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HomeMy WebLinkAbout33201-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPA=RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33622 ~te: 03/26/09 THIS C~TIFIB$ that the building NEW DWELLING Location of Property: 400 GRANDVIEW DR ORIENT (HOUSE NO.) (STREET) (HAMLET) Cowry Tax Map No. 473889 Section 14 Block 2 Lot 3.32 subdivision FiledMap No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 18, 2007 purs~-t to which Building Perm/t No. 33201-Z · dated JULY 1, 2007 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 CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE& COVERED FRONT PORCH AS APPLIED FOR. The certificate is issued to DANIEL P & KAREN M GERRITY (OWNER) of the aforesaid building. S~P~)LK CO~ DEP~/~T~4~NT OF }~J~TH APPRO~KAL Ri0-06-0101 03/24/09 BI~-rKIC~Ju U~K-rIFICATE NO. 3028368 10/07/08 PL~ C~KTIFICATION DA'r~ 12/11/08 H~RDY PLL~4BING & HEATING Rev. 1/81 r- Form No. 6 Tow oF SOUT.OLD I 111 TO~ ~L III III /11 I APPLICATION FOR CERTIFICATE OF OCCU~~ This application must be filled in by t~ewriter or i~ ~d sub~tted to the Building Department with the Ionowln[~ A. For new building or new use: Final suFeey of property with accurate location of ali 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 ceriifying that the solder used in system contains less than 2/10 of 1% lead. 5. Cotmnercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance froln architect or engineer responsible for the building. 6 Submit Planmng Board Approval of completed site plau requh'ements. For existiag buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: I Accurate survey of property showing all property liues, streets, buildiog and unusual uatural or topographic features. 2 A properly completed application and consent to respect signed by the applicant. Ifa Ceilificate of Occupancy is denied, the Building Inspector shall state the reasons therefor io writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additious to dwelling $25.00, Alterations to dwelling $25.00, Switmning pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $10000 3 Copy of Certificate of Occupancy - $.25 4 Updated Certificate of Occupancy - $50.0i) 5. Temporary Ce~qficate of Occupancy - Residential $15.00, Conunercial $15.00 Date. / xxx Old or Pre-existing Building: (check one) New Coustm~tiou: Location of Propm~y: 400 GRANDVlEW DR ORI~IqT House No. Street Owner or Owners of Proper~y: D~NIEL GERRIT~ Suflblk C~)unty Tax Map No 1000, Section lb, Subdivision GR/~IDVIL%I ESTATES Permit No 33201 Date of Permit. 7/1/07 Health Dept. Approval: YES Planning Board Approval: NA Hamlet Block 02 I.ot 3.32 Filed Map. 7089 Lot: 28 Applicant: DAN GERRIIY Underwriters Approval: ~S Request for: Temporary Certificate Fee Subnfitted: $ 25.00 Final Certificate: (check one) Applicant Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33201 Z Date JULY 1, 2007 Permission is hereby granted to: DA/qIEL P GERRITY 8 SUNSET AVE LYNBROOK,NY 11563 for : CONSTRUCTION OF A NEW SINGLE F~4ILY DWELLING WITH ATTACHED TWO CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 014 pursuant to application dated JUNE Building Inspector to expire on JANUARY 400 GRANDVIEW DR ORIENT Block 0002 Lot No. 003.032 18, 2007 and approved by the 1, 2009. Fee $ 2,084.00 Auth~i~zed Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. n orr h fork.net/Sout hold/ Approved Disapproved a/c PERMIT NO. Building Inspector BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the fogowi~ow~g, before applying'/ Board of Health 4 sets of Building Plans Plarming Board approval Survey. ~ Check Septic Form ~ N.Y.S.D.E.C. Mail to: ~..d). ~z ~'1 C~ceeta?or~ IO~ }lClqCl ?ho.~: '7~5 - qqO0 APPI?ICATION FOR BUILDING PERMIT ., ~..~..~ Date 3(...kC3e I ~) ,20 O'7 " ' INSTRUCTIONS '\a. This ~al~plieatis~rf MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of ~ans,~c~.~rate plot plan to scale. Fee according to schedule. l~Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. [f 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 thc 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 buildthgs, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing cede, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (~our'--L-ne,z C'-;Q I~c,.c~ her-' (Signature of applicant or nan~e, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contracto~, electrician, plumber or builder cxqe -? Name of owner of premises I (As on the tax ro or atest deed If applicant is a corporation, signature of duly authorized officer (Ihl, sl~ne and title of corporate officer) Build~lLLicense No. I 30~.O H'~ Plumbers License No. [ ~ ~ Elec~cians License No. ~ ~ Other Trade's License No. I. Location of land ,on which p[gposed worl~ will be done: . House Number '- Street County Tax Map No. 1000 Section I q Block O '2.- Subdivision ~D.'r"rl~'~ ¥1e~ ~Jr~_~ Filed Map No. (Name) Hamlet Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy S I ~C~ e - "~r_.~ F(~ J LS/ ! r~:,i (~ e ('~ 3. Nature of work (check which applicable): New Building ~ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost l~ ~(I~OjOC~O.E~O Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units I Number of dwelling units on each floor A~ft~ If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. PO//Of- 7. Dimensions ofexisting structures, ifany:Front M/iq- Rear t~//A- Depth ~A//~- Height pY/~q. Number of Stories Dimensions of same structure with alteration,s or additions: Front '72. ~- I u Rear ~ DepthV'lll'i~TJ - ~°1'~" Height 35 ~ct~ec. ~ )lan Number of Stories 8. Dimensions of entire new construction: Front ~-"' I" Rear c~5~/0t' Depth ~ i. ~, Height ~,~'L 0t, Number of Stories ,.~. 9. Size oflot: Front 150' Rear I~-'~' Depth 2.~)~.(D7~ 10. Date of Pumhase Name of Former Owner Il. Zone or use district in which premises are situated nh a. I 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ~ 13. Will lot be re-graded? YES NO ~( Will excess fill be removed from promises? YES ~ NO 14. Names of Owner ofpremises'Do.r~ Cwe~',~/ Address 8 ~lr,~ Iq-~- Phone No. ,~--1~-~SfS~-qqq~ (~ynl~roolc ~t3 Name of Architect ~Vi5 ~fY~3rt~2~ Address '~,A. Phone No I ~,,~ NameofContractor ~}'~t~ ~o,~4,k'O.- Address?~b{~a~OUt-7 PhoneNo.~O 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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 toproperty hnes.' ~' 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF CO~Naiame'~o f ~yv .d~uu~al~s .\)fin g~con~t r~ac t )~abov e name d,being dumy sw°m' dep°ses and says that (s)he is thc applicant (S)Hc is thc /~O~ ~.¥~"~ (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 arc true to the best of his knowledge and belief; and that thc work will be performed in the manner set forth in thc application filed therewith. Signet u.t.~ of Applicant BONNIE J. DOROSKI N0ta~ Public, S~ Of N~ Yod[ Ho. 01006095328, Sdfolk ~uM/ Term ExpiresJulyL20 )~, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ~.~ILATION [ ~J FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PEh,-~.ATION REMARKS: ~ ~) DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECT/ION [ ] FOUNDATION 1ST [//~ROUGH PLBG. [ ]INSULATION ~'/~J~/'~- [ ] FINAL [ ] FiRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: DATE INSPECTOR~/~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. .~~~.~i ],~:fl~DATION 2ND I ]INSULATION FRAMING / STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~~ ~ (4~ t/~.[ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]~)UNDATION 2ND [ FRAMING__ / STRAPPING [ FIREPLACE & CHIMNEY [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CO#STRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FO~JNDATION ¶ST [ [ ,.~'FOUNDATION 2ND [ ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY [ ] RRE RESISTANT CONSTRUCTION REMARKS: .~~: ] ROUGH PLBG. ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE --~~) ~-- INSPECTOR ~~'~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ F~OUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACe&CHIMNEY [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ~ INSPECTOR vmg,o ~SPEC~ON ~'ORT ] ~AT~ I c°vnvn~ts FO~DATION (1ST) ~.' ...................................... 7~ x~~ ~-. J ~ ~ 'cz' .~~ / ~-~ ~ou~~G& ' ' / '~ ~/ ' ' I / // ' ~ ~S~ATION PER N.Y. -~ '~' ~ STATE ENERGY CODE ~ ~DITION~ COUNTS ~ Iq,- a - 3.33 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 Upon the application of CERTIFIES THAT .