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Home My WebLink About31718-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32564 THIS CERTIFIES that the building NEW DWELLING Date: 08/29/07 Location of Property: WINTHROP DR FISHERS ISLAND (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 9 Block 9 Lot 15 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 16, 2005 pursuant to which Building Permit No. 31718-Z dated JANUARY 10, 2006 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 2 CAR GARAGE AND COVERED FRONT PORCH AS APPLIED FOR. The certificate is issued to JOHN & LAURA FINAN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0183 08/15/07 ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Rev. 1/81 2094648 07/26/06 06/05/06 JOSEPH D. HIRSCHFELD A hor' ed Signature I F. 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 wi�e ollowing: 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 a 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 - $25.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 /0 / Date. / 0- 30 /06 New Construction: I/ Old or Pre-existing Building: (check one) Location of Property: `/ QS 1ju i n AI o P If kr tri ,Sh he s Ss la Vl� House No. Street Hamlet Owner or Owners of Property: 7o%Y-\ o h Lowy -a- �l r�n Suffolk County Tax Map No 1000, Section 009 Block 0 00 q Lot f J SubdivisionFiled Map. Lot: I O _ Permit No. 3 I 1 I Date of Permit. Applicant: yln N Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature co i� 3a SGV 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. 31718 Z Permission is hereby granted to: for : Date JANUARY 10, 2006 J FINAN P O BOX 625 FISHERS ISLAND,NY 06390 CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING(MODULAR) WITH ATT. 2 CAR GARAGE at premises located at FRONT PORCH AS APPLIED FOR WINTHROP DR FISHERS ISLAND County Tax Map No. 473889 Section 009 Block 0009 Lot No. 015 pursuant to application dated DECEMBER 16, 2005 and approved by the Building Inspector to expire on JULY 10, 2007. Fee $ 1,188.00 Authorized Signature ORIGINAL Rev. 5/8/02 O rlrJrJ�rJcPrPrJ@JrJcJrJ�rJrJ�r�rJrJrJdJdJAJr�cPrJrJr��P�Pr�rJ�r�rJ�rJ�rJrJ�rJrJdJrJcJrJ�rJ�rJ�cJ�rJ�rJ�rJ�r�r�r1cPr�cPrJ@PrJrJ�rJr�cPrl� frJrJ 5 co S BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS S 5 BUREAU OF ELECTRICITY C5 40 FULTON STREET — NEW YORK, NY 10038 5 55 CERTIFIES THAT51 5 5 Upon the application of upon premises owned by El ZELEK ELECTRIC CO. LAURA FINNAN 0 5 187A BOSTON POST ROAD WINTHROP AVENUE 5 5 OLD LYME, CT 06371-1384, FISHERS ISLAND, NY 06390 cS 5 55 Located at WINTHROP AVENUE FISHERS ISLAND, NY 06390 5 5 Application Number: 2094648 Certificate Number: 2094648 c5 Section: Block: Lot: Building Permit: BDC: ns11 e5 �5+ 5 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: C5 Basement, First Floor, Attached Garage, Outside, L� A inspection the limited to devices and wiring to the extent detailed 5 5 5 visual of premises electrical system, electrical herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 28th Day of July, 2006. Name (TY Rate Rating Circuit Type �+ 5 5 Miscellaneous �5 5 modular house 5 SN.Y.State 5 approval #19-30799 mfg -Haven homes 5 S 5 serial # 10263 5 5 Appliances and Accessories 5 5 Furnace 1 0 Oil 5 5 5 Wiring and Devices Switch 2 0 General Purpose 5 5 Fixture 6 0 Incandescent C5 5 Receptacle 2 0 GFC1 L; 5 5 Service 1 Phase 3W Service Rating 200 Amperes 5 5 5 Service Disconnect: 1 200 cb 5 Meters: 1 5 5 5 5 seat 5 I of I 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S 5 S o rJrJcPrru c1�P rrMpLrrrrr rL3fL3 L3rr3rrrnrn"C3pLr L[E-C. MEN a Tows Mdl, "M Malo PAW P.O. Baa 1179 SOWLOW. ?kw York 1197144 BUII.DWO AEBARTMBNT TOWN OF SOU MOM CERTIFICATION Date: b 6 iT Building Permit No. / tp Owner: -yc/1 p, it 5 /` i /c/4 fJ (please print) r (please print) Fir (631)766.18?] Tdspb