe erase rc 310 canes IATEIIxf MlQYlglnp.Hm T .111 .pr{YML W rTl4n 1116 n aeon nar+n®ro Lair® rO ttV xfMllgWLr ro TE mgnm w1 n •Iw 10 s IxW®oa 13acerpa.4.am ro Ag xltAan oxrBe. eaoln term rlrda Prro 11aBaa. na ralem taT oeaa® x llaae w x Iwo roweesael® fp1g1a31111a1BF r1llwF NRL® xngR nE F#xfll®amBlr6xealM 6 eLLDae TaRre K STRAP ALLOWABLE LOADS ounds)d MODEL NO. MIN. LENGTH (L) EDGE DISTANCE (inches) STANDARD/RIM STEM Rim le NAILS WALL Std. (m.) /e 1/T' 11/2" le 1!2" JOIST (in.) Model Joist Model 2000 psi Concrete 2500 psi Concrete 3000 psi Concrete LSTHD8/LSTHWRJ 6 21 518 35 118 8 24-16d sinker 1695 1695 1 1695 1825 1825 1825 1950 1950 19M STHDWSTHD8R4 6 21518 35118 6 24-16tl sinker 1]60 2050 2345 1950 2210 2385 2135 2370 2425 STHDIWSTHDIORI 6 23 v8 36 5'B +0 28-1&, sinker 2035 25]5 3185 2610 2880 3185 3185 3185 3155 STHDI415TH014RJ 6 31518 39515 14 38460 sinker 3235 4220 4805 WOO 4295 4805 4365 4365 4805 I.STHDWLSTHDBRJ 8 21518 35118 8 24IWsinker 1695 16% 1695 1825 1825 2335 1950 1950 2975 STHOWSTHDBRJ 8 2, 518 35118 8 24 -no sinker 23]0 2370 3195 23]0 23]0 3195 23]0 23]0 3195 STH010/STHDIORJ 8 23118 36518 10 28t6d simer 2745 2745 3125 2990 29% 3725 3230 3230 3]25 STHD14/STHD14RJ 6 3t 5/8 39518 14 3&164 sinker 3885 4430 5785 4160 44W 5785 4430 3430 5765 For 51 1 Inch = 25 4 mm. 1 pound - 4 45 tJ, I per - 6 89 We 1 'RJ" after the model indicates STHD s for rim joist applications.s9 STHDBRJ 2 STHD I4RJ racwres 30-16d sinkers. vnth the le load of 49601IdS 3 iOtl commons may be usetl wiP no IoaO retluclien 4 The STH014 and STH010 are permitted to be installed in concrete footings that have a maximum 4 -inch -thick. heopour concrete slab under the following conditions a) the allowable seeds for the STVIDI4 mstalled under the conditions noted is the I.e. are equal to the tabulated allowable bads IT, the STHD10. Ycepi when the STHD14 is installed with 112 -inch edge distance in 2.000 pst minimum concrete, the alicwable load is 3 235 Instime allowable load for the STHD,O instened naP. 1/2 -inch edge d5lance in 2,OW psi mimmum concrete is 2,035 the 5 Allowable loads Include a 113 increase and no further increases are permuted 6 Mimmam concrete thickness is Ic - 1112 mches ] Rebar is located at to ] , Inch 8 Use of these connectors is fm4ed to lumber Thal has not been treated -in firecement chemicals .3- Haelown n is Gm s L g IMIH (61P LLN51M J EMBEDMENT tIN[rf Ji 114 H, Typical STHD Edge STHD ine I xlluv Installation I e '.ree �IT .. } � [n n LFGTll ■ \. o nL' Typical STHD14RJ Rim Joist Installation Wa115t'tl awn Sued incMr xallcer" Bettmm Plate Bar,—Plate Sill Plate W'aMees xs reyulrM Mahv Balt — 3 ll 1 1 Iso 31.37) - �331.]632.2.3) ibv )Dial flod 1iM51 5111%ate Sill Pete xtat stray steel Strap so,ad under sn1 plate 1 m 322.31 lace 92231 ,Figure 3.1b Sill plate anchorage to masonry foundation wall t 1 Typical STHD Corner Installation with 3-2x 11 vre oLorert a na rruyeLlr a xx euoxe erase rc 310 canes IATEIIxf MlQYlglnp.Hm T .111 .pr{YML W rTl4n 1116 n aeon nar+n®ro Lair® rO ttV xfMllgWLr ro TE mgnm w1 n •Iw 10 s IxW®oa 13acerpa.4.am ro Ag xltAan oxrBe. eaoln term rlrda Prro 11aBaa. na ralem taT oeaa® x llaae w x Iwo roweesael® fp1g1a31111a1BF r1llwF NRL® xngR nE F#xfll®amBlr6xealM 6 eLLDae TaRre K PRESCRIPTIVE DE51GN NOTES: FLOORS I. FRAMING MEMBER SPAN 2x10x11'-b" ALL MODULES --- SPAN MEETS TABLE 3.11A AND TABLE 3J1B P.133 AND PJ34 2. MAX. SPM! FOR JOIST 2000 9 3/8" DEPTH AT Ib" O.C/40 PSF LIVE AND 15 PSF DEAD : I5'-9' MAX CLEAR SPAN EXCEEDS REQUIREMENT PER TABLE 3.18 P.135 3. FLOOR JOIST SPACING AT Ib" OL. 4. ALL FLOOR FRAMMG NAILING PER TABLE 3.1 P.110 5. NOTCHING AND BORING OF JOISTS PER SECTION 33JJJ P.102 b. JOIST BEARING PER SECTION 33.11 (MINI 11/2" BEARING OR JOIST HANGERS) 1. SOLID BLOCK BRIDGING PER SECTION 33.1.4 P.102 (2x10 BRIDGING STANDARD NAILED (3) Ibd EACH SIDE) S. FLOOR SHEATHING 23/32' OSB TIG W/JOIST AT Ib' OL. (EXCEEDS MAX SPAN PER TABLE 3.12 P.125) 4 FLOOR DIAPHRAGM BRACING PER SECTION 335 P.103 (2x10 BLOCKING AT MAX 4'OLJFIRST TWO BAYS NAILED PER TABLE 3.1 P.IIO AND FIG3.6b P.165) 10. FLOOR 514EATHNG NAILED PER TABLE 3.1 PAO - SECTION 31.43 P.101 (MIN. 8d NAILS: b' EDGEA2' FIELD) II. FLOOR FRAMING OPENINGS (EX STAIRWELL FRAMING) PER SECTION 3311 P.103 (STD. FRAMING EXCEEDS REQUIREMENTS) 12. SOLID BLOCK TO SUPPORT NON -LOAD BEARING WALLS PER SECTION 33.155 P.103 AND FIG. 3.4c P.163 13. FLOOR JOISTS SUPPORTING CONCENTRATED LOADS MUST BE DOUBLED PER SECTION 33.153 P.103 AND FIG. 3.4d USED UNDER THE 2nd FLOOR BATHROOM AREAS Open Joist 2000® Span Charts 9 11/4" Depth Maximum Live Load Deflection - L/360 d L/460, 11/2" Minimum Bearing Each End Chord" Chord Loading 12"O.C. 16"O. C. 192' O.C. 24"O. C. Size Grade Live Dead U360 L(480 L/360 L1480 0360 _1480 L/360 U480 3 x 2 #2 40PSF 15 PSF 15'-9" 15'-9' 15'-9" 14'-11" 15' 6" 14'-0"- 14%3" 12 10" 4 x 2 N1SR 2mo 40PSF 15PSF 19'-9" 19'-5" 1914" 17'-3" 17'-11" 16'-6" 16'-11" -- 3 x 2 k2 50 PSF 15PSF 15-9" 15'-3" 15-3" 13'-9" 14'-3" 12'-10- 13'-2" 11'-11" 4 x 2 NISR 21CO 50PSF 15PSF 19'-0" 17'-11" 17'-11" 16'-4" 16'-11" -- -- -- 3 x 2 42 100 PSF 15PSF 13'-9-" 11'-11' 1 11'-11" 10'-8" 11'-1" 9'-11" 8 INFORMATION FROM TABLE 3.17A page 133 Residential sleeping area live load = 30psf L/360 2 x 10 S.P.F. #2 16 in. O.C. joist spacing Dead Load = 10 psf Dead Load = 20 psf 2 x 8 2x10 2x12 2x8 I 2x10 2x12 Maximum Floor Joist Spans 13'-6" 17'-2" 1 19'-11" 1 12'-7" 1 15'-5" 17'-10" INFORMATION FROM TABLE 3.17B page 134 Residential living areas live load = 40psf L/360 2 x 10 