~ 3,~/ upon premises owned by JIM SAGE ELEC. INC. PO BOX 38 GREENPORT, NY 11944-0038, DAN GERRITY GRANDVIEW DR. ORIENT, NY 11957 Located at GRANDVIEW DR. ORIENT, NY 11957 Application Number: 3028368 Certificate Number: 3028368 Section: BELowBIock: Lot: Building Permit: 0 BDC: ns11 Described as a Rasidautial occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the ?th Day of Oetol~er, Name OTY Rathe Rating Circuits Type AdditionalCharges MFG-Avis America-serial fK)20907 modular house with site built basement and attached garage NY State approval #19-41158 Alarm and emergency equipment Sensor 1 0 Appliances and Accessories Air Conditioner I 0 Furnace I 0 Pump Motor 1 0 Service Service Disconnect: 0 ServicelPhase3w Service Rating200Amperes Wiring And Devices Fixture 4 0 Fixture 6 0 Outlet 10 0 Continued on Next Page 1 of 2 0 Smoke Above 1500 BTU Gas I H.P 200 cb Incandescent FixtUm sea ! This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by JIM SAGE ELEC. INC. PO BOX 38 GREENPORT, NY 11944-0038, DAN GERRITY GRANDVIEW DR. ORIENT, NY 11957 Located at GRANDVIEW DR. ORIENT, NY 11957 Application Number: 3028368 Certificate Number: 3028368 Section: BELOW Block: Lot: Building Permit: 0 BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 7th Day of October, 20os. Name 0TY Rat__~e Ratm~ Cir(;~i~ ~ Outlet 10 0 Gen, Purpose Receptacle 3 0 GFCl Receptacle 6 0 Gert, Purpose Switch 5 0 Gen, Purpose 2 of 2 seal This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. TEL. 765-1802 TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR P.O. BOX 1179 TOWN HALL SOUTHOLD, NY 11971 CERT[FYCATXON Building Permit No.~-~'~'C-'~\'~---- Owner..~O..r-~ ~<,~ ~"~ (please print) Plumber: Hardy Plumbinq, Heatinq & Air Conditionino (please print) Sworn to before me this 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. DONNA SMITH Nota~' Public - State o~ New York No. 01SM6179351 Qualified in Suffolk County My Commission Expires December 24, 2011 To:Pat Page2of2 2007-07-O313:3~:11(GMT) 631.614.3516 From: Joseph Fisc~etti, PE PROFESSIONAL ENGINEER 1725 HOBART ROAD I PO Box 616 SOUTHOLD, NEW YORK 11971 TEL: 631.765.2954 · FAX: 631.614.3516 · e-mail: joseph~flschetti,com Date: Reference: July 3, 2007 Gerrity Building Permit Southold Building Dept PO Box 1179 Southold, NY 11971 Dear Sir, Please be advised that the anchor bolts used to attach the sill plate for the above referenced new home in Orient shall be 5/8".  ~h Fischetti, P.E. 07-03-2007 0B:37 SOUTHOL_D BUlL~DING DEPT 16317659502 PAGE2 REScheck Software Version 4.0.1 Compliance Certificate Report Date: 05/11107 Data filename: C:\Program Files\Check\REScheck\13062985.rck Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County, New York Conslruclion Type: Detached 1 or 2 Family Healing Type: Non-Electric Glazing Area Percentage: 14% Healing Degree Days: 5750 Construction Site: O~enL NY Owner/Agent: Designer/Contractor: Builder lac. Avis Americ~ P.O. Box 916 180 Henry Street Quogue, NY 11959 Avis, PA 17721 631-288-1749 570-753-3700 Ceiling 1: Flat Ceiling or Scissor Truss: Wall 1: Wood Frame. 16" o.c: Window 1: Wood Frame:Double Pane: Door 1: Solid: Door 2: Solid: Door 3: Glass: Floor 1: AlbWood JoislfTruss:Over Unconditioned Space: 1736 30 0 0 0 61 2973 19.0 0.0 149 375 0.380 143 60 0.280 17 20 0140 3 40 0.390 16 1736 19 0 0 0 82 The proposed building represented in I~is documenl is consistent with Ihe building plans, specifications, and other calculations submiged with this permit application. The proposed syslems have been designed to meet the New York State Energy Conse~alion Conslructi~ Code requirements When a Registered Design Professional has slamped and signed this page, ~ey are atlesling that to ~he best of his/her knowledge, belief, and professional judgment, such plans or space, cations are in compliance wilh this Code. Signature Date Page 1 of 4 PDF created wilh pdfFactory trial version www.pdffactor~ corn Inspection Checklist Date: 05/11/07 Ceilings: [] Ceiling 1: Flat Ceiling or Sdssor Tress, R-30.0 cavily thsulalion Comments: Above-Grade Walls: [] Wall i: Wood Frame, 16" o.c., R-19,0 cavgy tasulaiion Commenls: Windows: Window 1:Wood Frame:Double Pane, U-faclo~: 0.380 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes Comments: No Doom: [] Door 1: Solid, U-factor: 0280 [] Door 2: Solid, U-factor: 0140 Comments: [] Door 3: Glass, U-factor: 0.390 Air Leakage: Vapor Retarder: [] installed on the warm-in-winter side of all non-venled framed ceJJings, wails, and floors. Materials Identification: [] Mategals and equipment are installed in accordance wgh the manufaclurer's inslalta§on instructions [] Materials al~d equipment are identified so that compliance can be determined. [] Manufacturer manuals for all installed heating and cooling equipment and service waler heating equipmenl have been provided Insulation R valaes and glazing U-factors are clearly marked on the building plans or specificatinns [] Insulation is installed according Jo manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: [] Supply ducts in unconditioned attics or oulside the building are insulated to R-8. [] Relurn ducls in unconditioned attics or outside the building are insulated to R~. [] Supply ducts in unconditioned spaces are. insulated to R-8 Page 2 of 4 PDF created with pdfFactory trial version www. Ddflactor¥.com .Electric Systems: Fireplaces: Circulating Hot Water Systems: Swimming Pools: Heating and Cooling Piping Insulation: Page 3 of 4 PDF created with pdfFactory trial version www. Ddffactory..com Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circt~lating Runouts Circulating Mains and Runouts Heated Water Up to 1'* Up to 1 25" 1.5" to 2.0" Over 2" Temgerature (°F) 100-139 0.5 05 0.5 1 0 Table 2: Minimum Insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes Fluid Temp. Piping System Types Range(OF) 2" Runou~s I" and Less 1.25" to 2.0" 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 1.5 2.0 Cooling Systems Chilled Water. Refrigerant and 40-55 0.5 0.5 0.75 1.0 NOTES TO FIELD: (Buiiding Department Use Only) Pnge 4 of 4 PDF created with pdfFactory trial version wwwjpdffactory, com Avis America 15062985 5/30/2007 MWFRS Calculation The Calculations Summary Is on page 4 through 9 Building Description Pitch ?/12 Truss Spacing o.c, in TotaISpan W Total L 9 Joist + Sheathing Depth in, 10 16 Mean Roof Height 30.1 Stud Spacing o.c. 05130/2007 Ref. W~-CM 01 ASCE 7-02 Page 1 of 14 Copyright © 2006 Wallen Engineering Solutions, Inc, Avis America 13062985 5/30/g007 WFCM Applicability Limitations Mean Root Height (MRH) No stories Story height ~, 12ft, Length and Wldth :~ 800 OK OK OK OK OK OK WFCM is used for uplift only. See WoodWorks data attached for shear wall analysis and design OK Opening Exceeds LimP, s See calculations and plan for thrust beam requirements lot 17' opening Opening Exceeds Limits Thrust beam in this direction not required due to bracing by lower root OK 05J3e/2007 Ref. WFCM 01, A$CE 7-02 Page 2 of 14 Copyright © 2006 Wailer EngineedTlg Solutions. Inc. 13062985 Typical Fastener Value (2)-1 5'r~( 18 ga* Steel Strap w/(34) 15ga xl.5' leg Staples Each End 2852 Simpson (2)-LSTNB 14RJ 8860 1/2" diameter bog 1/2" diameter Anchor Bog S/8" diameter Anchor Bol~ 1/4" d~ameler Lag Screw 0.131"x3" nail (Face Nail) Lateral Single Shear 0 ~31'x3' nail/Toe Nail) Lateral Single Shear 0 ~31"x3" nail {End Nail) Latera~ Single Shear 0 162'x3 g"(16d/nail [Face Nail) Lateral Single Shear 0.162' x3 5"(16d) nail (Tee Nail) Lateral Single Shear 725 1056 1488 32O 115 95 77 202 168 Sheer Plate/Angles Simpson LTP5 Simpson A23 USP Straps ( nailed per USP Instructions) RS150 168 Straight Strap w/(18) 10d nails RS350 208 Straight Strap wi(10) 10d nails RS300 328 Straight Strap wi(10) 10d nags HTW20 148 Twist Strap (20' long) W(24) 1Od nails MTW12 168 Twist Strap (12" long) W(14) 10d nails LFTA6 168 Twist Strap (19" long) w(14) 18d flails MTW20 168 T,Mst Strap (24" long) w(14) 1Od nails LSTA9 208 Straight Strap (9" long) v~8) 1Od nails LSTA12 208 S~raight Strap (12" Ig)w(10) 1Od nails LSTA15 208 Straight Strap (18" Ig) v~12) 1Od nails LSTAlg 208 S~raight Strap (18" Ig) v~14) 10d nails LSTA21 208 Straight Strap (21" Ig) ~,~16) 10d nails LSTA24 208 Straight Strap (24" Ig) w(16) 10d nails LSTA30 188 S~aight Strap (30' Ig) u,~32) 100 nails MSTA18 188 Straight SIrap (18" 18) w~14) 10d nails MSTA24 188 Straight Slrap {24" Ig) w~18) 10d nails RTl0 lgg Hurricane Anchor PHD8 Bolt Down Foundation Anchor PHD2 Bolt Dow~ Foundation Anchor 7/16" OSB with 2"xl 6 ga staples 6-adOigonal per stud and 6-aa Z-Lbs. 510 565 1275 755 625 1325 1030 1030 1030 730 910 980 980 980 980 1305 1275 1305 585 36O Re1 WFCM 01 ASCE 7-02 Page 3 of 14 Copyright © 2006 Wallen Engineehng Solutions. Inc. 13062985 Shearwall and Connection Summary See Below For Calculations Shearwalls 1.5"x20 ga. Steel Strap w/(17) 16 ga x 1.5~ ~eg Staples Each End Anchor Bol~ spacing for Upl~t: 48 in. o.c. max 4 - ;3.131"x3" nail (Toe Nail) Lateral Single Shear 4 - O 131"x3" nail (End Nail) Lateral Single Shear First Story 122 - 0,131"x3" nail (Face Nail) Laterat Single Shear, 2.