x(631)766.1804 I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. I P1 .i. /.J�� -.l aa. Sworn to before me this -12A— day f 379 day of TL bYV 20 -0t, - Notary Public, �Coumy ROXANNESPAULDING NOTARY PUBLIC, STATE OF NEW YORK No.01SP6113942 QUA[ II IFI) IN S11FI01 K COUNTY MY COMMISSION LXPIRLS AUG. 0, 2006 03/31/2006 14:23 FAX 631 788 7788 FITEU?LIONE R002 05/31/2006 14:20 FAX 631 788 7798 FITELEPLONE 8UPERiOR WALLS.PURICATM a CMSVUCnCW MARS Q99e 0.640 D06 1008 TOWN OF SOUTHOLD ILUJLDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 7651802 FAX: (631) 7659502 www. northfork.net(Southoldl BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval PERMIT NO. 51I/ Q'& - Examined 17 20 Approved I 0 20_ 04, Disapproved a/c Exphation l20 -0—T c 5 2005 Septic N.Y.S Contact: Mail i Building Inspector APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date De.cem ber /,3, 200✓ 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 pan for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections- (Signature of>�ic� name if a corporation) 6,A J4_�hers j's/and q_a3l0 ailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises JDh r OL V'\ d k-0-1 ,Lr (As on the tax roll or If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. T a Plumbers License No. Electricians License No. Other Trades License No - 1. Location of land on which proposed work will be done: House Hamlet County Tax Map No. 1000 (Name) Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: , a. Existing use and occupancy V0LC'd.r\4r L0.tnCI b. Intended use and occupancy pr 1 McXrU res 1 d 'C.IICe— 3. Nature of work (check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost '� 3J%) , 000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units___L_Number of dwelling units on each floor If garage, number of cars 2- 6. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 1t 8. Dimensions of entire new construction: Front � 8 Rear 68Depth Height p Number of Stories 'a.- 9. Size of lot: Front I0 1• a Rear 10%. Depth ��)) �O D th oeC7I 80 10. Date of Purchase q -A2 -d5-- Name of Former Owner 7bOM42S and CarAIM 9tk'AM6?-IP(- 11. Zone or use district in which premises are situated Fl— LID 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO V 13. Will lot be re -graded? YES_ NO --,-/—Will excess fill be removed from premises? YES V/ NO 14. Names of Owner o Name of Architect Name of Contractc No. -7th 7 -- No No No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ ' IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? • YES_ NO -AL * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY O f k ) %r.t.V'd Ft vt a being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the Otuh c r (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 / Al *(` day of P& 64r 20 0 `1M A.A „ B, otary Public MARY B PANKIEWICZ Notary Public Stale of New York No 52.6267950 Commission Expires 1 y/8%6 61�'f'Ut.K- Signature of Applicant 4k Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename: C:\Program Files\Check\MECcheck\CVH-FINAN.cck TITLE: 276x44 CAPE COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non -Electric DATE: 12/02/05 DATE OF PLANS: 8/15/05 PROJECT INFORMATION: CVH-FINAN COMPANY INFORMATION: BUILDER: CONNECTICUT VALLEY HOMES 128 BOSTON POST ROAD EAST LYME, CT 06333 NOTES: MANUFACTURER: HAVEN HOMES INC PO BOX 178 554 EAGLE VALLEY ROAD BEECH CREEK, PA 16822 COMPLIANCE: Passes Maximum UA = 346 Your Home = 308 11.0% Better Than Code COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U -Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 990 19.0 19.0 26 Ceiling 2: Cathedral Ceiling (no attic) 220 19.0 0.0 11 Wall 1: Wood Frame, 24" o .c. 1958 19.0 0.0 93 Window 1: Vinyl Frame, Double Pane with Low -E 317 0.350 111 Door 1: Solid 57 0.173 10 Floor 1: All -Wood Joist/Truss, Over Unconditioned Space 