S.P.F. #2 16 in. O.C. joist spacing Dead Load = 10 psf Dead Load = 20 psf 2x8 2x10 1 2x12 2x8 I 2x10 2x12 Maximum Floor Joist Spans 12'-3" 15'-511 1 17'-10111 11'-611 1 14'-1" 16'-3" rtxrwoeert s nr rwnaer a IIM lllD16 !T!T! K YD CMfMb nawEirr naauwicws®m ri rnc�eem rorwnn us rtemarxuran®�o room rom xraam¢fern ro nr taonmrwr rt •rw ro s ra® m owt®a.ae� ro xo wnaaia cawner.nw r+.wmoxrres Hera. na rnrtrna rur rnr e: oraae® x wrxe a wwe ro arewar u® ratonanw nr nwroe[ meom urian LE oar6® Barrer reaMlM 6 aN bLONS MBa K Stud Subliming Supports located beneath non-loadbearing partition Figure 3.4c Blocking under a non- loadbearing wall ENDWALL BLOCKINI Figure 3.6b Floor bracing endwall Stud Joist Figure 3.4d Double joist under a bathtub SHOP BY: Table 3.15A Type 1 Endwall Sheathing Length Requirements Table 3.1513 Type i Sidewall Sheathing Length Requirements DATE: PRESCRIPTIVE DESIGN NOTES: WALLS I. 30" MIN. END WALL FULL HIT. SNTG. LENGTH PER SHEAR WALL SEGMENT ASPECT RATIO LIMITS FK,. L5 P. 6 2.30"1 SIDEWALL FULL NT. SHTG. LENIGTH PER SHEAR WALL —� SEGMENT ASPECT RATIO LIMITS FIG. 15 P. 6 3. MATE WALLS WILL BE CONSTRUCTED AND FASTENED PER is EXTERIOR WALL �• �� .. FASTENNG (Win 514TG. 6'/DW T-10') 4. CORNER STUD HOLD-DOWN DETAIL: (3) STUDS WIBLOCKING PER FIG. 3.1B P. 166 1 (P-5) WITH SIMFSON STYLE ANCHOR (P-3) i m x ' p- 5. 5. ALL EXTERIOR WALLS TO BE 514EAR WALLS PER 3.4 41 P.105 �` �✓ m a d a MM.1)I6'OSB SHTG. W18D NAILS 6' O.C. EDGESA2" O.C. u m FIELD PER TABLE 35 A AND B, TABLE 3.9 MIN. IR' GYPSUM WALL BOARD USCI COOLER NAILS Fase<t Mile W hn spwa (mph) 1" O.C. EDGES/10" O.G. FIELD PER TABLE 3.1 P. 110 90 1uo Ito Ito o 6. DBL. 2X6 BLOCKING AT 48' OL. AFF. ALL EXTERIOR Femme« Edge Nail spacing mi 1 �n WALLS TO MAINTAIN EDGE FASTENING OF GYPSUM WALL BOARD 6 , e , 6 ? F7T-, 'n 1. MAXIMUN STUD LENGHIT5 FOR FULL SHEATHED EXTERIOR Bme,ng W,u a"Mang sni—all mmmm. Lcn1ll,.(Fau HmgN Shcamin< AND MATE WALLS PER TABLE 3.158 P. 131 uenealn Lengm, L m 1 9n Barmlw End.:dl. w rn r 8. TOP PLATE MNIMUM SPLICE LENGTH 4' m PER TABLE 320 P. 135 n s 5 s s s s 6 9 3 END WALL NON. LOAD BEARING HEADERS AND SILLS 20 s s 5 _ 5 5 PER TABLE 3216 P. 146 1 TABLE 311 •F P. 145 -4 s s s (', s 6 10. IST FLOOR SIDEWALL LOAD BEARING HEADERo R�,.f& Ccdrng 32 - 5 1 6 1 J 1 m PER TABLE 311- P. 142 1 TABLE 32F P. 145 36 5 s e s - 1 g 3 rn 6 q 0 11.2ND FLOOR SIDEWALL LOAD BEARING HEADERS 50 J 5 8 12 J w a PER TABLE 321A P.140 in v % Ii i> R ih v w S p v 12. HEADER CONNECTION REQUIREMENTS PER TABLE 35 P. 118 90 In 6 12 ] I5 9 18 10 13. WINDOW SILL CONNECTION REQIREMENTS 2u x 1a 6 12 IJ R a r PER TABLE 3b P. 119 v m n 1z ] 15 y n 1m a m m }R 12 J 14 8 I] IU 20 12 �, �, Z U N 16 9 19 II 23 13 O Roof Ceding. ifi 39 15 9 9 iR II __ i? 26 IS S I Flmr 4o I6 10 11 Ii 14 I4 28 IJ 50 211 12 _'5 15 31 is 36 11 yr fill 24 14 ?II 17 ifi 21 42 25 e 70 2N 12 34 2n 42 - FI 29 RO 0 U 80 32 19 39 2 4R '< 16 33 — y S K 26 IN 19 11 24 I] >A 34 211 y S J 32 23 - 13 ':2 16 12 19 38 'i md'i r ?6 >� 14 lU I8 r] ^I 43 25 NcaL Ca'Jmg. JO 3B 2] I6 3�.3 19 JI '_4 J% 1R �d &2lloon 50 34 '_G il> >4 it 29 60 3ir ���lllfff 60 41 24 50 ^_9 61 35 22 41 S 70 4R 18 58 34 71 41 84 49 m 80 54 31 66 ifi 81 47 95 55 mr �y N h , : Tabulated shz:.m nP - lean mofnaaM1 of 33 (eef Formean mut beignhof 15 feetUr W L YY Ine tl Ihlted valuenenull be pmm ncdm bzmulbq rtl b, (I BU z N 'Tab I at d h-a n x lmgm, t rchased un R snit M1m C31It Cor IU e'all nc e]tt rhe mhr IaN v; hitt shvIIhc hpbedh, 12> N x 8 AND 9 CEILING NEIGNT ; %r I'� 8' C_G =96 : 3 X12 . 214" (MIN.) LENGNT 9' SLG -108=3 112 c 30.9 (111N.) LENGTaT i // aIdn u�� �mr > / j% ,,,,•.w-tel ..r 3 a E r � 02 080-1 OF NE1,,� iNL m b N/L<9y mwomgert enEf�e�rrff MODEL: % � IN YDW RMT/KID !411/1! ILI Custom 2-Story n s®s+elernm ro Raum romeCawecE cern ro,l[ LWEET E aeteeaerne r'nuN.a FMlI! AILSFigure 1.5 Shearwall segment aspect ratio limits ne ret. ewem u, net �araaem% moan nE E�1e91® etnal revuelol Fustesl Mile W mdspeei (mph) 90 Ino uo ¢o Pmmea Fdgc Fal Spamne Im ) 6 3 6 3 6 3 6 3 Aracmg wall tluJang ErWwWi Mmmum Emglnui Full HngM1 .Shralhl� Bmrath Icngih W ffi 1 on BudJr� Sid:vwli. L (hF' 12 5 S 5 5 5 5 5 5 16 5 5 5 > 5 6 5 6 5 ] 5 z4 s s 6 s > s n s Rnnfk Ceiling 2N 5 5 ] $ 8 5 9 6 32 fi 3 J 5 9 5 II li 36 J 5 d 5 Ifi 6 12 ] d(I tl $ 9 5 II ] 1, R 50 10 6 12 J IJ 8 I] 10 Po II ] IJ R ifi 10 20 it ]U li R 16 10 1A 11 i 14 80 15 9 18 11 i1 13 -6 6 >_n a s ro 6 u ] u a za 1a 6 12 J IJ s n m 0 8 II ] 13 8 I6 IU i9 II 13 ] 15 4 IB II _2 IJ Runt C'.1 36 J6 la 3 I] IU 21 12 25 11 i 1 Flror YO Ifi 9 19 II '3 13 - Ifi 50 10 li 24 IJ 29 I] 35 20 W H la 26 16 W 20 41 23 JU 2] Ifi ?J 20 J11 2d dR 28 Hll 31 IR 3] 22 46 16 5_ ?2 R V 10 2p Iz 25 IJ 29 li 19 II 13 13 2A I5 ,3 19 ifi 21 12 [16 IS BI IB 3R 12 Rwd.Culme 40 N IJ IJ _5 20 42 _4 K2 Hoon i0 :0 35 I] 21 214J2iNI ii> 111 62Jo4161 3s]342Rn 4] ?3 69 m Tahula cJ J h rig I gib cauma einem nrof hmgM of ,1 fm F9rmcat mof hmghm of IS Irl nr les, metahul-eJ I hall bepmn ualm Mml plral M1yU BU -TanulvmJJ Irc.l •IMwchaadan8 scall lc�n FslO wall lw gnu. mcmhula¢I rWce. shall he m Ivpl ai M1v I _i Table 3.216 Header Spans for Exterior Loadbearing Walls (Supporting a Roof, Ceiling and One Center -Bearing Floor) BniwinP wme rn.) 211 28 i6 Maaimmn NammlGlmm9pm Wr(.vnmm L.nna 9pecei aoeR irtd MunMoflad 5uW 4_13) NeaMrSrppamnP Sve 1R1v1 NI tflinl !tl (firvl M Rmf, Caa,tl 2-1x4 3.1 DW 1 P.,. F;_uu 2226 LP I 42 3-9 fCcn¢r Bcuiofi 2ti 6.11 2 5.3 2211 Z-3 2 6-3 2Zx 2 / 2 -IE FS 1 0. 