$63in For sheathing In place of straps ~CD=I.6 Fasteners requl/ed in addition to shear wall fasteners Sheathing to overlap min. 4" onto perimeters wth 71~6" osb or plywoed Let value/16gax2"xT/16"cr~vn staple 58 lbs each truss Lat value ~3113x2,5"nail 82 lbs Ceiling perimetel 2x8 min.=> 16 Stpl/bay/Stud 11 Nail/bay/Stud 15 Stpl/bay/Stud 11 Nail/bay/Stud F~ef WFCM01 ASCE 7-02 Page4of 14 Copyrlght©2006Wallen Engineering Solutions, lnc, Avis America 13062988 5/30/2007 Shearwall Fastening Design for Longitudinal Shear (See Woodworks Data fer Wall Line Identification and Load Analysis) Shea~vall Plate to Floor Perimeter, Floor to Ceiling Perimeter, and Ceiling to Top Plate or Floor to Foundation Sill 0.131"x3" nail (Toe Nail) Lalera[ Sfngle Shear Z = 95 Lbs 0.131 'rx3" nail (Face Nail} Laterat Single Shear Z = 11 g Lbs Sample calc. (pracedure for other lines is similar): Required = V(Ibs)/Z/L bot plate = 15189.39/95/33.5 = 4773 per foot Spacing -- 12/Required = 1214 773 = 2,$ inches o.c. max spacing 1.8 05/30/2007 Ref, WFCM(21 ASCE7-02 Page 5 of 14 13062985 V(Ibs) = 9316 V (lbS) = 5617 V (lbs) = 8881 V (~b$) = 14673 max Spacing (inl max Spacing [in) max Spacing (in) max Spacing {in) 2,7 2.3 2.4 2 3,3 2.8 3 0~/30/2007 Ref. WFCM 01, ASCE 7-02 Page 6 of 14 Copyrighl © 2006 Wallen Engineering SoluPons, inc. Av~s America 13062985 5/30/2007 Collector Design for Shear Connection to Top of Shear Wall (See Woodworks Data for Wall Collector (Drag Strut) Identification and Load An~sis) Module to Module in Floor Rated for V lbs Sample talc, (procedure for other ~ines is similar): For Collector Fastening; Wall to Ceiiino od Wall to Roof Diaohraom . angler Ceilino to Floor DiaDhraom See Longitudinal Fastening in previous section. For Fastening of Colleclor Between Modules g rovide Fastener for Value of V {lbs) Below Modute to module collector connections, use Simpson HTTg2, or HHOQ tYpe used horizontally and connected with threaded rod or bol~s. Substitutions of different brands el equal type and capacity may be made. Tension Member l,(psi)--P/Ane/= 3166/13.875 = Z28.2 psi OK<560 F =' = F,CoC~ = 350 psi 11,6)(1,0) = 560 CollecIor Line ID, Story = Col V (lbs) = 3166 Ref WFCM 01 ASCE 7-02 Page 7 of 14 Copyright © 2006 Walle n Engineering Solutions, Inc. 13062985 Sill to Foundation Analysis and Design for Longitudinal Shear Spacing = (Lsiil-2)/(Required - 1) = 133.5 - 2) / (13 * 1 ) = Wall Line ID Above Sill = 1,1 Sill Length (ft) = 335 V line = 18227 Wall Line ID Above Sil~ = 7,1 Sill Length (fl) = 35 Wail Line ID Above Sill = E,t Sill Length (fi) = 42.7 Anchor Bolts begin rain 4", max 12" from exterior of wall comer, 112' max Spacing (fi) = 1 .g ft o,c. max spacing 5/8' max Spacing (ltl = 2.8 ff o.c. max spacing 1.5 /t o,c. max spacing 2.2 ft o.c. max spacing 1,2 fl o,c, max spacing ~,? ff o,c. max spacing 1/2' max Spacing (~t) = 5/g' max Spacing (fl) = 2.1 ff O.c. max spacing 3.3 ~ o.c. max spacing 1/2' max Spacing (~t) = 5/8' max Spacing (~t) = 2.5 ff o.c. max spacing 3.7 f~ o c. max spacing Avis America 13062985 5/30/2007 Floor Diaphragm Continuity Top Story Module to Module at Floor and Roof/Ceiling Pedmeter Along Mate Line 1/2" boll quanti~y requirements = 8 minimum Modu]e lo Module at Floor and Roof/Ceiling Perimeter Ends of Module (21-1 5"×22 ga. S(eel Strap wi(30) 16ga ×~.5" leg Staples Each F~d First Story Special Requirements Ref WFCM 01, ASCE 7-02 gage g of 14 Copyright © 2006 Walle n Engineering Solutions, Inc. Avis America 13062985 5/30/2007 Uplift Load Analysis and Connection Design Design Data Roof &Ceiling Dead Load (DLR) 18 psf Wall Dead Load (DLW) 4 psf Floor Dead Load (DLF) 10 psf Ceiling only DL (DLC) 5 psf Roof Span 39.7 fl Truss Spacing (TOC) 16 in Uplift Connection Load from WFCM 2001. Table 2.2A/see note 2,) 693.395 PLF (Wup)(TOC) 693.395'16 (1 fLH2in) 924.5 898,9 824.4 Lbs Lbs Ref WFCM 0 ~, ASCE 7-02 Page 10 of 14 Copydgh~ © 2006 Wa~le n Engineering Solutions Inc. Avis America 13062985 Side Wall First Floor Perimeter to sgl Tiedown Load and Design Sidewall Uplib at Sill W~, = (Plsb/SOC) * 0.6'(DLF)'(W1/4) = 824.4 (12/16) -0.6(10)/3g 714) = Anchor belt Strap Tie Dow~ Load 1/2" Anchor Bolt Spacing (BOC)= 48 in, max (2)-1 .blrxl 8 ga. Sleel Strap w/(34) 15ga ×1 8" Jag Staples Each End Or Connection~o provide gg3b.2 Lbs. tension Wrap under sill al each Anchor Bolt Location Perimeter Beam Bending Check Ceiling Diaphragm Lateral Load Wind J- to ridge From WFCM 2001 Table 2.SA Roof Pitch Table Span Table Load Perpendicular to Ridge 9/12 36 293 PLF 48 361 PLF Wind u to ridge From WFCM g00~ Table 2.5B Table Span Table Lead Perpendicular to Ridge 36 178 PLF F 48 213 PLF inleroolated Span/Load (W,~of..) -- 39.7 I 1874 PLF I (W~.¢.,¥ = Wroof u (CMRH)(CWH) = ( 187.4)(1 3g)ll.125) = 293 PLF 5588 plf 05130/2007 Ref WFCM 01 ASCE 7-0g Page 11 of 14 Copyright © 2006 Wailen Engineering Solutions. Inc. AvisAmerlca 13062985 5/30/2007 Floor Diaphragm Lateral Load Wind .L to ridge From WFCM 2001 Table 2,SA V'~nd load ~L ridge =[ (W,o,,~') = W~loorJ-(CMRH)(CWH) = (219)(1.39)(1 125) = gl9 PLF I g42,5 PLF Z = 95 Lbs 4 - 0.131"x3" nail (Toe Nail) Lateral Single Shear 4 - 0,131"x3" nail (End Nail) Laleral Single Shear Per Stud 05/30/2007 Ref WFCM 01, ASCE 7-02 Page 12 of 14 Copyright © 2006 Wallen Engineering Solutions. Inc. Avis America 13062985 5/3012007 Diaphragm Fastening Desigr Top Story Horizontal Diaphragm Requirements and Design for Conttnulty (Based on Deep Beam Shearl Z bolt 5480 Lbs 725 Lbs/bolt 8 bolts requlred Module to Module Strap requ[remenls at Floor Perimeler Ends (Based on Chord Continuity) Module lo Module Strap requirements a~ Floor Perimeter Ends 05/30/2007 Avis America 13062985 5/3012007 Corner Stud Connection for Worst Case Hold Dowr Top Story Corner Stud Connection for Worst Case Hold Oown Max Uplift from Overturning = 8000 Lbs OR 320 Lbs 44 - ~/4" diame~el Lag Screws equaJly spaced OR 1/4" diameter Lag Screw Z = Required -- UUZ = ~4000/330 = F~ef WF CH 01 ASCE 7-02 Page 14 of 14 Copyright © 2005 ~]allen Engineering $olutio~ls inc. LOT NUMBERS REFER TO "GRANDVlEW ESTATES' FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JUNE AS FILE NO. 7089. N 1982 SURVEY OF PROPERTY A T ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. I000-14-02-$.$2 SCALE: 1'--40' SEPTEMBER 5, 2006 o~ ~ AREA=40,O00 SO. FT. · =MONUMENT ELEVATIONS REFERENCED TO AN ASSUMED DATUM. I am familiar with the STANDARDS FOR APPROVAL AND ConSTRUCTION 07 SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and williobide by the conditions set forth therein and on the Permit to construct. The location of wells and cesspools shown hereon ore from field observations and or from data obtained from others. ANY ALTERATION OR ADDITION TO THIS SURVI~Y IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAH~ EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CE'R~. FICA TIONS HEREON ARE VALID FOR THIS MAP AND COP/ES THEREOF ONLY IF SAID MAP ~ COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE 5~G. NATURE APPEARS HEREON LoT 27 .... TEST HOLE DATA McOONALD GEOSCIENCE ~ ,v:t~ ~C'~.~.~:· ~ ........... ~ ~ t 2::-::::::---z ~r-~-~/~ "~'' ~ I n~'~oe eL. ZO4~ ~_, , f t ~%~ / PROPOSED SEP~C SYS~M (FOUR BEDROOMS) [~] 8' DIAME~R x ~ HI¢H PRECAST CONCRETE LEACHING [)] 1,000 GALLON SEP~C TANK. NO TE~ SUBSURFACE SEWAGE DISPOSAL S YS TEM DESIGN JOSEPH FISCHETTI~ P.E. HOBART ROAD SOUTHOLD, N.Y. 11971 (65/2 765 - 2954 , ¢EcoNIC ~t~ (631) 76,.5-55 P.O. BOX 909 1230 TRAVELER SOUTHOLD, N.Y. 11~. 52' OF NEI~ LOT NUMBERS REFER TO "GRANDVIEW ESTATES" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JUNE 8. 