1210 19.0 0.0 57 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building .plans, specifications, and other calculations submitted with this permit application. The proposed systems have been l 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 �/ 1me/t2t Date Z 2 Q s A MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release 1 c DATE: 12/02/05 TITLE: 276x44 CAPE Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-19.0 cavity + R-19.0 continuous insulation Comments: ( ) 2. Ceiling 2: Cathedral Ceiling (no attic), R-19.0 cavity insulation Comments: Above -Grade Walls: [ ] 1. Wall 1: Wood Frame, 24" o .c., R-19.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Vinyl Frame, Double Pane with Low -E, U -factor: 0.350 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: [ ] 1. Door 1: Solid, U -factor: 0.173 Comments: Floors: ( ] 1. Floor 1: All -Wood Joist/Truss, Over Unconditioned Space, R-19.0 cavity insulation Comments: Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. 4 [ ] 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 warm -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 R4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. Return ducts in unconditioned spaces (except basements) must be insulated to R-2 Insulation is not required on return ducts in basements. Duct Construction: [ ]I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic -plus -embedded -fabric, or tapes. Duct tape is not permitted. Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ( ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] 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 heat 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 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Table 2: Minimum Insulation Thickness for HVACPipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2" Runouts l" 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) Un to l" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVACPipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2" Runouts l" 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 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) ' Title No. MAC -277.22698 AN 1 03 "J INGLE AND SEPARATE SI METROPOLIS ABSTRACT, hereby certified to The Town of Southhold that is has caused the records of the Clerk of the County of Suffolk to be searched to ascertain the chains of title to the subject property (Winthrop Drive) and to the property adjoining on the North, East and West thereof from 1982 to date. Schedules A, B, C & D represent the result of each search. Acceptance of this report shall evidence agreement with the Company that NO INSURANCE IS TO BE ISSUED THEREON, and that in consideration of the limited charges therefore, the liability of the Company for any negligence, errors or omissions with respect to the contents thereof is limited to the charges paid therefor. METROPOLIS ABSTRACT BY: LYNETTE SCARPELL DATED: January 3, 2006 LOT 15: 1. Carl J. Schmid and Flora T. Schmid -to- William J. Faulkner Title No. MAC -277.22698 SCHEDULE"A" SUBJECT PREMISES Dated: 10/01/74 Recorded: 10/29/74 Liber: 7740 Page 469 2. William J. Faulkner. Dated: 07/07/75 -to- Recorded: 08/04/75 William J. Faulkner and Liber:7885 Page 396 Patricia J. Faulkner, his wife 3. William J. Faulkner and. Patricia J. Faulkner, his wife -to- Paul J. Bigelow and Jean M. Bigelow, his wife 4. Paul J. Bigelow and Jean M. Bigelow, his wife -to- Thomas Suedmeier and Carmen Suedmeier, his wife 5. Thomas Suedmeier and Carmen Suedmeier -to- John Finan and Laura Finan, his wife Dated: 04/20/96 Recorded: 05/07/96 Liber: 11772 Page 783 Dated: 04/20/99 Recorded: 05/25/99 Liber: 11965 Page 478 Dated: 09/15/05 Recorded: 10/26/05 Liber: 12416 Page 702 (Last Record Owners) Title No. MAC -277.22698 SCHEDULE "B" PREMISES ON THE NORTH LOT: 16 1. Frances