2 b8 3 "5 / 3 i-4 1 6.3 2 SII 1 3.2x1 -] 2 9-I 2 2 ]4_212W 10 i -] 2 9 9 3 9 2 4211 5.1 1 1.5 1 610io 2 4.1.10 124 I 9.3 2 3-c 1 _ 4Al2 113 2 ILLY 1 9 P 3 5- Mae- Spm fnr(il,ndl. a,JexreL N IKF& 3x 5'5W 63 I 6.P2 5-3 2 Sa 681, t-9 2 :-2 2 61 1 3x 0.231 R4 Yl 2 2-10 2 319.625 lo -u 0 lo -0 1 9 2 3 3.1 1.0o) ID5 Z tl-5 3 lo -e 3 3'112315 ILO 1 11-10 3 11-9 3 1.11 .1511 1}1 3 14] Z 13 1 3 .1, , 11 1 3 150 J 14-5 1.16.-W IRB 3 12-1 1 15-Y 347"1 T3 3 I8-6 4 110 4 1.11% 21-9 3 A0 4 IP -4 5 3.'0.6]5 234 4 EI.S 4 19-8 5 3222. W] ?1.11 4 22.105 2111 5 3.21315 1b 5 4 143 5 n-1 5 3x14150 21.0 4 2S P 1 5 131 1 6 5 S_H.0 14 1 69 1 bi 1 526115 1 1 M.5 1 1.11 E 5. It. l 10.2 3 9.P 519.625 12-11 Z II -10 2 111 5111.O.0 149 3 }6 1 120 5:12315 161 IS -3 2 I4 -i 5x31.150 1R5 2 16]1 IS9 3 5:15.125 m32 11-7 2 1Y 3 5x1654) R 1 2 ID ] ILII 3 5.11.115 240 2 22-0 3 W_6 3 Sx 19.2)5 210 1 Z3 3 231 3 5220.6'15 27 9 3 25-4 3 U 8 4 51211)5 Ari 3 11-1 ] 253 1 522].115 ]l.2 3 1&9 4 2340 5x3Uf0 331 3 325 4 78-5 4 V Numb ofjak Suri rtquirte x exP and X'Me IPe MmCer nfrtpiraljuR ems'dw 1.beaav M; melhpemNrca lY Ee euFpanea bya6anirg ercPw .1=nmmam wl.ne.m,.all nua. 1.mlm,e 12.,42 1.4z am. al,Pln r.tam, x.m 1' L' .9puvineFhlumbcYu - fMulw.a_Jue _7. uume 241 V)¢enbilaWv IYIm. Full 1 Stud EADER AND SILL FASTENING b!bd END NA, ED PER 7x10 LEADER (3-7.110 LEADER515LPPL'.cD (18) So NAILS'OTAL x 69' PER LATERIAL END GRAN TOTAL OF 1607' SUPPLIED 044 REQUIRED PER TABLE 35 (4) I6d END NAILED TNRI JACK STLT3 TO SILL (33 166 NAILED TOW SILL NTO CRIPPLER (1) I6d NAILS TOTAL . 86' PER 1 ATERIAL END GRAIN TOTAL OF 623' SUPPLIED 576 REQIIRED PER TABLE ? Bottom Studs and headers Double Top Plate Double Header Stud, openings Table 3.21D Header Spans for Exterior Loadbearing Wails (Supporting a Roof, Coiling and Two Center -Bearing Floors) Xul,R WN W 21, ry6 M.umum NemcrCn'tla Spam b.Jevrtml I fJ. peS. apaR uiM N,mHrvflad 3rvN M1] IleaMaSYPNdnB 3¢ oiw .W wo XI I (Pin) I .W 0.wf. [a1uP2221 LP t 14 1 2.1 1 ua Twe a zL6 MI 2 r5 2 3.1 Kana RwinPl L.11P 4.13 2 4-4 1 311 2 /� Z -2e10 60 2 5 3 2 .9 3 / \ 31213 2-0 2 5-1 3 43.6 3 l J..'8t�2 E 5-0 2 10 2 S2tl0 1.6 2 b2 2 1d1 2 I'II��IIITJJIIII 3-1.12 3�9 2 f.a 2 bll 3 "1" 2-I 1 63 2 5-R 1 1.2210 6-8 2 ?-R E bLO E 13x12 ILLI 2 Bio SO for01 PHemo-,namnMSP 6f QeM Ll W BeamY J.SYu 5.6 1 49 2 1 4-2 1. 115 b10 2 60 2 5.2 2 1 31 8.2 3 2 62 '.9 Y. .13 1-] 31113)5 101 1 1 3 3 3 10 9 4 h13315 12-4 3 10.9 3 9-4 3 3.13.1 13.q 12-0 4 1114 1 3115.11525 IRO 4 13.2 4 ]LL 4 111 M1SW 16.5 4144 4 1E-5 4 311?.P i5}9 4 IS -1 5 155 5 32192)5 142 1 1 ' 14-6 5 3.20625 206 5 1.-0 5 It 1 5 3x21000 2F9 5 IY2 6 Ib] 6 3,23.315 2Y0 5 20.3 6 11-1 6 3.24150 24-2 5 21-4 6 Ib: 1 6 515.Y0 3.1 I 1 5-] L aen &11 1.P z 6n 1 5x1250 9-Y 3 1'11 L9_C5 11-4 2 125 2 9-9 2 3211000 13,p 2 11AI 2 II -1 3 5.12.3:3 141 23-3 1 3 S.I1150 4413 2 1410 ] 131 f1 3 5x15.123 11-10 3 16.4 1 15-3 3 5.tfiM IY6 3 I2i0 3 166 4 sail 315 21-1 3 19-4 4 11-11 4 5.1925A1 229 3 T10 4 19 E 5.22625 244 3 YL4 4 11.5 4 512200) 260 4 23-9 4 21-1 5 5x23315 E3-7 4 15.3 4 22to5 5,247511 Jot 4 Eb 1 5 20.1 w-NYmm'rJwk. t, ml.;maX..n ma. wen. a.mmem 1n I It.1.y1,i. vW e9w41. e hadx ePtl16c1emuu,J w1e rvppmW by a J,_', Z. o- 2419 u, n¢ 6J1btlpP1 w41 mm. Ttl.d -J W,. ewmen Gmeu 0. Fulva, 11-1, 5w c P.1v.0 SpumPin Fie Iw,llor. ' TWu Wv'J rtluu crvmc24P-Yl �6i,u;nn BlYlan. I Sill Plate 3.6 iaN. i..:8p rM.Mrp.an. 1Wrmb31.. Wp1e.dM.rYr W.n..nd Wlvlap SIII PI.Y r..n. R..o mg WYd l..d. wmdnw ala 90 µYl 110 Ian Span IIfJ Rapriretl Ldwl Cap6airy .rc t �mnm . ij E fi Eed oP Wndou ]111 NPIe qh)'a 143 126 213 .'54 4 "_fi6 35) 426 Nw 6� 429 5'8 639 76'_ % 572 ]Pi 952 1816 to 715 880 1065 ago C !LN IM 1278 152_4 14 1 W I 1232 1491 1918 Iti 1344 1408 3]04 20;2 T1dJlmed IXcal hall nep Istel lu be muldpliet by 0.85 fur fromiT m lualcd wim:, a fee of Widm3 aomaP- Txralm�a 11mmn.eyoilunan6 mwm4 .man Mf begin 01 33 fee. Fpr man m f Tights Of 15 fm nr Irm. lire 1.6PIXlN value .Rtell ire pmnillW mlr nlvlupllul be JW MMY'8116 PE A19Ri6 GX IROM➢MIBiKIDfLMYtl AAE]YR P/LIXI.tlp1 fAH®T ILL .PRl1GaL Y! Q/X W 1rt IY II RL9PS 1Wp1'®101011® IO ttV X fMCB[t'{RKGf 1p IIR f!A[IIIYII TYl rt RNT 104 01.1)5 q1 Owt!®6. LRIX®IOb X RYOu LYL4M;d RRDM IIRLMTq ql Nip! ,1bF6.,1E fA1MXpR W14O61R® X 3.101.[ a p wp 10 o51ea a uRo pa ono1X.31Le n4�wp[® anon 33R oao®Xal3plreXeela P Y1 RLOL6 BiXlp! K Table 3.396 MaXblmm E%tedor LoadbOWINg and Now-Loadboaring stud Lengths for Common Lumber species Resisting Wind Loads 1» I I (Folly sheathed with a MlnhMm of 3/5" Wood structural Panels)- jawrl Mik MNYBua (n/il 3lg tl16 IW lld I$a 23/t2 Sotl sEuiu GYe aa. be bl b4 S4 2[a LI L4 ba be ba flxna nr aa<w W<tw<{ayYlfl. Y)' li<I IbYIU IFLxaa 35 Ix.{ 1911 • I41a 1{ ] • 111 F1 • 106 143 nagN nLua II 12.3 1}J ILS 11.11 101 1". 101 1)6 I}1 N.a.I.Lrr•a 4a41n rRLW q Swi aa0 IOl lila 14)1 IVI 14x }6 IVb 106 IStO 140 }il 146 IJ -10 PogwW-.1 more a a.0 116 163 a.{ Ill 1410 1"II 11-0 1}] Wr ak�M ;f S . 1x.6 141 ILIO ILS - ILL 141J 111 IYl • • In6 OJ I}9 144 • fll }a IYI li Ilu-Nr wl<-Ar M SY6 14x IL] 1411 ILb IOJ }6 16J Ib1 • lr) I}J }3 lam IL] N`L.Hr ryd Lp V e IL6 - L6 ILL IaIO x.11 II.a 1}] L<N[nlir. ar.Nx z9 <I ] IL1 IV) 1}> IYi II.J IV r • IPII i.] 10. IL2 m a a .,.0 ILm fa 106 IA In r61 IYIn ' u<5ar.<n s.. + s»smrr. sp. s.mm r 9s 1Y> ne }u LE Ltl � 1.. L> n.9 IS., LS n.x s srm+k..n• M n -s 1x1 mu I],x - Ina 14x - 4a I4J nAn[nPY<Fr II 11.6 IL1 106 1410 100 rr9 I}6 }6 9pu[eiY[.nr q Il.i ILO • {L6 ILI6. • IYO I<.9 li6 46 14F 1460 1110 .N, sN.m.e.