1982 AS FILE NO. 7089. N SURVEY OF PROPERTY A T ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-14-02-3.32 SCALE: 1'--40' Z LOT 29 (DWEJJ-JNG) N82'10'40"£ · 4~,~ PROPOSED SEP~TC SYSTEM (FOUR BEDROOMS) ~0~ [3] 8' DIAMEIER x ~' HIGH PRECAST CONCRETE LEACHING RINGS [1] 1,000 CALL(~I SEPI1C TANK. NO TE' AREA,,40,O00 ~)0. FT. TEST HOLE DATA SUBSURFACE SEWAGE DISPOSAL McDONALD GEOSClENCE SYSTEM DESIGN · =MONUMENT 9/1/06 BY' JOSEPH FI$CHETTI, P.E. ~ HOBART ROAD ELEVA IIONS REFERENCED TO AN ASSUMED DATUM. ~--~2' m~W mn, LO4U O~ SOUTHOLD, N.Y. 11971 I [ ~MOf~I~TY.~AI~.~y~TMZ*~al (631) 765 - 2954 Iorn fornilior with the STANDARDS FOR APPROVAL ~--~' ?~L~ ~ ~ TO.mUSSeD ~ AND CONSTRUClTON OF SUBSURFACE SEWAGE ~--Jg.~ DISPOS..A.L SYSTEMS FOR SINGLE FAMILY RESIDENCES J I wa~:~ ~, PA~- a~oa~ ~ ro ~ s4~o ~ /,,~.~ OF NEw ond w,ll chide by the conditions set forth therein ond on the ~--j,3' perrmt to construct I I eD_ · ' wA~a~oa~u~Y~Y~es~ro_~rscac~ The Iocotion of wells ond cesspools shown hereon ore ~ ,~ from field observoUons ond or from doto obtoined from others...t--'-~3°'.,~.a~,w c~Y~**,'~ ..~-~' .~-~w~ 49618 ANY AL TERA?ION OR ADDlll(~V I-0 THIS SURVEY IS A WOLA170N ] I ~v CI~Y OL a CH /dr,~,~,~. ~,W~b~v~'~/ ]_ ] 0=' SEC~70N 7209 OF THE NEW Y(~r~K' STATE EDUCAI7ON LAW. ] 14~. / '~- m~N~'~.c~"'~.~. EXCEPT AS PER SEC.ON 7209- SUBDIWSION 2. ALL CCR17FICA ;7ONS [---] (631) 7 6 5- bq~~~5-179 7 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF I I ~ ~ ~ ~z s~o s~ P.O. BOX 909 ~"~'Oi ~-'-~-~c;_~_/ s,~o ~P OR COPIES BEAR THE I~RESSED SEA~ OF THE SURVEVOR I ~ t250 ~ ~£ER ~.~ , - · SOUTHOLD, N.Y. 71971 I LOT NUMBERS REFER TO "GRANDVlEW ESTATES" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JUNE 8. 1982 AS FILE NO, 7089. N S.C.D.H.& R£F. l~ RIO-06-OIOI A B ST 17' 19' LP ~11 29' 32' LP ~¢2 43' 42' LP ,~J 27' 20' SURVEY OF PROPERTY A T ORIENT ~'OWN OF SOUTHOLD 7FFOLK COUNTY, N.Y. 1000-14-02-3.32 SCALE' 1'--40' SEPTEMBER 5, 2006 JANUARY 17, 2007 (SEPBC SYSTEM) AUGUST 20, 2007 (UNDER CONSTRUCBON) AUGUST 26, 2008 (FINAL,) JAN. 28~ 2008 ~W4 T£R LINEI LOT 29 z N82'10'4'0'1~ ~ o \% LOT 27 (v^c~'O · =MONUMENT ELEVA I~ONS REFERENCED TO AN ASSUMED DA TUM. I om fomilior with the STANDARDS FOR APPROVAL AND CONSTRUC170N OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ond will obide by the conditions set forth therein ond on the permit to construct. The Iocotion of wells ond cesspools shown hereon ore from field observotions ond or from doto obtoined from others. ANY ALTERATION OR ADOI~ON TO THIS SURVEY IS A 140LATION OF SECnON 7209 OF THE NEW YORK STATE EDUCABON LAW, EXCEPT AS PER SECnON 7209-SUBDIVISK~I 2. AU. CERTIFICAI~ONS HEREON ARE VADD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COP/ES BEAR ~E IMPRESSED SEAL OF THE SURVEYOR Iff-lOSE SIGNATURE APPEARS HEREON. TEST HOLE DA TA McOONALD CEOSCI£NCE 9/~/o6 2' BRO~aV ~.TY LOAM O~ f_ i~. :~- . > .~ .~.~ s~or c~ a * c~ !~dECONtC' ~,i~YQ~5 P C ~' ~~~-~'~ - 06~ 214 SOU~, N.E 11971 -- IF 13f162985-W.wsw Level 1 of 2 WuodWbrks® Shearwali~ WoodWorks~ Shearwalls 7.01 May 23, 2007 17:08:53 shear walls to have corner fa~,tening made per MWFRS calculations See calcs for thrust beam fasten ends to ceiling or floor joists for beam reaction. Ibelw~en modules peri o allow sheathing to extend 3790 lb hold down ,-t~ 1 ~1~ ongltudinal shear, upli~, and hold down for~s in bo~ dire~ions. Legend Jesigned by the foundation designer, and is not designed within MATER~LS b WALLGROUP Wall Sheathing lin] Fasteners Spcg [in] Framing Members lin] Apply Grp Sari Material Thick Orient Size ]ype Ed9 Fid BIR9 ~pecies G Spc Notes 13062985-W.wsw Level 2 of 2 WoodWorks® Shearwalls 7.01 May 23, 2007 17:08:53 IAII shear wails to have corner fastening made per MWFRS calculations :o allow sheathing to extend adjacent walls, 2,ollectors shown on this plan are truss/rafters, or :astened to lruss/rafters in the ceiling above, and aslened to the walt below, unless holed otherwise. See MWFRS for collector connection value,| fastening of collectors to walls, corner stud 1 connections, uplift fastening requirements, and diaphragm continuity. Multi-Loaded Beam[ 2003 International Building Code (01 NDS) ! Ver: 7.01.10 BY: John Wallen, Wallen Engineering Solutions, lnc on: 05-30-2007: 07:09:53 AM Proiect: Avis America 13062985 - Location: Thrust beam fur rear wall at 2nd floor/ceiling level Summary: ( 2 ) 1.5 IN x 9.25 IN x 17.25 FT / 2.0 Ri~idlam LVL - Roseburg Forest Products Section Adequate By: l&0% Controlling Factor: Moment oflnertia / Devth Required 8.8 In * Laminations are to be fully connected to provide unilbrm transfer of loads to all members Center Span Deflections: Dead Load: DLD-Cente~= 0.03 IN Live Load: LLD-Centem 0.96 IN = L/216 Total Load: TLD-Center- 0.99 l]q = L/209 Center Span Left End Reactions (Support A): Live Load: LL-Rxn-A- 1639 LB Dead Load: DL-Rxn-A 60 LB Total Load: TL-Rya~-A 1699 LB Beating Lenath Required (Beam only, support capaciW not checked): BL-A= 0.75 IN Center Span Right End Reactions (Support B): Live Load: LL-Rxn-B= 1639 LB Dead Load: DL-Rxn-B 60 LB Total Load: TL-Rxn-B= 1699 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 0.75 IN Beam Data: Center Svan Length: L2 17.25 FY Center Si}an Unbraced Length-Toy of Beam: Lu2-Tol>~ 0.0 FY Center Svan Unbraced Length-Bottom of Beam: Lu2-Bottom 17.25 let Live Load Duration Factor: Cd= 1.60 Live Load Deflect. Criteria: L/ 180 To~al Load Deflect. Criteria: L/ 180 Center Si>an Loading: Uniform Load: Live Load: wL~2= 190 PLF Dead Load: wD-2- 0 PLF Beam Self Weight: BSW 7 PLF Total Load: wT-2= 197 PLF Properties For: 2.0 Rigidlam LVL- Roseburg Forest Products Bending: Stress: Fb= 2900 PSI Shear Stress: F~ 285 PSI Modulus of Elasticity: E= 2000000 PSI Stress perpendicular to Grain: Fc~erp- 750 PSI Adjusted Prot)erties Fb' (Tension): Fb'= 4793 PS1 Adjustment Factors: Cd 1 60 CF' 1.03 Fy': Fy'- 456 PS1 Adiustment Factors: Cd-1 60 Design Requirements: Controlling Moment: M 7325 FT-LB 8.625 Ft from left su~vort of span 2 (Center Span) Critical moment created by conthining all dead loads and live loads on span(s) 2 Controlling Shear: V- 1563 LB At a distance d from right sut)l)orl of st)an 2 (Center Svan) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): Sreq= 1834 S 42.78 IN3 Areq 5.14 IN2 A- 2775 IN2 lreq 170.56 IN4 1 19786 IN4 2000 lO00 Shear (Ihs) 0 Multi-Loaded Beam[ 2003 International Building Code (01 NDS) ] Vet: 7.01.10 By': John Wallen, Wallen Engineerh~g Solutions, lnc on: 05-30-2007 Project: Avis America 13062985 - Location: Throst beam lbr rear wall at 2nd floor/ceiling level Summary: ( 2 ) 1.5 IN x 9.25 IN x 17.25 FT / 2.0 Rigidlam LVL - Roseburg Forest Products Section Ade~L~.t~: 16.0% Controlling F~9_tor: Moment of Inertia/Depth Required g.8 In SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Load combination shovm: Controlling Shear/Moment]Deflection Diagrams 16991bs ~ 0fi -1000 -2000 gO00 4000 Moment (fi-lb) 0 -4000 -gO00 -1 -0.5 Deflection (in) 0~ 0.5 1 -16991bs ~ 17 fl ~ ~ 732~ Center Span = 17 25 fi Controlling Load Cases: Shear: Critical shear created by combining all dead loads and live loads on spm~(s) 2 Moment: Critical moment created by combining all dead loads and live loads on span(s) 2 Deflection: Critical deflection created by combining all dead loads and live loads on span(s) 2 LOADING DIAGRAM Center Span = 1725 fi B I W o o d W o rk s® S h e a rw a lis SO FTW ARE FOR WOOD DESK3 N 13062985-W.wsr WoodWorks® Shearwalls 7.01 May. 23, 2007 17:10:06 COMPANY AND PROJECT INFORMATION Project Information Company IPr~ect Avis Anmrica Avis, PA 12062985 DESIGN SETTINGS Design Code Wind Standard Seismic Standard AI=E,~A ~ 2005 SDP%~ ASC~ 7-02 AII heights AS(~ 7-02 Wind Capacity Increase Load Combinations Building Code Capacity Reduction Shear C&C Panels Wind Seismic t.40 1.00 Wnd 1.00 1.00 Nail Withdrawal Modification Max Shearwall Offset [ft] Duration Temperature Moisture Content Plan Elevation Factor Range Fabrication Service (within story) (between stories) 0. 50 0. 