B. Rauch Dated: 03/11/71 -to- Recorded: 03/19/71 John C. Evans Liber: 6902 Page 219 2. John C. Evans Dated: 03/15/96 -to- Recorded: 04/02/96 Walter C. Keenan and Liber: 11768 Page 277 Susan P. Keenan (Last Record Owners) Title No. MAC -277.22698 SCHEDULE"C" PREMISES ON THE EAST LOT 17: 1. Carl J. Schmid and Flora T. Schmid -to- William J. Faulkner 2. William J. Faulkner -to- William J. Faulkner and Patricia J. Faulkner, his wife Dated: 10/01/74 Recorded: 10/29/74 Liber: 7740 Page 469 Dated: 07/07/75 Recorded: 08/04/75 Liber: 7885 Page 396 (Last Record Owners) Title No. MAC -277.22698 SCHEDULE"D" PREMISES ON THE WEST LOT: 14 1. Miles Sinclair Whitener Virginia M. Whitener -to- Jansen Nayes Trustee under Trust Agreement for the Benefit of Mildred Dorothy Nayes 2. Jansen Nayes Trustee under Trust Agreement for the Benefit of Mildred Dorothy Nayes -to- Richard A. Miller Dated: 03/04/76 Recorded: 03111/76 Liber: 8001 Page 65 Dated: 05/22/84 Recorded: 06/07/84 Liber: 9576 Page 385 (Last Record Owner) TOWN OF SOUTHOLD, NEW YORK � DATE -June -12,.1975 . ACTION OF THE ZONING BOARD OF AFFEALS Appeal No. - 2050 - Dated May 20, 1975 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To William S. Faulkner - Appellant Box 355 Fishers Island, N. Y. at a meeting of the Zoning Board of Appeals on Julie 12, 1975 the appeal was considered and the Action indicated below was taken on your ( ) Request for variance due to lackof access to property ( ) Request for a ape" exception under the Zoning Ordinance «) Request for a variance to the Zoning Ordinance 1. SPECIAL EXCEPTION. By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article .................... Section .................... Subsection .................... paragraph ...................I of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed (. ) be confirmed because 8:45 F.M. (S.D.3.T.) upon application of William J. Faulkner, Box 355, Fishers Island,. New York for a variance in accordance with the Zoning ordinance, Article III, Section 100-30 and Bulk Schedule for permission to divide property with insufficient width and area. Location of property: North side Winthrop Drive, Fishers Island, New York, bounded on the north by J. Evans; east by R. Wadlington; South by Winthrop Drive; west by Mr. Whitener. Fee paid $ 15. 2. VARIANCZ. By resolution of the Board it was determined that (e) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because SEE REVERSE (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and in the same use district because SEE REVERSE (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the charveter of the district because SEE REVERSE and therefore, It was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector ( )be confirmed ( ) be reversed SEE REVERSE ZONING BOARD OF APPEALS FORM 23M Marjorie McDermott., Secretary . Southold Town Board of Appeals -16- June 12, 1975 people some other way. I am afraid we can't help you. i THE CHAIRMAN: Are there any othier questions? Is there anyone present who wishes to speak aglainst this application? (There was no response.) On motion by'Mr. 'Gillispie, seconded by Mr. Bergen, it was RESOLVED, Warren Waldvogel, BoxII250, Mattituck, New York be DENIED permission to erect off -premises "For Sale" sign on the south side of Middle Road (CR',27), Cutchogue, New York, as applied for, subject to the following condition: That the sign be removed from the premises within 24 hours of 9:00 P.M., June 12,',1975; limit for removal 9:00 P.M., June 13, 1975. Vote of the Board: Ayes:- Messrs: Gillispie, Bergen, Grigonis, Doyen. PUBLIC HEARING: Appeal No. 205Q - 8:45 P.M. (E.D.S.T.) upon application of William J. Faulkner, Box 355, Fishers Island, New York for a variance in accordance with the Zoning Ordinance, Article III, Section 100-30 and Bulk 'Schedule for permission to