<.m- r6 IL] un u4 •i rr4 Ism, La Ja.l ]rt I nIr All.waakak.jrne.x[LJ4Rai IasMi am! muui.aie a rue.apw [[p kapB a 4a pa. )-"9' IFn t rr[II A<YY$ " Haunun .w k[pRr a Taw 1 NB .rt Nui o..knn Tex Y Wa au arra hal as u4a rn Luna< R.[ ee nr<rer rip. a nivinw: a! :a' ai panlaantlan Naiurir•-aFrn .n YULM6w.r.ar.[Aap[iryl J.aXh w•yMe6YIv'.Is lrc!r n{buatl.in•1' J aM<.n.[ a[ea.r In iM rtliauJ eJ ao-e L W Y ry[rtvre<n. EROSION CMSTC pnd`o,s reit 53016 ke easy ao,,Iwian and cdwdd ad" lo• ate heathy CS : NIMf0Jp5 ran bINgInMRiepp yile C•: De VbTdyd It -"ohna Pad 9w Of alkfllwtlglf 1a14A 40 pav4N)txlOrrS. pdo w On pMg lOF easy lf0In FINISH: (ul9Yired. Sore plolWt3 arslanL m 2 wa; tMxl H[]wY, X11 LEO IIISTRLUlaOe. -Use ap'padded IG 20 mf) See Frenal Nclls. UfpM ' Wab swallow she stip kateud... Handl W xVJd dace e, md)teide xlap 10 bK4e doe nao Inn, w a w wpicawe tole Iv dFelmen ma µYalatidn end nundapa .: uamdal ad, and and! ooa lK taak5holrs the rw[aW Twirala d 9" iesar IIM)'iEJSM;n.ach the albreheked by Me tale hl¢rd 1, Hdo etkWselddeneb 0,f ande, ketolf mon knell nal IIdIST ach ldsNWxledbdm mch ego asa Fie 4*- -'Nod "ll. Neararm v 8 keds oenpryean,en.U,e,o FlpprTb SdSewe ravUand ophi ndes to Eamjalalaa MST kNaz T PlOrnla9rxldd ores ICMST rvquwa ' M ladld spM InInMMm I ' GOOFS 6tICA, ICM .W0 MER 413: Cryo U PR MM (FA8Stl2 and IYa51141; 2 LI away - if • ::.:. `• : V1onx L21' I%a e j. LaIY, �- Nbwa01. IW1' Lee C W.� [WY Nq-� ✓ NCO1 ILmlgtlr G G6LmsN Fao 1 lr4 Sp[9 dtmq� 1 nm nmaq'�ariz7_1 dun ..s LLTs m' 1$�k=rw IA tie] N�%b "Ir IBIM_ _--.•-•Ij� rt6vaJ� ( rxa npan,plp 23n 95m 3X j tlulSpyr•1-0' I15A Sd5 6]55 IY -I '2)" 4� -f 1T1 ta5T1l )8 H a apn�m —18iys J,y WS]C16 1' 6f v4 53009A5 1696 Y C516 Ala Pte Icil Ntn CS nn H _ < 9P H ad *t; 3 0 B9V Ib IW 1 sex 3V 2eM 11 2A50 S16R GS' rgyy tp 1$45 1650 ) r• 7&iH aroma'n' 1 J - if C IBR b $O IB IM -1 x p. brs�yl • ry- lied: a0 lm5 �l I[6'SpT_la JIM F- CMST14 Hob Pa"am ICMST12 s"Aar) Cs"22 �X ' i_4' SX fly $n.ly IZIGE fi$a baa ' • a 4V MIP i.' Jku-taaled, } C[SCIe 16 W'JGE } u.ne do, auou'!✓.W nYM Wned rd maf nP le I ard4uaub aweavkiF • e Y.In oTv ba drY[rn wRF1 lLM N1 d de, ldl5 eel?mPTBn Npa' i _ a r •gra.N [Crv'n'nlbaplY•R IM aVMEn15 _) CMSTCI6 Hale Paltorn Table 3.11A Wall Sheathing Requirements for Wind Loads F.Ira4Mild Wind Spens(mph) 90 i0D 110 INf Waoo STaUMMAL PANFl Oral$ di2nzlxun aeloat flub} Slum Spacing Minim um PamJTlickars,Cioj (IaNjMY, O,C) 12 20 319 ® 3rg }/g WOOD STRUCTURAL FAN (andrt 6moeim.mles nvda) Rua Spacing mi.. Paid Tlickrlas (n.) G,e 1na, .) 12 ale 3m 318 16 7r Table 3.1111 Wali Cladding Requirements for Wind Loads awl 1 110 120 ;WOOD STRUCT iRAC PANS AND HARDIIOARDPAN�L SMANG t:nm smorziun aoa.s xnaar:) Stud Sparing Atiainum Patel T2iekx<x fn.) ii.ilp, a.4) 12 YH J/8 318 313a6 3n 3/8 7116 716 24 7116 19/3219M IW32 Table 3.9 Wall sheathing Attachment Rsgairements for Wind Loads �t'.rwm,l<w,as--��� sd Im H6 I ,m STitLti 113HAL S6IEATIPYCVPANFLSmNt] I E F E F F. F fi F_ •, ItiOtLrcaam� sNe Sou =ted 14mmrm wl:pnndrw Mcamaenwin br P ,c 6 12 6 13 6 II a 12 6 126 12 4"im,4 6A1R 6 1211li132 6 IZ 6 12 able 22A Uplift Connection Loads from Wind (For Roof -to -Wall, Wall -to -Wall, and Wali -to -Foundation) Fmesl Mile Wind Spcef Imph) 90 IW ❑0� 120 ftwf(I:uling Roo(Span UEl Uail Upllh Laaai fpin""'�'• Asumi: orae Lwa l0 ysr 11 tre II4 293 >ni 1C ^.9] 383 4gE 591 IS 412 S10 683 837 ag 5]] 693 An 1083 ti0 65a 958 II82 ITL9 IS of Ix HS 19[ 136 320 U Z95 135 035 Sas 16 33 306 a]a 615 no W 441 612 195 99fi m Sal 151 916 III2 ' TaOulvea nplih Inatll dry] Ictal eplifl aiws L3 01 nv ,uo(Iwilin8 aasvnbiy aeaa loal. • TnulYed uplift IoaN ae zpeclfied fmrml-la-Nl cmwearo: Wnm cLcOlalinf uFlifl IoaM (ur wall - u.ail m valaoio.ddanon [omrrdiwz. mbnlWa kryi n.al:I mall x p[rmal[a m B<,[dma By aM1 pu 2nalno q0 m.em Nn wal abN.[. - ' Taw3Nra wnl.lwetl ae apr<iNee re pangs w dn[. rm aF.an Tu arlmmi.rr rwrarNnn ¢4wcanen1. mulaPlYtAe I W oluetl urn up11n Joaa-0Y ak multi9lfer fion 1pe uryp yJon vmrzepnnJ in8 m l:c rPacind ^C 16e cmna Ms: __ Cammlipn Spx3Pd fiPi V' 16 19.2 24 a8 Muniplizr LW 133 11 I W Z(C 300 •uMncatcu xin8lphh loss In d•Of ncadenilvdva mullipF IF- tab! d 111m luaJ by 1/2ae IY I>oerodirem spar(n) enyplr MWa n[a Nn1Y b[xmnm aszmdr. ' TabaixeJ up1iA Iwdr auume a mo/o•edung of 1 kn. fnr eaA loo! o/ ardpima vvbmg len8l2 add sx mnm Donn moan m Ile lamlala r[gNh<mrma ' Tabulv[n optiM1 Iwa] w •m[ u mon .mr siem or il rca. Frn m[w rvo( CeiFeu or IS ren m leo Ire ubnx[a urn pl'fiload rNulMprlmnmtm hmulrvFliN by 080. reW lMetl urs paR rmeaim {ode Nall Ce pvmil eJ o4mnniplien BY O]Q br flaming nm !comas B' 6 frnm "E Elea man 30 (<n n'r a0rIW1 o wY3 In W -W' F F a.erlf ,ud .idA% F Ih fin pl'fi lam. mealpolswn<quL ,u lM las h I un Theicc5' ,cr 1in Miukalm {pli¢LmprAlh l' 1» I I )Ag .18 3lg tl16 7/16 T/16 191]2 !.02 19 23/t2 Table &20 TOP Plate SPRee Requirements - All Other Cases tlu ani lkviuon:hl Miukalm {pli¢LmprAlh l' 1» I I 9 J In ❑ W tll 2 l q I F I pm q p I .abN g W I nW h a[wl IF , al;•I errtl M MW ,w Il ldf.l 1 u.cub LaNuJ.. Ji lle •, 1 a le �hgllaP Itl0 32 WIDE d 478X133=5698 g trd+aalncm mans l<npn mamclak zwn. 32 WIDE d 478X133=5698 PRESCRIPTIVE DESIGN NOTES: CEILING/ROOFS 1. MAX. SPANS OF CEILING J015TS PER TABLE 323A 2. CEILING GYPSUM FASTENDING PER TAB LE 3.1 P.110 3. TOTAL ROOF SPANS SHALL NOT EXCEED 36 FT. PER SECTION 3.13.4 P.100 4. ROOF FRAMING NOT TO EXCEED 24" O.C. 5. ROOF SLOPE SHALL NOT EXCEED 12/12 6. MAX OVERHANG LENGTH 24" 1. RAKE OVERHANGS USING OUTLOOK BLOCKS NOT TO EXCEED 12" PER FIG. 2.IH 8. ROOF FRAMING CONNECTIONS PER TABLE 