42 Maximum Height-to-width Ratio Plywood Fiberboard Lumber Gypsum Wind Seismic Wind Seismic Blocked Unblocked 3.5 Shearwall Relative Rigidity: Desi gned capaci t y using f I exi bi e di st r i but i on Hold-down Forces: Based on applied shearline force Seismic Materials: - Case 2 rigid diaphragm load distribution: 75% Ioads, t or si onal r~r~nt lITE INFORMATION · IBC Occupancy ASCE 7 Equivalent Category II - All others Wind Seismic ASCE 7-02 General analytic nmthod for all bldgs Design Wind Speed 120nph Use Group Exposure Exposure C Design Category Enclosure Part I y Enclosed Site Profile Class Topographic Information [ft] Shape Height Length Site Location: - Hurricane prone region Spectral Response Acceleration Sl: - Ss: - Fundamental Period E-W N-S T Used Approximate Ta Maximum T Response Factor R T WoodWorks® Shearwalls 13062985-w.wsr May. 23, 2007 17:10:06 Structural Data STORY INFORMATION Stow FIoor/Ceging Wall Elev [ft] Depth [in] Height IR] Ceiling 22.50 z o. o Level 2 13.67 22.0 8.00 Level 1 2.83 lO.O 9.00 Foundation 2.00 BLOCK and ROOF INFORMATION Block Dimensions [ft] Block1 2 Story E-W Ridge Location X,Y -- o. oo o. oo Extent X,Y = 32.00 38.67 Ridge Y Location, Offset 19.33 o. o o Rklge Elevation, Height 36.99 14.49 Block 2 Location X,Y = Roof Panels Face Type Slope Overhang [ff] North Side 36.9 1.00 1 Story E-W Ridge -13.75 4.17 North Side 36.9 1.00 13.75 34.50 South Side 36.9 1.00 21.42 0.00 East Joined 90.0 0.00 26.60 12~93 West Gable 90.0 1.00 Extent X,Y = Ridge Y Location, Offset Ridge Elevation, Height Block 3 2 Location X,Y - Extent X,Y: Ridge X Location, Offset Ridge Elevation, Height Block 4 2 Location X,Y = Extent X,Y = Ridge X Location, Offsel Ridge Elevation, Height Story N S Ridge 12.00 1.00 12.83 0.00 27.00 4.50 Story N S Ridge 4.08 38.67 NoAh Gable 90.0 1.00 12.00 2.08 South Joined 143.1 1.00 10.08 0.00 East Side 36.9 1.00 27.00 4.50 West Side 36.9 1.00 WoodWorks® Shearwalls 13062985-W.wsr May. 23,2007 17:10:06 MATERIALS by WALL GROUP Wall Sheathing [in] Fasteners Spcg [in] F~ming Membem [in] App~ Grp SUH Material Thick Orient S~e Type Ed9 Fid BIk~ Species G Spc Notes 1 Both Struct Shthg 7/16 Horz 8d Nail 2 6 yes S P F 0.42 16 2,3 2 Ext Struct Shthg 7/16 Horz 8d Nail 2 6 yes S P F 0.42 16 2,3 3 Ext Struct Shthg 7/16 Horz 8d Nail 4 6 yes S P F 0.42 16 Grp ~ Wall Design Group; Sud - Exterior or tntedor surface of extedor wall; Spcg - Edge or field nail spacing; Blkg - Blocked; G - Specific gravity; Spc - Wall stud spacing Notes: 2 Framing at adjoining panel edges must be 3" nominal or wider with staggered nailing. 3 Shear capacity for current design has been increased to the value for 15/32" sheathing with same nailing because stud spacing is 16" max. or panel orientation is horizontal 3 WoodWorks® Shearwalls 13062985-W.wsr May. 23, 2007 '17:10:06 I SHEARLINE, WALL and OPENING DIMENSIONS North-South Type Wall Location Extent [fl] Length FHS Height Shearlines Group(s) X [ft] Start End [ft] Ifil Line 1 Level 1 Line 1, Level 1 Prf 3 13.75 4.17 38.67 34~50 32.00 9.00 Wall 1-1 Prf 3 13.75 4.17 38.67 34.50 32.00 Openin9 1 27.00 29.50 2.50 4.42 Line 2 Level 2 Line 2, Level 2 Prf 3 0.00 0.00 38.67 38.67 38.67 8.00 Wall 2 3 Prf 3 0.00 0.00 38.67 38.67 38.67 Level 1 Line 2, Level I NSW 0.00 0.00 38.67 38.67 0.00 9.00 Wall 2 1 NSW 0.00 1.00 4.17 3.17 3.17 Line 3 Level 2 Line 3, Level 2 NSW 4.08 38.67 40.75 2.08 0.00 8.00 Wall 3 1 NSW 4.08 38.67 40.75 2.08 Level 1 Line 3, Level 1 NSW 4.08 38.67 40.75 2.08 0.00 9.00 Wall 3 1 NSW 4.08 38.67 40.75 2.08 0.00 Line 4 Level 2 Llne 4, Level 2 NSW 6.83 1.00 1.00 2.00 0.00 8.00 Wall 4 1 NSW 6.83 -1.00 0.00 1.00 0.00 Level 1 Line 4, Level 1 NSW 6.83 -1.00 1.00 2.00 0.00 9.00 Wall 4 1 NSW 6.83 1.00 1.00 2.00 Line 5 Level 2 Line 5, Level 2 NSW 16.08 38.67 40.75 2.08 0.00 8.00 Wall 5 1 NSW 16.08 38.67 40.75 2.08 0.00 Level 1 LlI~e 5, Level 1 NSW 16.08 38.67 40.75 2.08 0.00 9.00 Wall 5 1 NSW 16.08 38.67 40.75 2.08 0.00 Line 6 Level 2 Line 6, Level 2 NSW 18.83 1.0O 0.00 1 00 0 00 8.00 Wall 6 1 NSW 18.83 1.00 0.00 1.00 0.00 Line 6, Level 1 NSW 18.83 -1.00 0.00 1.00 0.00 9.00 Wall 6 I NSW 18.83 -1.00 0.00 1.00 0.00 Line 7 Level 2 Llrle 7, Level 2 Prf 3 32.00 0.00 38.6V 38 67 32.75 8.00 Wall 7 1 Prf 3 32.00 0.00 35.50 35.50 32.75 Openin9 I 13.58 16.33 2.75 6 67 Wall 7 2 NSW 32.00 35.50 38.67 3.17 3.17 Level t Line 7, Level 1 Seg 1 32.00 0.00 38.67 38.67 22.75 900 Well 7 1 8e9 1 32.00 0.00 35.50 35.50 22.75 Openi n~ 1 9.25 12.08 2.83 6.92 Opening 2 25.58 28.75 3.17 6.92 Opening 3 29.92 33 . 08 3 . 17 5 . 75 Wall 7 2 NSW 32 00 35.50 38.67 3 17 3.17 East-West Type Wall Location Extent Ifil Length FHS Height Shearlines Group(s) Y [ft] Start End [fl] [ft] [fl] Level 2 Line A, Level 2 NSW 1.00 6.83 18.83 t2.00 ~ 8.00 Opening 1 8.92 12.08 ~ ~ 4.75 Opening 2 13.58 16.75 4.75 4 SHEARLINE, WALL and OPENING DIMENSIONS (cor~tinued) Wall B-2 Openin9 1 Wall B 1 Opening 1 Level1 Line B, Level 1 Opening 1 Line C Level 1 Line C, Level 1 Wall C Opening Line D Level1 Line D, Level 1 Opening 1 Line E Level2 Line E, Level 2 Wall E Wall E 2 Opening 1 Wa] 1 E 3 Level 1 Line E, Level 1 Wal 1 E 2 Opening 1 Wall E 1 Wall E 3 Line F Level 2 Line F, Level 2 Wall F Level1 Prf 1 Prf I Seg 1 Seg 1 NSW NSW Seg 2 Seg 2 Seg 1 Seg 1 Seg 1 NSW Seg 2 Seg 2 Seg 2 NSW NSW NSW NSW NSW 0.00 18.83 32.00 13.17 10.00 25.42 28.58 3.17 0.00 0.00 6.83 6.83 0.00 2.17 5.33 3.17 0.00 6.83 32.00 25.17 7.08 0.00 18.83 32.00 13.17 7.08 19.25 21.75 2.50 25.42 28.58 3.17 1.00 0.00 6.83 6.83 0.00 1.00 0.00 6.83 6.83 0.00 0.67 6.42 5.75 4.17 -13.75 32.00 45.75 7.08 4.17 -13.75 0.00 13.75 7.08 10.17 -3.50 6.67 38.67 0.00 32.00 32.00 10.25 38.67 0.00 4.08 4.08 4.08 38.67 16.08 28.83 12.75 6.17 19.92 26.50 6.58 38.67 28.83 32.00 3.17 3.17 38.67 -13.75 32.00 45.75 18.42 38.67 16.08 28.83 12.75 3.75 19.83 26.50 6.67 38.67 -13.75 4.08 17.83 14.67 -8.42 -5.25 3.17 38.67 28.83 32.00 3.17 3.17 40.75 4.08 16.08 12.00 0.00 40.75 4.08 16.08 12.00 12.00 40.75 4.08 16.08 12.00 0.00 40.75 4.08 16.08 ]2.00 12.00 4.75 4 .75 9.00 3.08 5.75 9.00 6.92 9.00 5.75 8.00 4 .75 9.00 5.75 4.75 8.00 9.00 Type - Seg = segmented, pd= perforated, NSW = non-shearwall; Location - dimension perp. to wall; FHS - length of full-height sheathing,* Wall Group(s) - refer to Materials by Wall Group table, refer to Shear Results tables for each design case if more than one group WoodWorks® Shearwalls__ 13062985-W.wsr May. 23, 2007 17:10:06 Loads WIND SHEAR LOADS {overlapping loads combined) Level 2 I Magn~ude Trib Block F Element Load Wnd SudI Pr~f Location Ifil [Ibs,pE,ps~ Ht Case Dir Dir Sta~ End S~ End Accum. W 2 W >E Wind Line 0.00 6.00 88.9 139.5 Accum W 1 W >E Wind Line 0.00 6.00 118.5 186.0 Accum. W 2 W >E Wind Line 38.67 39.67 88.9 92.0 Accum. W 1 W~>E Wind l,ine 38.67 39.67 118 5 122.6 Accum. E 1 W >E Lee Line 0.00 6.00 130.9 121.8 Accum. E 2 W >E Lee Line 0.00 6.00 98.2 91.4 Accum. E 2 W >E Lee Line 38.67 39.67 69.1 77.5 Accum E 1 W >E Lee Line 38.67 39.67 92.1 103.4 Accum. W 2 E >w Lee Line 0.00 6.00 98.2 91.4 Accum. W 1 E->W Lee Line 0.00 6.00 130.9 121.8 Accum. W 1 E >W Lee Line 38.67 39.67 92.1 103.4 Accum. W 2 E~>W Lee Line 30.67 39.67 69.1 77.5 Accum. E 1 E >W Wind Line 0.00 6.00 118.5 186.0 Accum. E 2 E->W Wind Line 0.00 6.00 88.9 139.5 Accum. E 1 E >W Wind Line 38.67 39.67 118.5 122.6 Accum. E 2 E >W Wind Line 38.67 39.67 88.9 92.0 Accum. S 2 S >N Wind Line 6 83 12.83 149.4 193.4 Accum $ 1 S >N Wind Line 6.83 12.63 199.2 257.9 Accum. S 2 S >N Wind Line 12.83 18.83 193.4 149.4 Accum. S 1 S >N Wind Line 12.83 18.83 257.9 199.2 Accum. $ 1 S >N Wind Line 18.83 32.00 199.2 Accum. S 2 S >N Wind Line 18.83 32.00 149.4 Accum. N 2 S >N Lee Line 4.08 10.08 224.7 214.2 Accum. N 1 S >N Lee Line 4.08 10.08 299.6 285.6 Accum. N 1 S >N Lee Line 10.08 16.08 285.6 299.6 ACCUm. N 2 S->N Lee Line 10.08 16.08 214.2 224.7 Accum. N 1 $ >N Lee Line 16.08 28.83 296.7 Accum. N 2 S >N Lee Line 16.08 28.83 222.5 Accum. S 1 N >8 Lee Line 6.83 12.83 299.6 285.6 ACC~m. S 2 N >S Lee Line 6.83 12.83 224.7 214.2 Accum. S 1 N >$ Lee Line 12.83 18.83 285.6 299.6 Accum. S ~ N >S Lee Line 12.83 18~83 214.2 2247 · Accum. S I N >S Lee Line 18.83 32.00 296.7 Accum. S 2 N >$ Lee Line 18.83 32.00 222.5 ACCUm. N 2 N >S Wind Line 4.08 10.08 149.4 193.4 Accum N 1 N >$ Wind Line 4.08 10.08 199.2 257.9 Accum. N 1 N->S Wind Line 10.08 16.08 257.9 199.2 ACCUm. N 2 N >$ wind Line 10.08 16.08 193.4 149 4 Accum N 1 N >S Wind Line 16.08 28.83 199.2 Accum. N 2 N >S Wind Line 16 08 28.83 149.4 Block ] W 2 W->E Wind Line 15.95 19.33 254.2 255.2 Block 1 W 1 W >E Wind Line 15.95 19.33 338.9 340 3 Block 1 W 2 W >E Wind Line 19.33 21.42 255.2 207.9 Block 1 W 1 W >E Wind Line ]9.33 21.42 340.3 277.1 Block 1 W 1 W >E Wind Line 21.42 26.88 277.1 274.9 Block I W 2 W >E Wind Line 21.42 26.88 207 9 206 1 Block 1 W 2 W->E Wind Line 26 88 32.67 206.~ 139.5 Block 1 W 1 W >E Wind Line 26.88 32.67 274.9 1860 Block 1 E 1 W >E Lee Line 19.33 32.67 252.4 121.8 Block 1 E 2 W >E Lee Line 19.33 32.67 189.3 91.4 Block 1 E 2 W >E Lee Line 35.50 38.67 ]41.9 145.5 Block 1 E 1 W >E Lee Line 35.50 38.67 189.2 194.0 Block 1 W 2 E>W Lee LiRe 15.95 19.33 164.4 Block 1 W 1 E >W Lee Line 19.33 21.42 Block 1 W 2 E >W Lee Line 1933 21.42 16~ Block i W 2 E >W Lee Line 21.42 26.88 13'. Block I W 1 E >W Lee Line 21.42 26.88 17 .~ ~ Block 1 W ~ E >W Lee Line 26.88 32.67 I7 Block I E 2 E >W Wind Line 19.33 32.67 29~~ WIND SHEAR LOADS (overlapping loads combined) (continued) Block 1 5 1 S->N Wind Line 32.00 33.00 105.4 Block I S 2 S >N Wind Line 32~00 33.00 79.0 Block 1 N 1 S >N Lee Line 1.00 0.00 238.9 Block 1 N 2 S~>N Lee Line 1~00 0.00 179.1 Block 1 N ~ 2 S >N Lee Line 0.00 4.08 222.5 Block 1 N 1 $ >N Lee Line 0.00 4.08 296.7 Block 1 N 1 S >N Lee Line 28.83 32.00 354.6 Block 1 N 2 8 >N Lee Line 28.83 32.00 265.9 Block 1 N 1 S~>N Lee Line 32.00 33~00 238.9 Block 1 N 2 S->N Lee Line 32.00 33.00 179.1 Block 1 S 2 N >S Lee Line -1.00 0.00 179.1 Block 1 $ 1 N->S Lee Line 1.00 0.00 238.9 Block 1 S 1 N >S Lee Line 0.00 6.83 296.7 Block 1 S 2 N >S Lee Line 0.00 6.83 222.5 Block 1 S 2 N->S Lee Line 32.00 33.00 179.1 Block 1 S 1 N~>S Lee Line 32~00 33.00 238.9 Block 1 N 2 N >$ Wind Line -1.00 0.00 79.0 Block 1 N 1 N->S Wind Line 1.00 0.00 105.4 Block 1 N 1 N >S Wind Line 0.00 4.00 199.2 Block 1 N 2 N >S Wind Line 0.00 4.08 149.4 Block 1 N 1 N >S Wind Line 28.83 32.00 293.0 Block 1 N 2 N->S Wind Line 28.83 32.00 219.8 Block 1 N 2 N >S Wind Line 32.00 33.00 79.0 Block 1 N 1 N->S Wind Line 32.00 33.00 105.4 Block 3 W 2 W >E Wind Line 2.00 1.00 21.6 Block 3 W 1 W >E Wind Line ~2.00 1.00 28.8 Block 3 W 1 W->E Wind Line 1.00 0.00 122~6 118.5 Block 3 W 2 W >E Wind Line 1.00 0.00 92.0 88.9 Block 3 W 2 W >E Wind Line 6.00 15.95 139.5 254.2 Block 3 W 1 W >E Wind Line 6.00 15.95 186.0 338.9 Block 3 E 2 W >E Lee Line 2.00 1.00 59.3 Block 3 E 1 W >E Lee Llne -2.00 -1.00 79.1 B]ock 3 E 2 Ww>E Lee Line 1.00 0.00 77.5 69.1 Block 3 E 1 W >E Lee Llne 1.00 0.00 103.4 92.1 Block 3 E 2 W >E Lee Line 6.00 19.33 91.4 189.3 Block 3 E 1 W >E Lee L~ne 6.00 19.33 121.8 252.4 Block 3 w 2 E->W Lee Line 2.00 1.00 59.3 Block 3 W 1 E~>W Lee Line 2.00 1.00 79.1 Block 3 W 2 E >W Lee Line -1.00 0.00 77 5 68.1 Block 3 W 1 E >W Lee Line 1.00 0.00 103.4 92~1 Block 3 W 1 E >W Lee Line 6 00 15.95 121.8 219.2 Block 3 W 2 E >W Lee Line 6.00 15.95 91.4 164.4 Block 3 E 2 E >W Wind Line 2.00 -1.00 21.6 Block 3 E 1 E >W Wind Line 2.00 -1.00 28.8 Block 3 E 2 E >W Wind Line 1.00 0.00 92.0 88.9 Block 3 E 1 E >W Wind Line 1.00 0.00 122.6 118.5 Block 3 E 1 E >W Wind Line 6.00 19.33 186.0 390.9 Block 3 B 2 E >W W/nd Line 6.00 19.33 139.5 293.2 Block 4 W 2 W >E Wind Line 32.67 38.67 139 5 88.9 Block 4 W 1 W >E Wind Line 32.67 38.67 186.0 118.5 Block 4 W 2 W >E Wind Line 39.67 40.75 92.0 Block 4 W 1 W >E Wind Line 40.75 41.75 28.8 Block 4 W 2 W >E Wind Line 40.75 41.75 21.6 Block 4 E 1 W >E Lee Line 32.67 35.50 121.8 126 1 Block 4 E 2 W >E Lee Line 32.67 35.50 91.4 94 6 Block 4 E 2 W >E Lee Line 39.67 40.75 77.5 Block 4 W 1 E >W Lee Line 32.67 38.67 1 Block 4 W 2 E >W Lee Line 32.67 38.67 Block 4 W 2 E >W Lee Line 39.67 40.75 17 Block 4 W 2 B >~ I,ee Line 40.75 41 75 Block 4 E 2 E >W Wind Line 32 67 35.50 1 Block 4 E 1 E >W Wind Line 39.67 40 75 122.( 8lock 4 E 2 E >W Wind Line 39.67 40.75 92 Level I Magnitude lrJb WIND SHEAR LOADS (overlapping loads combined) (continued) Block F Element Load Wnd Sud Prof Location [fi] [Ibs,p~,ps~ Ht Case Dir Dir S~d End Sta~ End Accum. W 1 W >E Wind L/ne 0.00 4.17 188.1 Accum. W 2 W >E Wind bine 0.00 4.17 141.0 Accum. W 2 W >E Wind Line 4.17 14.84 85.9 87.9 Accum. W · W >E Wind Line 4.17 14.84 114.6 117.2 Accum. W 2 W >E Wind Line 38.87 40.75 141.0 Accum. W 1 W >E Wind Line 38.67 40.75 188.1 Accum. E 2 W->E Lee Llne 0.00 35.50 101.2 Accum. E 1 W >E Lee Line 0.00 35.50 134.9 Accum. E 2 W >E Lee Line 38.67 40.75 38.9 Accum. E 1 W >E Lee Line 38.67 40.75 51.9 Accum. W 2 E >W Lee Llne 0.00 4.17 101.2 Accum. W 1 E >W Lee Line 0.00 4.17 134.9 Accum. W 1 E~>W Lee Llne 4.17 14.84 76.2 Accum. W 2 E >W Lee Line 4.17 14.84 57.1 Accum. W 1 E >W Lee Line 38.67 40.75 51.9 Accum. W 2 E->W Lee Ll~]e 38.67 40.75 30.9 Accum. E 2 E >W Wind Line 0.00 35.50 141.0 Accum. E 1 E >W Wind Line 0.00 35.50 188.1 Accum. E I E >W Wind Line 38.67 40.75 188.1 Accum. E 2 E>W Wind Line 38.67 40.75 141.0 Accum. S 2 S >N Wind L/ne 0.00 6.83 141.0 Accum. S 1 S >N Wind L/ne 0.00 6.83 188.1 Accum. S 2 S >N Wind Line 6.83 18.83 141.0 Accum. S 1 S >N Wind Line 6.83 18.83 188.1 Accum. $ 2 S >N Wlnd Line 18.83 32.00 141.0 Accum. S 1 $ >N Wind Line 18.83 32.00 188.1 Accum. N 1 S >N Lee Line 0.00 4.08 123.7 Accum. N 2 S >N Lee Line 0.00 4.08 92.8 Accum. N 2 S >N Lee Line 4.08 16.08 97.4 Accum. N ] $ >N Lee Line 4.08 t6.08 129.8 Accum. N 2 S >N Lee Line 16.08 28.83 92.8 Accum. N 1 $ >N Lee Line 16.08 28.83 123.7 Accum. S 2 N >S Lee Line 0.00 6.83 92.8 Accum. S 1 N >S Lee Line 0.00 6.83 123.7 Accum. S 1 N >5 Lee L/ne 6.83 18.83 129~8 Accum. $ 2 N >S Lee Line 6.83 18.83 97~4 Accum. S ] N >S Lee Line 18.83 32.00 ]23.7 Accum. S 2 N >S Lee Line 18.83 32.00 92.8 Accum. N ] N >S Wind Line 0.00 4.08 188.1 Accum. N 2 N >$ Wind Line 0.00 4.08 141.0 Accum. N i N >S Wind Line 4.08 16.08 ]88.1 Accum. N 1 N >S Wind Line 16.08 28.83 Accum. N 2 N->S W/nd Line 16.08 28.83 141. Block 1 E 2 W >E Lee Line 35.50 38.67 202 Block 1 E 1 W >E Lee Line 38.50 38~67 2671 ~% Bl©ck 1 E 2 E >W Wind Line 35.50 38.67 282 Block 1 N 1 N >S Wind Point 0.00 0.00 850 8 WIND SHEAR LOADS (overlapping loads combined) (continued) Block 2 S Block 2 S Block 2 S Block 2 S Block 2 N Block 2 N Block 2 N Block 2 N Block 2 S Block 2 S Block 2 S Block 2 S Block 2 S Block 2 S Block 2 N Block 2 N Block 2 N Block 2 N Block 3 W Block 3 W Block 3 E Block 3 E Block 3 W Block 3 W Block 3 E Block 3 E 2 8 >N Wind 1 S->N Wind 2 S->N W/nd 1 S >N Wind 2 8 >N Lee 1 S >N Lee 1 S >N Lee 2 S->N Lee 2 N >S Lee 1 N >S Lee 2 N >S Lee 1 N >S Lee 2 N >S Lee 1 N >S Lee 1 N~>S Wind 2 N >S Wind 2 N >S Wind 1 N >S Wind 1 W >E Wind 2 W->E Wind 2 W >E Lee I W >E Lee 2 E->W Lee 1 E >W Lee 2 E >W Wind · E >W Wind Line -13.75 -1.00 160.8 Line 13.75 1.00 213.9 Llne -1.00 0.00 138.1 Line 1.00 0.00 184.1 Line -1~.75 13.75 148.1 Line 14.75 -13.75 197.5 Line ·3.75 0.00 239.3 Line 13.75 0.00 179.5 Line -14.75 13.75 148.1 Line -14.75 -13.75 197.5 Line ·3.75 1.00 179.5 Line -13.75 1.00 239.3 Line 1.00 0.00 135.1 Line -1.00 0.00 180~1 Line 14.75 13.75 99.4 Line 14.75 13.75 74.5 Line -13.75 0.00 160.4 Line 13.75 0.00 213.9 Line -1.00 0.00 188.1 Line 1.00 0.00 Line -1.00 0.00 38.9 Line 1.00 0.00 51.9 Line 1.00 0.00 38.9 Line -1.00 0.00 51.9 Line 1.00 0.00 141.0 Line 1.00 0.00 188.1 Block - Block u~ed in load generation, Accum. = loads from one block combined w~th another, Manual = user-entered loads (so no block); F- Building face (north, south, east or west); Element ~ building surface on which loads generated or entered; Load Case - ASCE 7 All heights Case I or 2, ASCE 7 Iow dse T = Transverse, L - Longitudinal; Surf Dir- Windward or leeward side of the building; Prof - Profile (distribution); Location - start and end points on building element; Magnitude Start = intensity of uniform and point loads or leflmost intensity of trapezoidal load, end = right intensity of trap load; Trib Ht - Tributary height of use~applied area loads only WoodWorks~ Shearwalls 13062985-W.wsr May. 23, 2007 i7:10:06 Flexible Diaphragm Wind Design SHEAR RESULTS North-South W I For Shear Force [pl/] Allowable Shear [piti Crit. Shearlines GI)I Dir Ld. Case V [Ibs] V/L V/FHS Iht Ext Co C Total V Jibs] Resp. Line 1 Level 'i Lnl, Levl 3 S->N 1 15029 435.6 469.7 490 0.97 S 474 15163 0.99 3 N >S 1 15039 435.9 4700 490 0.97 S 474 15161 0.99 Line 2 Level 2 Ln2, Lev2 3 S >N 1 8465 218.9 218.9 490 1.0O 5 490 18947 0.45 3 N >S 1 8505 220 0 220.0 490 1.00 S 490 18947 0.45 Line 7 Ln7, Lev2 3 S >N 1 8579 22].9 261.9 490 0.90 S 439 14377 0.60 3 N >S 1 8652 223.8 264.2 490 0.90 S 439 14377 0.60 Level 1 Ln7, Levl 3 S >N 1 18954 490.2 833.1 826 826 1.00 A I652 37583 0.50 1 N->S 1 19232 497.4 845.4 826 826 1.00 A 1652 37583 0.51 East-West W For Shear Force [pill Allowable Shear [pill Crit Shearlines Gp Dir Ld. Case V Jibs] V/L VIFHS Iht Ext Co C Total V Jibs] Resp. Line B Level 2 LnB, Lev2 1 W >E 1 8~48 254,6 685 685 0.56 A J561 8418 1 E >W I 8221 256.9 685 685 0.56 A !561 8418 Wall B 2 1 W >E 1 8148 814.8 685 685 0.84 !842 8418 0.97 1 E->W 1 8221 822.1 685 685 0.88 ]842 8418 0.98 Wall B 1 1 Both 1 685 685 0.56 !561 0.0 Level 1 LnB. Le¥1 1 W->E 1 9061 360.0 1279.1 826 826 1.00 A ]652 11702 0.77 1 E >W 1 9133 362.9 1289.4 826 826 1.00 A 1652 11702 0.78 Line D LnD, Levl 2 W >E 1 5318 116.2 750.8 826 1.00 S 826 5851 0.91 2 E~>W 1 5453 119.2 769.9 826 1.00 S 826 5851 0.93 Line E Level 2 LnE, Lev2 1 W->E I 8528 266.5 832.0 826 826. 