3.1 P.110 9. LATERAL FRAMING AND SHEAR CONNECTIONS FOR CEILING JOISTS AND ROOF TRUSSES TO TOP PLATES PER TABLES 33 AND 33A 10. ROOF TRUSS TO WALL STUD UPLIFT CONNECTINS PER SECTION 322.1 P.101/TABLES 33 AND 3.313 11. ROOF SHEATHING FASTENING PER TABLE 3.6 P.121 12. ROOF SHEATHING MIN. THICKNESS PER TABLE 3.10A P.123 13. RIDGE FASTENING PER SECTION 325.1 P.102 -RIDGE STRAP FASTENING PER TABLE 3.4 P.111 -COLLAR TIE FASTENING PER TABLE 3.4 P.III 14. MIN. 11/2" BEARING OF ALL CEILING JOISTS AND ROOF TRJ55ES PER SECTION 35.12 P.106 15. ROOF SHEATHING EDGE SUPPORT FOR 24" O.C. ROOFS WITH 111611 ROOF SHEATHING SHALL HAVE BLOCKING OR EDGE CLIPS PER SECTION 35.42 P.101 16. ROOF DIAPHRAGM BRACING FIRST TWO ROWS OF RAMING PER SECTION 355 P.101 - NAILING PER TABLE 3.1 P.110 AND FIG. 3foB P.165 Il. ROOF DIAPHRAGM BLOCKING NOT REQUIRED WHEN AN ATTIC FLOOR 15 USED TO SUPPORT THE GABLE END WALL 18. SEE TABLE 3.13 P.126 FOR MIN. ATTIC FLOOR DECKING REQUIREMENTS Table 3.3 Roof Rafter or Truss Connection Requirements I 10(1 Flotest Mlle Windspeeii (mph) FxRext Mile Win irpccd rn,ph; 40 100 1 110 120 rsehera.LII R"efS,Ll U' L' S U' L' 1 S 1 U' I L' I S L" L' 5 Sparing (In -1 1fi., 480 5x4 338 443 Requited Capacity of Conrocolio Obs)", hsx 16 - _ 1St 280 264 _'0 SSS 341 284 ago 47 339 280238 235 280 28 4 5 285 359 440 x 5 325 421526212 !. ! 4 all193 r 457 36 7(9 3866"tti327 `4.117 6 l 6-11 580 2 _ 126 ; ,16 371 0O 29 s I I 61 4 5 620 3927 U - Camcunr upF6lwA L - t911n'spr luvral load. ;Pe:pendiecWr to rte walb 5 5 = CiLnnecler she. IOMI_(Pl"nllel m the wIJI, -I r ain,prn. -pf, 4 T,iILvi,,d ,, l le '.r". rego Ie .annl" sh:Y: he f nn [le.. !e be mu.t plied 61, C) i .e. if x5, 6 Ixl wll gl 1 ,h'lllm o7 5. I h x:VLtI Lpht, I tt 2( I L d 1 19 I J -: 11 w rtl P I1CC,11 1,11 5111 b, _( I cx'A In fl. 1 PI(1._ fl If 1 1 � , .r Tn.11r.11-I I, F ,Ic of ..1 ., 11'.1 I1 ..hl 20 Fable 3.4 Ridge Tension Strap Connection Requirements Flitted Mile Win dsperA Onp hl 90 I 10(1 11' FxRext Mile Win irpccd rn,ph; R c qui and Ca, III Ity of Rid, Connection (Pit) ""` 145 190 240 '95 193 253 120 kooffl.wh Roof Senn too Nn:nher of Ed Cummon N.Asm eh 400 491 end of I.114 -'_O Ra, Strap"^' 5:12 480 5x4 338 443 560 hsx 16 - _ 1 4 570 _'0 SSS 3 171 216 2fd 24 3 28 4 5 285 359 440 x 5 6 329 !. ! 4 5 r 457 36 7(9 303 6 l 6-11 13 2 _ - ; m t 29 s ; i 4I 4 5 4 5 6 36 4 6 - 20 ,. < 3 n 2.1 ' ` = 4 c I� O 5 6 315 6 Flitted Mile Win dsperA Onp hl 90 I 10(1 IIU 120 R c qui and Ca, III Ity of Rid, Connection (Pit) ""` 145 190 240 '95 193 253 320 793 241 317 400 491 299 380 480 5x4 338 443 560 hsx 386 507 640 796 434 570 7211 SSS 131 171 216 2fd 175 22X 28 52 15 285 359 440 62 142 1"1 329 306 'a, Sw 616 350 457 575 7(9 303 511 647 79_ 123 1611 2111 '45 164 1_11 267 121 305 "1 '34 109 I, 420 401 4)0 297 328 3711 326 468 575 412 l54 4?9 :169 6ll, 7l9 rbl rl.nln nI I nir! upfift ntlh rxf l,blldwl,id l_J, 1011.. 14 [ Ill, I. i, i. 1 '.I I ru:. h 1d [ -Ir c, it of 1 irif th, Inas..altutici :n I1.<.n c. 1 l'. .. A r :: 1 wil n I rt,,h i,ed. 'S1 ..Il.n[ ,1.,1-I hC 1 nd,,L,,r III uml <r It m „oll:al: rLLwPT,,j T..e-h rid ldl hccl lua LI`i ld the 1,11I [I ra lu""bi-ul >d nail, :. ".mvl.lilt' r ".' I ... Il -. r-'4nu. 1 : r.:,L1 :, tJµc nl to I. n. Ynl 'n I f I - I i '1 I I C .1 1 i L I: 1 1 1 ,Irr 6¢j , II d� .mh l...ad II dcxh :I:I ...C., ! `LJ 1 h_.hi .l: I h n.,.. r. flC cln,i .I nrb d ErI t, Q U I I Ila '.n I i f I oLj I ' uq 1 I Table 3.23A Ceiling Joist Spans for Common Lumber Species (Uninhabitable Attics Without Storage, Live Load = 10 per, L/e = 240) 'l1Y IXdMN11E M1ClIr6 YN OIDMi RMB! KIIDUNIY! RamEVMr rawutlwta.M® n 41 MRCMt W (l1fIb11111N rtemB4etM#rlmrM tor® IOTOI MfpDBC(MMfGr M n( rnanul uua n B+m Tom ov®on DNRlO a.a114®ro4B x M/114M W �M m1Jea w�IMM at ��I[re n4"Ba.nE ratlBmrao roI � orad® N YqF Q N PYtI 10 Q16B LR I® .MI olI4M nW nE nwvM InBp® Mnan nE o#slr#e® ranMl raeeelni a #N IMILM #r#IBe K IOP B7: DATE: m m In z z } >Qs Qn� Z far 5. z N i � 6 0 o wyam rop w O S R p G m 6 Custom 2- PIIIIIEWRIPTIV NOTES AND DETAIL5 TWEET: Fl 9 Tk"d I nLd = 5 ptf 2x4 2z6 2x8 '_z 10 Ma+imom Ce,hog3nw15pans CeYI":6f1ML S Sre, eC find lir"adt .-111.1 ((L IR) (tt.'III,) I (+:-Ill.) Uougbs Fir -larch SS t0. 5 16- 4 2; ' D. ,W F.4z ,h 4 : 111.0 15 9 20 1 14 6 UoeghsFir -[a b #11 9-10 14..0 18 9 ,2_1 , WugW Fu Lenh #3 x r%q#t �i" jix 7- 8 �r ii 11 .2, t T�1 as 2, 11 2 17-4 � 1�rfe Arr1 2 .4 111. Sonthm Piny SS iU-3 161 21-2 Swthem Pine #1 10.0 15.9 20.10 ' Soushero File #2 9-10 15-6 2M1 23.11 Sattler. Floe . 0;. Sprt?t'4�#k-lyes w �, _-� 2 3 <{y�;.� _),:_4 i3s'� �.5sa 15 1 r ieAl4• . 2T0-3 ?•S .1. 149 17-4 SIviFe .. IY9 -flet 1,1,01 CI"xl: 11,Ile,n vailabl6y d:of:Ipe.: inlLngths gtearerdu:'r;ea. { 'l1Y IXdMN11E M1ClIr6 YN OIDMi RMB! KIIDUNIY! RamEVMr rawutlwta.M® n 41 MRCMt W (l1fIb11111N rtemB4etM#rlmrM tor® IOTOI MfpDBC(MMfGr M n( rnanul uua n B+m Tom ov®on DNRlO a.a114®ro4B x M/114M W �M m1Jea w�IMM at ��I[re n4"Ba.nE ratlBmrao roI � orad® N YqF Q N PYtI 10 Q16B LR I® .MI olI4M nW nE nwvM InBp® Mnan nE o#slr#e® ranMl raeeelni a #N IMILM #r#IBe K IOP B7: DATE: m m In z z } >Qs Qn� Z far 5. z N i � 6 0 o wyam rop w O S R p G m 6 Custom 2- PIIIIIEWRIPTIV NOTES AND DETAIL5 TWEET: Fl 9 o.c. Nall Spacing Block 4' Perimeter Zone panel field nailing r,�4' Perimeter Zone .. perlel edge nailing Erol Trials or Endwall Section A -A overhang limits - Table 3.8 Roof Sheathing Attachment Requirements for Wind Loads SlxnAiorla:iaim IL_ RaficnTv.5paonl hnMn n IPmmnc lite ZD. 12 16 IY .a klmv Zen. IT 16 — I '1 z' I Wbk 6N»31 Rate aM 3al._ms_ F-IeacMae MSM 5 if 99 l00 110 mIT 120 STRUC Oc& SHEATHITC E F Is F I F E F Rlnf Spn (R.) Muimum Nnil $paang Ge W (:mvmen 4al!e fdn 4 d 12 6 12, 6 Q.16'6' 9 6 12' 6 6 6 6 6t3fi 66e66 -6E 6 4' 6' 6' 6' 13isaof5¢ 6 12 6 12 5 I1 6 12 6 13 6 12` 9 6 12 6 i 12 6 I2' __. e, I:1, 6 IV ti 4 E 10 I a i 1] Table 3.13 Minimum Attic Floor/Ceiling Sheathing Length When Bracinit Gable Endwail 9U IW IID 120 I blta RW Farr Rlnf Spn (R.) laitrb al Ceiing Oiq�iv++88m (Rj (Imzured papvgidlvwgaDk lnevdn rolhklNie123 4 5 HDiyanlmJbkllIt ic GdWdlidaUkitlRc)-012 9 1012 Id 2a 6t3fi 9 10 13isaof5¢ 7,1\�' iisi°5 Cailirlp34 9 Ii /15 2a 6 ) a/�%�0:11 9 In\)6 10 l2 la 1] � 212 / / / JR 0 13 :5 IE1 a'12 @ 3 6 a a l 9 5 11 • II 13 ib 19 21x 12 3I 3 J a I7 5 ii .0 n i'- 3 a 5 37=17' REQ'D 1012 z+ t a m h SUPPLIED 14'4"40It 36 12 L lA 21 2d 11:12 Z 9 I I 13 36 12 IS I8 22 rz 3 4 5 6 12:1] 20 ] 9 11 13 34 13 Ib 19 23 r1Y@Ym Cdtin/niaphmpn -- IZ —8 10 �2 14 RraonR Gabk EMwaU 1:12-3:4' a li 19 23 ] (wilts Fvdidm Rldgel 34 -_24 34 29 35 42 4:12 16 2U ]i 11 34 ZS 31 U8 C 5:11 R �a B I) IU 20 {2 25 15 'Y TraWt Rroa et v)' CA,Itic ilom/CeiliK 34 2) 33 10 dfl �maR'InY.tn Ix 9 le I'I I5 �l '1 26 Ji 39 JS U 51 11 Y II 13 IS ?.I3 29 IB z 3a Z) )2 M 10 a5 S= 12 xa 9 IY 11 2l 16 3) 12 9 I 34 I' xa a,fitY2a F30 t(. +3 i4 4) IM1 1 .b io i= u u w IJ 4 12.11 12 3a In 11 rx P 1s )9 V• xF ix 69 Su fan r. l.� — . Footnotes for Table 3.13 Tabulated aide floor or ceding length requirements assume sheadams; continuous from gable -end to gable -end. For an attic floor nr ceiling bracing only one gable -end, the tabulated length requirement slull be permitted to be mulri plied by 0 61 In no case shall the length requirernem be less than one-third of the distance between boating walls for gypsum ceilings or one-fourth of the distance for attic floors or Ceilings sheathed with structural sheathing. ' Tabulated length requirements assume 8' wall heights. For 10' wall heights, the tabulated values shall he multiplied by 12S. Tabulated length requirements assume a mean roof height of 33 feet. For mean roof heights of 15 feet or less, the tabulated values Shan be permitted to be multiplied by 0.80. ' Attic floor nr ceiling diaphragms shall not be used to brace gable cndwalls used with cathedral ceilings. Attic dour or ceiling diaphragms shall not be required for hip roof systems. Tabulated gypsum ceiling length requirements shall be, permitted to he multiplied by 0.78 when ceiling framing is spaced at 16 inches ox. or less. Table 3.10A Roof Sheathing Requirements for Wind Loads FauW11b WW5yv'Imphl 9'il CO I10 IN YIRUl: N1UL aXbnTHIN(� nrm6almm,m+:mu 3 nmam,uPp„a,l Nafi�a/!nv ]Iwcog Minvnum Pain`ITIac4nttr 4n.) OWn_m) s.zx k_x 1rJ1� 'raY flrlGlell O RE A]IW+6 8N e1D16 RnR! K Ile fOlIM6 IIeMeLsr rrwumlvae® m rt.snclec lu ramn ale rtemstwemmro ldMl® romMQRwe¢low ItGaE roolllm our n eta9r rule ra®ee wswuls.au®roan NnaiRe Rr•ras IALCatl .aRlluAe I1R Halm rleeti.ne wlenslur tan e:IR16(® NsaR a x war roaateeaut® ra otter nw tit nwve arroo® tnHnlr tic oasRr®smrei raaaAeelnl a w enaa; tures K Pvisl Mm Waukpm5 S^Pb) 9U IW IID 120 I blta RW Farr Rlnf Spn (R.) laitrb al Ceiing Oiq�iv++88m (Rj (Imzured papvgidlvwgaDk lnevdn rolhklNie123 4 5 HDiyanlmJbkllIt ic GdWdlidaUkitlRc)-012 9 1012 Id 2a 6t3fi 9 10 13isaof5¢ 7,1\�' iisi°5 Cailirlp34 9 Ii /15 2a 6 ) a/�%�0:11 9 In\)6 0 l2 la 1] � 212 / / / JR 0 13 :5 IE1 a'12 @ 3 6 a a l 9 5 11 • II 13 ib 19 21x 12 3I 3 J a I7 5 ii .0 n i'- 3 a 5 6 1012 z+ t a m h 36 12 L lA 21 2d 11:12 Z 9 I I 13 36 12 IS I8 22 rz 3 4 5 6 12:1] 20 ] 9 11 13 34 13 Ib 19 23 r1Y@Ym Cdtin/niaphmpn -- IZ —8 10 �2 14 RraonR Gabk EMwaU 1:12-3:4' a li 19 23 ] (wilts Fvdidm Rldgel 34 -_24 34 29 35 42 4:12 16 2U ]i 11 34 ZS 31 U8 C 5:11 R �a B I) IU 20 {2 25 15 'Y TraWt Rroa et v)' CA,Itic ilom/CeiliK 34 2) 33 10 dfl �maR'InY.tn Ix 9 le I'I I5 �l '1 26 Ji 39 JS U 51 11 Y II 13 IS ?.I3 29 IB z 3a Z) )2 M 10 a5 S= 12 xa 9 IY 11 2l 16 3) 12 9 I 34 I' xa a,fitY2a F30 t(. +3 i4 4) IM1 1 .b io i= u u w IJ 4 12.11 12 3a In 11 rx P 1s )9 V• xF ix 69 Su fan r. l.� — . Table 3.10A Roof Sheathing Requirements for Wind Loads FauW11b WW5yv'Imphl 9'il CO I10 IN YIRUl: N1UL aXbnTHIN(� nrm6almm,m+:mu 3 nmam,uPp„a,l Nafi�a/!nv ]Iwcog Minvnum Pain`ITIac4nttr 4n.) OWn_m) s.zx k_x 1rJ1� 'raY flrlGlell O RE A]IW+6 8N e1D16 RnR! K Ile fOlIM6 IIeMeLsr rrwumlvae® m rt.snclec lu ramn ale rtemstwemmro ldMl® romMQRwe¢low ItGaE roolllm our n eta9r rule ra®ee wswuls.au®roan NnaiRe Rr•ras IALCatl .aRlluAe I1R Halm rleeti.ne wlenslur tan e:IR16(® NsaR a x war roaateeaut® ra otter nw tit nwve arroo® tnHnlr tic oasRr®smrei raaaAeelnl a w enaa; tures K NAILING SCHEDULE RnnF FRAMINr JOIlTCESCRIPTION NAIL GPM. will SPACINGNOTES RAFTER TO B WALL: 3811 COMMON EACH TOE -NAIL TOP PLATE 1B WALL: 44d COMMON RAFTER FOOT CEU J013T B WALL: 382 COMMON EACH 10'O.C.FIELD TO TOP PLATE 10 LL: WA4-N COMMON JOIST TOE -NAL CEILINGJOISTTO AS PER TABLE 3.T EACH FACE PARALLEL RAFTER WFCM-SBC LAP NAL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFOM-SAID LAP NAL CGILARTIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAL BLOCKITO 2.04 COMMON 2. IN COMMON FOOT RAFTER END JOIST OR BLOCKING END NAIL RIM BOARD 2 1BGCAMMON EACH END TO RAFTER OnL END NAL 0E/9■m 2CIET IT, 1101M JOINT DESCRIPTION NAIL CITY. NAIL SPACINGNOTES STRUCTURALAS B2 COMMON TOP PLATE TO 2-162 COMMON PER FACE NAIL TOP PLATE PLYWOOD FOOT SEE NOTE:1 TOP PLATES AT /-162 COMMONJOINITS 10'O.C.FIELD FACE INTERSECTIONS JOINT