1.00 A 1652 16933 0.50 1 E->W 1 8707 272.1 849.4 826 826 1.00 A 1652 16933 0.51 Wall E-1 1 W >E 1 3397 832.0 826 826 1.00 1652 6746 0.50 1 E >W ] 3469 849.8 826 826 1.00 1652 6746 0.51 Wall E 2 1 W->E 1 5134 832.0 826 826 ].00 1652 10187 0.50 1 E >W 1 5238 849.4 826 826 1.00 1652 10187 Level 1 LnE, Levl 2 W >E 1 14061 307.3 763.5 826 1.00 S 826 15212 0.92 2 E >W 1 14528 317.5 788.8 826 1.00 S 826 15212 0.96 Wall E 2 2 W >E 1 2863 763.8 826 1.00 826 3098 0.92 2 E >W 1 2958 788.8 826 1.00 826 3098 0.96 Wall E 1 2 W->E 1 11198 763.5 826 1.00 826 12115 0.92 2 E >W 1 11570 788.8 826 1.00 826 12115 0.96 W Grp - Wail group as listed in Materials table For Dir- force direction, always "both"; H/VV factor Factor due to shearwag height-to-width ra~o for intedor and exterior wall sheathing; V - Factored shear force applied to entire line and amount taken by each wall; V/L - Diaphragm shear force = factored sheadine force divided by length of shearline; Following values marked with * means that value for shearhne is the one for wall with critical design response on line; V/FHS* - Design shear force = factored shear force per unit full height sheathing, Iht* - Unit shear capacity of interior sheathing; Ext* - Unit shear capacity of exterior sheathing Co* - Perforation factor, C - Sheathing combination rule, A = Add capacities, S = Strongest side only, X = Strongest side or twice weakest; Total* - Combined unit shear capacity inc. perforation factor and HiE factor; V Combined shear capacity of wall or total capacity of sheadine ; Cdt Rasp* - Critical response - Vapp/FHS/Vcap = design 8hear force/unit shear capacity ! Shear capacity of each side of perforated shearwall limited to 685 pit, and combined capacity to 1000 pit and as per AWC SDPWS 4,3.5.3-2 page 22. 10 CODES & REGULATIONS GENERAL NOTES LIVERPOOL DIVISION WI ~ST VIRGI~A DIVISION R.R.~2 BOX 683 527 ODD RO~ (304) 7874~7 vv vv vv.~ F~ (304) 787-3988 ~wa ~ pl~a ~ ~on~ ~ ~ia ~R W~.EXCELHO~S.COM ~.EXCELHO~S.COM ~ ~ns a~ S~OnS ~*~ o~~.~~ DESIGN BASIS DRAWING INDEX AMERICA'S CUSTOM HOME BUILDER 180 HENRY S~EET · P.O. BOX 420 eAVIS, PA. 17721 CON¢TRUCTION TYPE PH. (570) ?53-3700 * F~ (5?0) ?53-8259 * USE GROUP CLASSIFICATION s~[ 8UlL1 PeRM~N[NI FOUNDATION OCCUPANCY ACT: AND 10 [XCEL/*VIS AM[RICA'S KNO~[DO[ IS NOT JSS THIS STEP IS THE SAME FOR BOTH SLOES OF TR STEP IS 7HE SAME FOR BOTH SIDES OF 7RUSS ~2~,~57~s ,,~-/ / OF THE CALCULATION MANUAL. STAMPED THEqE STEPS ARE THE qAME FOR BOTH TYPICAL SINGLE W~OE TWO STORY STORAGE CRO%-SECTION DETArL APPLICABLE FOP, FOLLOWING: / .... DRAWINGS B THROUGH E ........ TYPICAL SET DERAILS TYPICAL ~ BOX WIDE TWO STORY STORAGE CROSS SECTION THIS STEP IS THE SAME FOR BOTH SIDES OF TR FIXED [AVE OPTION STEP IS THE SAME FOR BOTH SIDES OF S~'HIS STEP IS THE SAME FOR BOTH SIDES OF TRI 'SS ALL FASTENINGS SHOWN ARE APPLICAZIONS FOR ' / ' ; ' SEE SECTION 18 {TRIPLE WIDE) ANO SECIION 19t/ "-.__~-' ,,~ --' ~; OF THE CALCULATION MANUAL STAMPED II ~ ,~ ~,~L~)?~? ENGINEER E THIRD PARRY INSPECTION AGENCY (~FS) .... THEgE STEPg ARE THE SAME FOR gO~H S~D~S DEEAIL APPLICABLE FOR FOLLOWING: 5/12 TO 12/12 PITCHES ~.~,-.,~.*.~-~c:.~rm~,~',~.~.~ot~,.'~.-'.~.? l n' ~O 15'9" BOX WIDTHS ~i~lk~!!~ml!~'~i~.kl~,:~l -DRAWINGS B THROUGH E ~;~~'~~ TYPICAL SET DETAILS TYPICAL CAPE CROSS SECTION - 39~95 P67420i HINGED COMMON o ~ 04R-A-12'9-OP-154HH CT 6 ~ s Dec 14 2006 MiTek Ind~l~s, Inc. Wed Jan 24 14:44:15 2~7 Page 1 of i0-7-¢ 6-4-8 i 12-1 - 13 ~ 2-9¢0 0-7-3 5-9-5 ~ 0-3-0 ~ 5-9-5 0-7-3 ~ ~ ~4 ~ BEH18E J~ OPT. C~TILEVER ~ Max 8 5x8= ~ ~-8 H 0-1-8 10-7-¢ 12-1-13 12-9-0 I I LO~N6 (ps0 LO~IN6 ~s0 LO~IN6 (psO SPACING 2-~ CSI DEFL in (~) ffde~ ~d P~TES GRIP 39.13 p~ ~ 24" GlO TOP CHORD 2 X 6 SPF No.2 *Ex~pt' TOP ~ORD Exp.; Ct= 1 DOT CHORD 2 X 10 SPF No.2 ~5 = ~2~ ~6 = -231/1~ ~7 = -317/180 6) Unbalanced snow loads ~ve been con~dered for this design. I ~8 Maxim~ Sh~r {Ib~ M~imum Mom~ (Ib4n) refer~ced sta~ar~ ANS~PI 1. 7 614(LC 4) enclosed;~RSgablee~a~C~Extedor(2)zo~;~ntileverleffand~exgosed; Lumber ~ WARNING - Veri~de~i¢~pa~metersa~dREAD~OTES u~.~,~. ~I~T~TLINERD, NE 39395 .......... IP674201 1 04R-A-12'9-9P-154HH CT I Ply Truss Type HINGED COMMON Designer: JES ....... ~'~-"~ : : *~ ' =3 KEVIN W, FREEMAN +-. :~ ~ 8024 ~ ~ ',.,;,,,&,,.,i,.. ',.29.*t %,¢ '"",,..,,""" 469! : = ~ee~~ 6.500 s Dec 14 2006 MiTek Induslries, Inc. Wed Jan 24 14:44:15 2007 Page 2 of 2 ~, WARNING - Verify design parameters and READ NOTES Universal Forest Pr~J~ct~, [r~ 2~31 EAST BELTUNE RD. NE ~ONE (616) ~61F~ (616)-~5~ 28170 ~CC208001 HINGED ATTIC I 1 04R A 346 9M 154HH ~ Req ID: PA4183___ Ref# 2123293 Universal Fores1 Products Inc, Grand Rapids, MI 49525, Travls Wells 6 100 e Aug 25 2004 MiTek Industries, Inc Thu Oct 14 16:22:12 2004 Page 1 I 17-3-0 I 34-6~ 17-3-0 ~'.~.,~/~'Conn~.5 17-30 ~A!tach Collar Ti.e (,.~ _,~ ~ w~th (8) 1Od Nads · ~F~ //~ ? ~ & 100% Structural '~ T8 T,0 FG4~'~ ~ .~ /~%~ ' Adheswe C(r~eFage /~' ,~ ~ 1 Edge D~stan~ 7- ~o,,~/~ ~ ~ Typ. On All Sides o Nail ~is Face ~ ~~'~~_ ~ ~ _' Collar Tie Connection Detail '~~.~'.-- ~ J_~' ~ ~0 I 17-~0 I 2&~ [ 34-4-8 34 ~0 Plate ~sets (X,~: [1 :~1-3,~12], [2:~ 11,0-0-0], [10:0~-~ 1 ,~0], ~11 :~13~0-4-12] LOADIN6 (ps~ LOADING (ps~ LOADIN6 (~0 Unbalan~d Loads Pbtes Increase ~.15 TC 0.~ Ve~(LL) 0.54 15 >379 240 MT20 1871144 (Ground Sno~45.0) Ground Sno~67.~ (Ground Sno~90.0) 39.13 psf at 24" o/c T10 2 X 4 SPF No.2 ~4 -72Ooad ~se 8) 2) ~nd: ASCE 7-~2; 147mph ~16in o.c.; h=3~; TCDL=4.5~f; 12) Ceiling dead load (5.0 p~ on ~m~r(s). ~4, 8-9.4~ 28170 ICC208001 ,~,-~ ' ~:,-' ~.S~q 2 ,~ 1 04R A 346 9M 154HH Req D: PA4183 Ref# 2123293 6.100 e Aug 25 2004 MiTek Industries, Inc Thu Oct 14 16:22:12 2004 Page 1 FREEMAN FREEMAN WARNING - VerifvdesiclnparametersandREADNO7~:S Unlversa FO estProducts Inc 2805 EASTIBELT~_~NE RD NE .~e~. ...... PHONE (616)-36~. 6161 FA)I (61'6)-365-0060 GRAND RAPIDS MI 49~05 ;? I 31738___jCC280001 HINGED ATTIC 1 1 ReferenceO4R-A-38'6-9M-154HH-(12'9-12'-13'9)No. 2124652 9.00 / 12 ~ '~ ' BEH18D T1// , ~ 11-24 ~ , ~18 BEHI~D ~ ~ I = -841(Ioadcase 6) 7~ c ~Z ~ B1 J, B5 ,[ ~ ~ '~ ~ m _ 13 = -372~ad~se11) ~ 17 16 ¢1~ Corm 4~(Ib) ~, ............ ~ 14 ~ ~Gmv 31738 CC280001 HINGED ATTIC P¥ Avis Homes 212 I 04R-A-38'6-9M-154HH-(12'9-12'-13'9) Re erence No 2124662 6 200 e Dec 15 2004 M Tek ndustnes, Inc Wed Jul 06 0736:17 2005 Page I · it. ®q ® ® r-, T'fPICAL TWO-STORY DRAIN AND VENT TYPICAL 2~STORY WATER SUPPLY 0 4 VANITY 5 KITCHEN SINK 6 DARBAOE DI5PO5AL 7 DISHWASHER 8 CONTINUOUS WABTE 11 WASHER BOX 12 l~' DRAIN 13, 2" DRAIN 15 1¥' VENl 17 5" VENT 51. 1~" 22¥ SIREE1-ELL A3. 1¥' 90' ELL (LONC SWEEP) 47 3" DOUBLE WYE 48 1~' WYE 51 2"x 2"x 13' WYE BUILDER INFORMATION VENT INCREASER THRU ROOF DRAIN -- VENT AxWs A mcA' (570) 753 3700 AVIS MODULAR SYSTEMS ALL MODELS TYPICAL PLUMBING 2-STORY ~ O TYPICAL RANCH PLUMBING DRAIN DRAIN ......... VEN7 TYPICAL RANCH PLUMBING SUPPLY ALL ELBOWS/TEES 1/2" OR ;/4" COPPER ALL PLUMBING FIXTURES ~0 HAVE iNDIVIDUAL SHUT OFF VALVES 5 KITCHEN SINK 6 GARBAGE DISPOSAL 7 DISHWASHER (OPE) 30. 3" DOUBLE ELL 31 1~" 22¥ STREEI-ELL 37. 1¥' 45' ELL 42 3" 90' SFREE]-ELL 43. 1¥' 90' ELL (LONG SWEEP) 45 3' 90' ELL (LONG SWEEP) 48 1¥' WYE 51. 2"x 2"x 1~" WY~ BUILDER INFORMATION FIELD CONNECT HERE @ ACCESS PANEL IN FLOOR OR CEILING BUILDER MAY BREAK PiPE LOOSE IN 1ST FLOOR WALL TO MOVE PIPE DRA~N VENI 1/2" DIA COMPRESSION COPPER WATER SUPPLY AVIS, PA 17721 (570) 755-5700 AVIS MODULAR SYSTEMS ALL MODELS PLUMBING SHEET 1 STORY ~ TYPE MANUF. ~HERMATRLI THERMATRU CHALLENGER CHALLENGER "LIGHT' "VENT' 1926 218 054 51 1733 19.5 028 63 75 1.7 1926 30.7 0.28 2125 3 4 19.26 292 028 42 5 385 0.14 40 0.33 297.25 33.1 0.39 40 0.39 391.25 53 1 0.39 59 2 0.39 TP 01/]8/95 [ GENERAL NOTES, 1) TYPICAL LUMBER TO BE USED EOR ALL MEMBERS - 2x6 SPt#2. 2) (1) LSlA15 USP SIRAP (or equgl) w/(6)i0d NAILS EA END OF EA STRAP (980~ UPL4EI RE$1SIANCE LOAD) @ EACH RIDCE BOARD lO RAFlER CONNECTION; RAFTER lO VALLEY PLATE; ANO KNEE-WALL TOP PLATE AND RIDGE BOARD ,I 10'-0' EYEBROW ,Z~ AW'~ AMERICA AMERICA'S HobI[ ~UILDER HENRY S7, AVIS PA 17721 (717) 755-3700 DESCRIPTION: 120 MPH, EXPOSURE 1 DWN.BYR.Wt~/S M.L SHEET 1 OF ~ DATE:. 1/15/06 DWG~ (See obove) EYEBROW FASTENING FOR 13062985 '~' '"~ DETAIL-A2 ]~ ~ SI~]RAGE TRUSS DETAIL-BI UNIllZED BVERHANG DETAIL-C DETAIL-El si[ DETAIL-D TYP PERIMETER DETAIL J-BOLT DETAIL TYPICAL FOUNDATION ANCHORAOE ///~'/// ///~//// ',///;/// DETAIL DETAIL-D ~ TYP. EXTERIOR WALL SECTION EXT. SHEATHING NOTES: CALCULATION REFERENCE: ALL FASTENER QUANTITIES TAKEN FROM CALCULATIONS 1N SECTIONS 19 & 26 OF CALC. MANUAL DESIGNED TO MEET WORST CASE SCENARIO OF 10' WALLS, 36" FROM CORNER AND MAX. SPACING. El2 ~ § ~''"' ] DETAIL-A2 12 ~ S10RAGE TRUSS DETAIL-B1 LINIIlZ[ D OVERHANG DETAIL-G£ FLR/CLG CBNN, J-BOLT DETAIL TYPICAL DETAIL-F TYPICAL DETAIL DETAIL G DETA1L-D FOUNDATION ANCHORAGE ////'//////////// ////, '////// ,//~4/// /////// //~//// ////// ///~///~ '//,~/// //////////,///~///~///, /////// //////, '////// //////, (~ /////// ///~//// //.Wy//, '////// ,'//~/// ///~/// ///~//// ////// ///~/// ~////'///, '//~/// /////// ////// /////////////~ '////// //////, '///~//~ FLR/CLG SHEATHING TYPICAL TYP. EXTERIOR WALL SECTION EXT. SHEATHING NOTES: CALCULATION REFERENCE: ALL FASTENER QUANTITIES TAKEN FROM CALCUL4TIONS IN SECTIONS 19 & 26 OF CALC. MANUAL DESIGNED TO MEET WORST CASE SCENARIO OF 10' WALLS, 36" FROM CORNER AND MAX. SPACING. SCALE: 3/32'=1' 0" xX X CMSTC16 STRAP KSg34 CONNECTOR DETAIL '5" SCALE: 3/16"=1' 0" 2x10 SPF//2 TRUSS -BOTTOM CORDS @ 16" OC ~KSA34 STRAP ~ ~ -----~2×12 CLC. '~"'~'~^~~ PERIMETER DBL TOP PLATES 2x SOLID ~-2x6 EXT WALL BLOCKING CONNECTOR DETAIL "2" q~CALE: -3/16"=1' O' 2x6 CLG JOISTS @ 16" O.C ~A~A~A~IA~T~'~Y'IIIIIV~~) PERIMETER '/ DBL. TOP PLATES xV_ 2x SOLID ~ 2x6 EXT. WALL BLOCKING .~ 9" KSA34 SCALE: MOI)ULE TO MODULE CONNECTIONS SCALE: NT S '% I <{ Z© O 9< T ~Q Q~'_ i07~~' Z~ L3" ZO'-3" Joseph Fischetti Professional Engineer 1725 Hoba~ Road Joseph @Fischc~ti corn Phoqe: (63])765-2954 Fax (631) 614-3516 Frco~rr'F..bev~T*o~ / // / 2q'-O" Gendty, Daniel Grandview Drive Orient Page I of 2 Joseph Fischetti Professional Engineer 1725 Hobart Road Joseph (~Fischettl.com 8outhold, NY 11971 Phone: (631) 765-2954 Fax: (631)614-3516 i' C/randwew Di, ive' '. ~)1~ ROOF KEY PLAN BOX LAYOUT TRUSS 2" O,C, FOR BALANCED & UNBALANCED , ,, , ,~ , , , , . . r TO BE FRA~EQ WI~ A 2X LATEB FLAT ~ ~ ~ = NON-STRUC~RAL HDR , ~ ~ f / ~ ~ ~ ~ . ~ ................... ~ 2ND FLOOR LiNE I ......... 8=5" ~ ~ ~ =EX~RION 7/18 OSB w/ 8d NAILS ~ 4 EDGE/8 FIELD, WI(3) 2X6 OR (3) 2X4 SPF~2 SC, EA. END (6.214 UTI I e -(2)2MO SPF,2 HBR EA, SIDE ~'RE~SE ~,ROOF SYSTEM TO BE 16 O,C. (EXCEPT AS NOTED) ' F[R 11,INTERIOR SWING DOORS D=2/8 E=2/6 F=2/O 8=1/6 DD=2-2/8 EE=2-2/6 FF=2-2/O GG=2-1/6) 15,RAISE STAIRS 1-1/4' FOR CEMENT BOARD AND BUILDERS FEOORINO 15,INTERIOR POCKETS DOORS(L=5/O AA=2X8 ~=2/6, N=2/O) EGRESS, REFERENCE RETAIN STORM WATER PURSUANT TO SECTIOg QF THE TOWN CODE, PLUMBER GERT~FICA T/ON ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WA TER' SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. ,pLUMBING ALL PLUMBING WASTE ~,,WATER LINES NEED TESTING BEFORE COVERING DO NOT PROCEED ~ITH FRAMING UNTIL SUBVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. ALL DONSTRUCTION SHALL laEE'~ THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, . CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. OCOUPA NCY OR USE,IS U FUL WITHOUT CI TIFICAT, OF oCCUPANCY 3, iNSULATiON ALL CONSTRUCTION SRA, L MEET THE YORK STATE. NOT R2GPONSIFLE FOR DESIGN OR OONS~RbCT~ON ERRORS. GREAT ROOM PLANT SHELF DETAIL NOT TO SCALE TYPICAL STRUCTURAL NOTES: ~< ~ = NON-STRUCTURAL HDR ~) =(3) SPF#2 HRR 2x10 w/(1) 2×6 J,S. EACH END (8, M, 8,1,3, 8,1,6 (]~ =(J) 2x10 SPF#2 HDR w/(2) 2x6 J,S, EACH END (8.1.L 61,3, 8,1,6, 81.32, 81.38 ~ =(1) 18" LVL (PUSHED UP) EA, w/(3) 2~4 S,C. EA. END (6,2.12 ~ =(1) 2x10 SPF#2 HDR EA, SIDE w/(1) 2x3 J,S EACH END (8,1,6 ~=(1) SPF#2 PUSHED IN CLD. EA SIDE 2x12 UP /NO SPUCES/W/(2) 2x3 OR 2x4 SPF#2 S,C, EA, END ~ =(1) 2xS 6PF#2 PUSHED UP IN CLO EA SiDE /NO SPLICES/W/(2) 2x5 OR 2x4 SPF#2 S.C EA. END (6,2,9 9 =(2) 111/4" LVL iN CLD PUSHED UP & CMAMFERED W/(2) 2x6 SPF#2 S,C, EA. END (62,6 9=(1) CED PUSHED UP & CHAMFERED W/(5) 2x6 SPF#2 S.C, EA, END (6,1,8 ~ =(2) 16" LVL IN CLG PUSHED UP W/(3) 2x6 OR (5) 2x6 SPF#2 SC, EA, END (6.2,14 :(DM ED) ~ =(2) 11 1/¢" LVL 1ST FLR CL¢/(2) 9 1/¢" LYE (N.TL) 2ND FLR FLR/EA. SIDE/W/(5) 2x4 S.C EA, END (7.1,54 (~ =(1) 2x10 SPF#2 2ND FLR FLM/(1) 2×12 SPF#2 1ST (N.LL) FLR CLD £A SIDE/W(2) 2×A SPF#2 S.C, EA, END (7155 (~) =OMITTED ,~) =(2) SPF#2 EA, SIDE HDR w/ (2) 2x4 J,S, EACH END (82,6 (~ =(8) SYP#2 HDR 2x12 w/(5) 2x6 J,S, EACH END (8,1,58 ~< X SAFETY 0HP56510 eLAZE~__~= OPEN TO BELOW ~ N BEDROOM170.41 SO FTC2 , i LOFT : m ., RAILING By OTHERS LIN ~ 22'-6 3/4" 20'-6 /2" REVERSE GABLE ~/12 BOX LAYOUT SHEAR W/ LL CALC. TION8 1~ I~I~,ED CALCS FOR DETA~ '¢f=3056C OR 30410 EGRESS, REFERENCE SECTION 310 OF THE RCNYS. S,E~T~. ~... 1/2'+ ANCHOR45,_~o,,BOLT' 2.5' O.C. , , ,, ,, , , ' , ' ' ~ h-I ....... %~---- I I ...... ~ Io~¢RS~LFI I I ~ ~ ~,, 0 0 --- II ~=--,--I zZZ~-= _J ~ z o z 1/2' + ANCHOR BOLT · 2.1' O.C. 1/2' + ANCHOR BOLT * 1.2' O.C. ~18 FOUNDATION DRAWING AND NO~8 ARE FOR REVIEW ONLY. FOUNDATION MUST BE DESIGNED BY A NEW YORK STATE LICENSED DESIGN PROFESSIONAL AND MUST BE IN CON~RMANOE WEH SHEET ~E RESIDE~IAL CODE OF NEW YORK 8TA~. 4'-o~ ........ ~" ~2'-~," ~'-9 ' "-'"' '-' F~ ....................... i ........... i- ---~ ........... i---~ 1522¢PLF I , , , , // , , ,, I I' I I II Ho~a .,U~S~ON 4 1 1 ~ .o~a 4.1.1 . , I: X ,T,&~ / ] / I ~--q r---~ / F--q[ f----~ f----] f---~ ~ 1% .... / ~. , ' ~ ~EN~ / ~,,. ' H' I q 4 1 4 c-I-q I L__~ L J 32 ~--~~°~u¢~'L'L--~ L__2 'l I ~ SHEATHING A %IDIND ~00~RHANG ~E ~OUNDATION. IF ~T~[&~ SED ~ / FOUNDAUON N BE NCREASEB IN LENGTH AND ~DTH TO AC M . L ----Z2: -- r-- -- -- --;_~,-- .... ~----:--- ' B) SMOKE BE~CfORS 'N SEMENT SHALL BE T~E RESPONSIB'UTY OF ~E BUILDER TO - L.......... ~ 1383¢PLF Jud~fne~ 2UUL JUUL ~_ _~ ONSlTE 8Y OTHERS 20'-6 FINISHED GRADE VARIES CORNER NOTE: ALL STAIRS, LANDINGS, & HANDRAILS NEEDED FOR ENTRANCE FROM THE EXTERIOR OF THE HOME ARE TO COMPLY WITH SECTIONS 511-516 OF THE RCNYS. ~=3056C OR 30410 EGRESS, REFERENCE SECTION 310 OF THE RCNYS. lu~mint ~ ~u/n ~e~ ~ the ~. I 4Al FLUE SUppLIED &[NSTALLED f I /-RIDGE VENT J~UL J~UL JWUL ~WUL 3B~E 3ODE FrNISHED GRADE VARIES NOTE: ALL STAIRS, LANDINGS, ,&: HANDRAILS NEEDED FOR ENTRANCE FROM THE EXTERIOR OF THE HOME ARE TO COMPLY WITH SECTIONS 511-516 OF THE RCNYS. ¢Z=5056C OR 50410 EGRESS, REFERENCE SECTION 310 OF THE RCNYS, FINISHED GRADE VARIES NOTE: ~ '~'~'~ ALL STAIRS, LANDINCS, & HANDRAILS o- ~'~ ~r-- ~ NEEDED FOR ENTRANCE FROM ~ ~o THE EXTERIOR OF THE HOME ARE ~ TO COMPLY WITH SECTIONS o~o°~ ~ 311-316 OF THE RCNYS. ~~~~~ ~=3056C OR 30410 EGRESS, REFERENCE SECTION 510 OF TH[ RCNYS. SHEET ~ 4D To ~e be=! of my knowledge, beNe~ In~ pmle~lo~al Judgment t. Thi~ ~aetory Manu~a~.lu~ed Home (FMH plan has CIRCUIT SCHEDULE AMP ........... ~- GREAT ROOM 27 ,1SA 14-2 BBRM~3 110 28 15A 14-2 LTS-BATH~I/BBRM03 110 F .........~17BATH ~ %- ~ ~2 z9 S, e '9 A,TIC ~ ~ : ~ ~ ;;~ ~ ~- ~ DOESN'T EXCEED THE MAXIMUM ALLOWED BY STATE 7' ~ I I - , ' L. __ ~ ~! ~ * BTU HEATLOSS: 90,000 I I ~ I KITCHEN AFF 3 [ [ GFt , ~_::::~ r2~ , ,' ,' ,," ' [~ ~ d~ t 22 4' 5' 22 *WIRE WITH GROUND ALL CIRCUITS ~'eTe~m Factory ~'4anufact.red Home F apprrwecl from ~ s~81em · , ~ ~.~H} plan has · ' .~,~k) I CIRCUIT SCHEDULE (200 AMP PANEL) ~ , ' BEDROOM ~2 2e ~ ~ ~ E~C~ N~: I ~ 2~ 24 ~JBOX ~N FOR, FOR ~O Be F ~ I S i i'JBOX IN CLG 124' I' ~}---J I" * E-CUTOFF SWITCH ON-SITE BY OTHERS PER ALL STATE & LOCAL CODES, , FOR ON-SITE W'ALK-IN 'b;FI 12 i L___~ ,PADDLE FAN/L~ _ / *WIRE WITH GROUND ALL CIRCUITS ~7 ~ La <~ 0 < ~LL __ _ i~ jL 4' 5' ~~_L ............... ~ ......... J~ ......... ~ I~r Ioolprint only, design b~ others. CgOU} 0 '~ ~' ~:~ FLOORPLAN A tALCS, I F AT LEAST (l) 2x8 SPF ~ETAiL ~ see SHEET 18 F~ - %-:-:~ ~--~=~, USP KS CONNECTOR = ' IN 2ND FL~ FL" SPF ~ COLLECTOR %~ ~ oA~s Fo. DETALS, I ~ ....................... 2NB FLOOR LINE I ~ ~ 0 (1) ,,, ,s*,, ~. .,..,, 'COLLECTOR DETAIL II OOLLECTOR '2A' X ' AT LEAST (1 2x8 SP ' -- I I %DETAIL '2~) __II~ ' , .... $ -- , ~A~ II ........ II ~ I ~ '-- ' DETAIL "~*'~ /~ L ~ AT LEASTO) 2xB SpF I ~ I / [ . /~E~ COLLECTOR DETAIL 'hA') ~( )} % ~ ELECTRIC , ,,, .................... ~©L~ S.E., 11A USP KS CONNECTOR = ~DESION COLLECTOR, SEE FLOOR ........ .......... O~..L¢~Lr ........... ~}',,, HOLD-DOWN BEAM =, ...................... AT LEAST (2)2~6 SPF I -- ~Jl ................... ....... , , ---:-- ~, ~=====~:: ...............................................