DESCRIPTONAIL N EA SIDE Ni On. 2. IN COMMON CATEGORY FACE STUD i'ORLESS O.C.1. NAIL HEADER TO 182 COMMON 16'O.C. FACE HEADER SEVERE ALONG EDGES NAR TOP OR BOTTOM 2. IN COMMON PER BN STUD END PLATE TO STUD 3-18a COMMON PER 21188ND NAIL BOTTOM PLATE TO: PER FACE NNL FACE M,2 FLOOR JOIST, BAND JOIST, 2. IN COMMON FOOT END JOIST OR BLOCKING FL OR FRAMING: JOINT DESCRIPTION OnL NOTES SPACING JOIST TO 4-Sd ODMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 8d COMMON EACH TOE TO JDIST END NAL BLOCKING 2 Cd.M10N EACH TOE TO JOIST END WAIL BLOCKING M. 3-162 COMMONBLOCK EACH TOE SILL OR TOP PLATE NAIL LEDGER STRIP 3-162 COMMON EACH FACE TO BEAM JOIST WALL JOIST ON LEDGER 3 S2 COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST 3-162 COMMON PIER END TOOOL1 JOIST NAIL BPHDJOIBTTO:2.182 COMMON PER TOE NAL SILL OR TOP PLATE FOOT SEENOTE:i JOINT DE6CRIPTON NAB HALL NOTES On. SPACING STRUCTURAL PANEL B2 PER TABLE 38 YIFCM-SBI' Lw � w O L ewe: rve� B: a 01 es JOINT DESCRIPTION NOTES rLNAIL , ��M STRUCTURALAS B2 COMMON GYPSUM W COOLERS T O.C. EOGE I PANELS WALLBOARD 10.O.C.FELD 7/16 -OBS NCOMMON LV I TM ■11111.9:I wilts :I I I Et'C ME NAIL JOINT DESCRIPTION Q.. SPACING NOTES STRUCTURALAS B2 COMMON PER TABLE SO PANELS WFCM-SBC 7/16 -OBS NCOMMON 31O.C. EDGE PLYWOOD SO.OFIELD GYPSUM 62 COOLERS T O.C. EDGE WALLBOARD 10'O.C.FIELD FLOOR SHEATHING: DECAY JOINT DESCRIPTONAIL N NAB NOTES On. SPACING CATEGORY STRUCTURAL. PANE13 Bd ODMMON 6'O.C.Ell I DEPTH i'ORLESS 17O.C.FIELD TEMP. NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6- on -center at the panel edge. If wall shading s nailed 8 on -tenter at the panel edge to obtain higher shear capacities, nailing requirements for stmcaral members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 2). When wall sheahing'Is continuous Over connected members the tabulated number of reds shell be peril to be reduced tot -16d nail per foot. PI AN C ONTFNTS BUILDING USE WIND SEISMIC BUILDING HEIGHT FROST AT PANEL EDGES MTAL SO, FT. OF CONSTRUCTION WINTER ICESHIELD DESIGN CRITERIA FRAMING 9j=TS DESIGN LOAD CALCULATIONS (LIVE LOADS PSA) PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE MID 1995 SBC HIGH END EDITION, WOOD FRAME CONSTRUCTION MANUAI AS 20 FLOOR PLANS, CROSS SECTION AND GENCRAL N07ES EXT. BALCONIES 60 DECKS 40 ATTICS w/2 STORAGE 10 ATTICS w/ STORAGE 20 ROOF (GROUND SNOW LOAD) 45 ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SEEPING) 30 STAIRS 40 GAURDRAILS (ANY DIRECTION) 200 EXPQCATAGIORY DESIGN THERING LOAD PATH (ROOF - FOUNDATION) NAIUNG SCHEDULE SEE CONSTRUCTION ANDWTND PATH CONNECTION DETAIL PAGE IN GENERAL NOTE PAGE SEE GENERAL NOTE PAGE DECAY EGRESS FIRE PROTECTION (SMOKE & CO2 TECTORS) . ... .. ZE 0.91M PLANS MD WINDOW SCHEDULE 9 SEE FLOOR PLANS �� HROODB TRUSS DESIGN ENERGY C&QL&i N/A STANDARD STICK FRAME CONSTRUCTION CATEGORY ISEE NOTES: 1,3 DEPTH CLIMATIC A nPOCRAPHIC nFGICN CRITFRIA GROUND WIND SEISMIC NOTES FROST AT PANEL EDGES SUPPORTS IN THE PANEL FIELD WINTER ICESHIELD COMMON 8' O.C. SNOW SPEED DESIGN THERING LINE TERMTTE DECAY DESIGN UNDERLAYMENT �� HROODB LOAD (MPH) CATEGORY ISEE NOTES: 1,3 DEPTH TEMP. REQUIRED 16 LBS, 120 B SEVERE SFE. MODERATE SLIGHT TO 11 - TOHEAVY MODERATE I RnnF SHFATHINr F RFn111RFMNTR FOR WIN�/ O I (TAnS� SHEATHING LOCATION NAIL BPACINO NNLSPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 1' PERIMETER EDGE ZONE COMMON 8' O.C. 82 COMMON 8' O.C.I SEE NOTES 1.3 INTERIOR ZONE S2 COMMON QSO.C. 02 COMMON a170.C. SEE NOTE8:I I SOTHFIELDS) INTERIOR ZONE 62ZONE COMMON 4 r O.C. Bd COMMON 01 T O.C. e2 COMMON0170.C. NOlE:2 FOR PANEL RELD GABLE ENDII RAO: AND RAKE TRUSS 82 COMMON Q PO.C. I tKDOMMON 1'O.C. ISEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of he perimeter edge of Ne roof. including 4 feet on each side of the roof peak. the 4 foot perimeter edge zone attachments repuired shall he usetl. 2). Tabulated 12 inch o.c. nail spacing assumes smashing adached to rafter I Imes framing members with G>o 49. For framing members with <042<G,,0A9, he nail spacing shall be reduced to 6lnches o.c. 3). Tabulated 4 inch C.C. nail spacing assumes sheathing to rafter! Mass framing members wlh GO 49 For framing members with o42<G<0.49, the nail spacing shall be retluced to 3 Inches do III SHEATHING REQUIREMENTS FOR WIND LOADS SHEATHING LOCATION EDGES IULSPACING AT INTERMEDATE I NOTES q�µELr SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE IN COMMON 66' O.C. 82 COMMON B 12.0,0 SEE NOTES: 1, 3(BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 62ZONE COMMON 4 r O.C. Bd COMMON 01 T O.C. e2 COMMON0170.C. SEE NOTE: 3O.C. SEE NOTE NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For well shearlang within 4 feet of the comers. the 4 foot edge be used 2). Tabulated 12 rush, a T nail spacing assumes sheathing dr acros (310,49 For flaming members win 0 421G<, the net spacings sm: 3). For exterior panel siding, galvi nnal box nails shall he permiee CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS RAFTER RIDGE TYPICAL RIDGE TO RAFTER STRAPPING NOTCHED RAFTER RIDGE TYPICAL RIDGE BEAM TO RAFTER STRAPPING RAFTER TOP PLATE WALL STUD ALTERNATIVE RAFTER TO WALL STUD CONNECTION WOOD JOIST BLOCKING WOOD GIRDER WALL STUD BOTTOM PLATE BATHTUB DOUBLE JOIST JOIST FRAMING OVER WOOD GIRDER DOUBLE IMM FOR UNDER A BATHTUB WOOD JOIST GIRDER/HEADER WOOD JOIST WALL STUD BOTTOM PLATE SUB FLOOR DOUBLE JOIST WINn RFGICTANT (.nNSTIPHC.TH-3N ('.ONNtCTCRS CONNECTION LOCATION: PART NUMBER: NOTES: RIDGE -TO -RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER -TO -WALL RT20 APPLY TO EACH RAFTER RAFTER -TO -PLATE RT15 APPLY TO EACH RAFTER USE WITH SFI CONNECTOR PLATE -TO -WALL STUD SPTH4 APPLY TO EACH WALL STUD 12ND. FLOOR WALL -TO -1ST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER -TO -JACK STUD LSTA12 APPLY TO EACH JACK STUD CRIPPLE STUD -TO -HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END 1ST. FLOOR -UNDER -SILL PLATE MSTA36 OR RS16-R WRAP UNDER DOUBLE SILL PLATE _-(USE WIT1_3' SQUARE WASHERS) -- USE THE FOLLO'A NO OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLO`N MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACI IIEVE MAXIMUM UPLIFT LOAD CAPACITY. PROVIDE 1/2" SPACING BETWEEN THE END STUD AND THE 2 OTHER STUDS FOR ALLOWING HOLDDOWN INSTALLATION SIDEWALL CONNECT CORNER STUD TO TRANSFER SHEAR FASTEN WITH (2) 16A COMMON NAILS @ 6" O.C. SHEAR WALL CORNER CONNECTION JOIST FRAMING FLUSH WITH GIRDER/HEADER DOUBLE JOIST FOR NON-BEARING WALLS 1ST. FLOOR WALL 1ST. FLOOR SUB] RIM E DOUBLE SILL FOUNDATION ANCHOR BOLT CONNECTION FOUNDATION 513' DIA ANCHOR BOLT 'I ANCHOR BOLT CONNCCTON SUPPORTING MAXII SPACING SILL PLATE TO FOUNDATION 1STORY TYOU RAVL $PAGE OR POOUI SILL PLATE TO FOUNDATION2 STORIES W. OU 4 PACED FO NDATI N '.,WALL BOTTOM PLATE TO FOUNDATON 1.2 STORIES 5r OC SLAB-O"RADE _.. USE WITH 3x3 SQUARE WASHERS (USP LBPS58 OR BP583) KING STUDS CRIPPLE STUD HEADER JACK STUDS ECTIONS SILL PLATES -AP JOINTS) aTION WALL t SILL PLATES TO FOUNDATION ANCHORING �z n � z fl[ - I TTS o 0 y \SCyFr r� t s p d 9} C 2 ti 0525�u ��kill �� sso u ii L � g z -6 N g N N Z � O L �/ 1. •. F . 0525�� ^.h 4 �1 FEss\o 63 L �z kill T , z� N 9,22 Z � � O v s - ,� � r R� r ESS%O n , �i ƒz � / \ ¥ • / e p $ ƒ � & 2 d .. ��.� . . .. .. �... . . .. ... / $ � » ± d°<7 � � 7 K2. dt m \ � +<« my« arr7r rrV5 � �\ . © C $ Of— N re\S \� > #0.°�` =e ` +f 63) SNSATNIN(i � cC i r 'OF ;ril'J%1.55 Kiri; rS1.T 2"x6" CO��Ar TIS 4' O" OC �z � g z � N �"- CS Ailfi l/VA1yr, SNIrLV n' �rO t 2,il,, from Fpa or poor 2"dull CS MI, AHP �3�cr.tilr��G PrjlTr) r�rrir der IIS 2" X 6" CCA 51L - W/ T,pNJ1f 5HIS�b NvK-Oor t�M5 -& 2' -0'' 0 7Z"x24" ',2" rOOM6 OI?CSp _— — — — —u _ — All 1Y 10x10 6,16 Wlpr M55N - /,terJp. I DELI: & PORCH _OfHSTRUCTIOGI DETAILS a WIlID D'r;D PATH C01,MECTIOrd DETr,ILS F-FTFF . 1 WIND RF�.F�Tl.NT rnNSTRIIi,Tllllf v,M!F( T(1PS ONNECTION LO ITT PART N M R OTES 4x4 POST TO FOOTIN- AN4CHOR PAUJA OR 44 AU44_ USE A. MIDI/"- IA r _'_ ANS "NOR B x6 POST TO FOOTING ANCHOR PAU66 OP WE(56 AU66- USE A 1,1111 1:2 NO > Y AROHOF B 4,4 POST TO GIRDER HEADER Sal PBSEa4 K 44 PSE ONE TYPE FOP EACH POST 6 PO4 TO IRDER HEeIEF ES 6 PBSE66 / KC6b bSE ON -TYPE FOP ELCH POST — TTIT, UMN TLL IPEAP L -E, 'EP L ` I' IF OT494 ISE TOP C -H S: .LUAU! _ STAIR STRIMER HN TIOII TMJS6 aR MPA1 SE ON EACH STRIHIEF rlarE ,AFTER/JOIST TO HEADED. T'L JIJ FT15 ISE FOR EACH PAFTEP _ RAFTER TO LEDCLP 80AP9 TMU26 HP MPAI )SE ONE H WHERE TM PAFTP MPAI ISE J T BE USE ONLY HEADER-- 4 II II II / TYF!CAL R rjF. TO RAFTER STRAPPING RAFTER TO WALL CONIIECTIOPf ALTERNATIVE RAFTER TO HEADER-WHECTITH G :i Cl iTAIF TSE- ��7� y -,IFDER /HEADE. PI -ST PIP4 FC,FE F`0 -T, COLUM\� TFRI �EF-� , I� FIP,1 fDECF JJI4,: (ORDER,%HEADER TO POSTCOLUMf CONNECTION TRINFEF 1 DECY. iFOF.CH CONNECTIOR i I. JFFIEF.:"HE POST, M POST TO DECE/PORCH CONNECTION GIRDER +EAEE F, -,ST. GOLU1.1 JI_I`: GIRDER;'HEfl GIRDER/HEADEP TO POST COLUMPI CONNECTIOH GIRDER HEP -EP Ty POST 'COLUIdN CONNECTION CONCRETE R -IST I I ��v 12"x1 _zT 2" CONCRETE FCI TRA4�� P05T TC� FOOTNF rrrN NEQTIOPI VVG ID JC GIRDEF, HEA Vv'CE JC fou F 1UFE E dMe oCc TS?C a' s RuTroNs iIT ACHIEE MAAMON PLIFT u.0 CA A' T, NAILING SCHEDULE �..�._ ennc caen��nln JOIST TO GIRDER/HEADER C0NI4ECT,-rJ 71ST FFEADE=. T T ORDER T9 CONCRETE PIER CONNECTION a phi TxE" urE °� °Xin.a x a- see¢ —== swam rlarE _ T T I � L L\1 o — LLL - _ _ - - - _ __ I T - _ - - - - - ;-I HPND RFT. fir,? - d 2005 2k6.•Ac.Qa— — — _ Bo,T6D 1 TECO I'l —0 1 4RRP�1 r cl Z,(B'AiQ, 12"OC PCQ .� I Di I O 19 I D D I © I IS [=AP �— E------ C agar I:��c�NcaeT� - -- _N L Fmi95 I ��_ / �' C26S5_JECTio� REAR DeCK — l�_�°Nor DRRWN To Sca IE" Lj o D„ F oNT 'PORC H SCRLE '*Loll— Mil 38'-o' I Yh -- o2CN� L`.ZOSS SECTIgJ�F20NT � „NOT L7RPWNTo SCFiLE Taco Tern O`X"-- 3' Ra, JOSEPH FISCHETTI, PE PROFESSIONAL ENGINEER 1725 HOBART RD / PO BOX 616 SOUTHOLD, NY 11971 631-765-2954 4x4, Pos4 r� Ii- � fJ q JOSEPH FISCHETTI, PE PROFESSIONAL ENGINEER 1725 HOBART RD / PO BOX 616 SOUTHOLD, NY 11971 631-765-2954 4x4, Pos4 r� JAN 1320. p•L �'G. 0 E PT. io -D k ilk: , 071 4t ;_-7 kr 7 711 1 NZ I f 31 7 77777�� Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT*** Date: 07/29/05 Receipt#: 8547 Transaction(s): Reference Subtotal 1 1 Septic Permit - Construct - Resid. 3494 $10.00 Check#: 8547 Total Paid: $10.00 Name: Gallagher, Courtney P.o. Box 2047 Greenport, NY 11944 Clerk ID: FRAN Internal ID: 3494 5 •� I /f T' -r -I-) rY T- ttV7 Appl•imtl Date. Owners Architect/ Submitted:' SCTM '#: District: 1,000 Secdon: Block: �t,oi.: ProjectSubdivision ICU r- $iqk d: separate Required cetltfcation: syr No JCA R" !_ottiat District: ' �-%� (t.ol size: .t! v '� AcINaL' J (l,of cuvcragc Alcoposcd ' Rey. fk y i Y/l (J'ront Pard Propoied: J' (Ssidice Yard Q� / 7,) I'ropose4: !/ J (Rear Yacd _%�__ Prutascd• Project Description: PXQ.U1[RltD FOR FTYTEW N.A. LI4 YES lei r Suffolk County Healtl : Dept. b—o •00C. 7 Now York State. D. E-- C. Towrx Trustees Town Zouing Board approval: Town Plantxi.ag Board approval: _ l Flood .plane Elevatioin M Flood Zone:'