divide property with insufficient width and area. Lboati6n of property; North side Winthrop Driver Fishers Island, New York, bounded on the north by J. Evans; east by R. Wadlington; south by Winthrop Drive west by M. Whitener. Fee paid $ 15. The Chairman opened the hearing', by reading the application for a variance, legal notice of hearing; affidavits attesting to its publication in the official newspapers, and notice to the applicant. THE CHAIRMAN: The application is accompanied by a survey showing that the applicant is the owner of two parcels on Winthrop Drive consisting of 0.55+ acres and 0.50+ acres. The tracts are adjoining. There is 'a depth ofapproR?mately 201' on each of the side lines. The width is approximately 109' feet on the westerly lot, and 119' on the easterly lot.Tract No. 1 across the street is 0.36 acres and Tract No. 2 i o.33 acres. MR. SERGE DOYEN: There are some on the other side that are larger but most, in the immediate vicinity, are the same size. THE CHAIRMAN: I understand that public water and sewage is available. This is all part of the original Fort Wright area. Southold Town Board of Appeals -17- June 12, 1975 THE CHAIRMAN: Is there anyone present who wishes to speak -against this application? (There was no response.) After investigation and inspection the Board finds that applicant requests permission to divide property with insufficient width and area on the north side of Winthrop Drive, Fishers Island, New York. The findings of the Board are that public water and sewage are available; that the two properties in question, Tract No. 3 and Tract No. 4, are surrounded by lots of the same size or smaller size. The Board feels that it would be an unusual hard- ship to deny this application, and agrees with the reasoning of the applicant. The Board finds that strict application of the Ordinance would produce practical difficulties or unnecessary hardship; the hardship created is unique and would not be shared by all properties alike in the immediate vicinity of this property and in the same use district; and the variance will not change the character of the neighborhood, and will observe the spirit of the Ordinance. On motion by Mr. Grigonis, seconded by Mr. Doyen, it was RESOLVED, William J. Faulkner, Box 355, Fishers Island, New York be GRANTED permission to divide property, as applied for. Location of property: north side 'Winthrop Drive, Fishers Island. Vote of the Board': Ayes:- Messrs: Gillispie, Bergen, Grigonis, Doyen. PUBLIC.I;HEARING: Appeal No. 2051 - 9.00 P.M. (E.D.S.T.). upon application of Mary M. Wheeler, Executrix, Estate of Florence Moffat, Boisseau Avenue, Southold, New York for a special ex- ception in accordance with the Zoning Ordinance, Article III, Section 100,.-30 , Subseotion B-1, for permission to reinstate two family use of 'premises. Location of property: F. Moffat Estate, Boisseau Avenue, Southold, N.°Y., bounded on the north by M. Krukowski; east by W. Moffat, Jr.; south by C. Saltus; west by Boisseau Avenue. Fee paid '$ 15. The Chairman opened the hearing by reading the application for a special exception , legal notice of hearing, affidavits attesting to its publication in the official newspapers, and copy to the applicant. June 12, 2006 Box447 Fishers Island ,NY 06390 H ««To Whom It May Concern,)))) The Sanitary waste water is installed in the existing branch of the municipal sewer system, that terminates into the property line. Building Permit Number 31718 Laurie Chris Finan Box 625 Fishers Island, NY. 06390 Sincerely, Joseph D Hirschfeld Master Plumber- plumbing manager ............................ n t . STATE OF NEW YORK DEPARTMENT OF STATE 4 1 STATE STREET ALBANY, NY 1 2 23 1-000 1 GEORGE PATAKI GOVERNOR RANDY A. DANIELS SECRETARY OF $TATE January 13, 2005 Mr. Michael English Director of Engineering Haven Homes, Inc. Route 150 Beech Creek, PA 17756 RE: M 0139-02-055 RENEWAL Dear Mr. English: System approval - CONDITIONAL In reference to your written request received December 27, 2004, your original approval dated January 16, 2003 to construct Factory Manufactured Detached One- and Two -Family Dwellings and Multiple Single - Family Dwellings (Townhouses) System of Models designated M0139-02-055, is hereby renewed as authorized under 9 NYCRR 1209. This approval will remain in effect until January 13, 2007 unless sooner revoked, and is subject to renewal thereafter. Buildings manufactured under this approval are limited to installation on sites meeting the following criteria. 1. The seismic design category as determined bu geographic location and soilsite classification-is-limifed to seismic design category A, B, C and Dl. 2, The basic wind speed of a project is no more than 120 mph (3 second gust). The project site is limited to exposure category A, B, or C within the design wind speed. 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 70 psf. Supplemental Conditions of Approval In addition, the conditions under which system approval is granted are: I -The 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. I.l. A set of drawings comprising at a minimum: 1.1.1Cover sheet which contains information on: Project location Design criteria: listing of applicable design loads such asGroundSnow Load, Seismic Design Category, Wind Speed; Live Loads, Dead Loads, etc. W ,OOS.STATE.NY.US • E-MAIL: INFO@OOS. STATE. NY. US 9 ne<rcr.co a.acn Mr. Michael English January 13, 2005 Page 2 - 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. 1.3 Floor plans which convey the information on: - Required and provided light, ventilation, egress, window and door schedules - Unambiguous identification of structural members - Smoke detectors and GFCI 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. 1.3 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 terminationupon 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 ofNewYorkState. Deficiencies will be reported to Haven Homes.and are to be promptly addressed. The approval is indicated by the New York State Department of State "Stamp of Approval" placed on the originally submitted set of plans and by this qualifying letter dated January 13, 2005. A copy of the first two pages of this letter shall accompany each set of plans submitted for a building permit and be deemed a duplicate original. Sincerely yours, ?! Ronald E. Piester, R.A. Director Division of Code Enforcement and Administration cc: PFS Corporation (w/o attachment) File 02-070.wpd I=B=R CALCULATION SHEET 1502 A OWNER HAVEN HOMES INC. ADDRESS RT. 150 BEECH CREEK, PA 16822 DATE 11/1/2005 TOTAL BTU LOSS= 26520 TYPE OF BUILDING WOOD FRAME STRUCTURE CONSTRUCTION AS BELOW DESIGN TEMPERATURE DIFFERENCE 78 DEGREES F BTU PROVIDED= 0 BUILDER/CUSTOMER CVH-FINAN FIRST FLOOR _ Insert a Number (1) ® below specifications that apply Heat Type Windows Wall Insulation Ceiling Insulation Floor Insulation Electric Baseboard 0 Andersen HP 0 R19 1 R30 0 Rll 0 Hot Water Baseboard 1 MW HP 0 R21 0 R33 0 R19 1 SEVEN D 1 R25 0 R38 0 Room GREAT ROOM KITCHEN BATH 3 LAUNDRY AREA DINING ROOM FOYER H L W H L W H L W H L W H L W H L W Room Dimensions(Feet) 8 17.3 26.5 8 16.2 12.9 8 8_5 3 8 8_5 9_5 8 14.3 12.9 8 10.9 12.9 Length of Exposed Wall 62.1 BTU 16.2 BTU 11.5 BTU 9_5 BTU 27.2 BTU 10.9 BTU Gross Wall Area(SgFt) 496.8 REQ 129.6 REQ 92 REQ 76 REQ 217.6 REQ 87.2 REQ Glass Area(SgFt) 119 44.03 11 4.07 11.8 4.366 18 6.66 31.2 11.54 38 14.06 Net Wall Area(SgFt) 377.8 19.87 118.6 6.238 80.2 4.219 58 3.051 186.4 9.805 49.2 1.968 Ceiling Area(SgFt) 458.5 0 209 0 25.5 0 80.75 0 184.5 0 140.6 0 Floor Area(SgFt) 458.5 21.09 209 9.613 25.5 1.173 80.75 3.715 184.5 8.486 140.6 6.468 # of Exposed Walls 3 1 2 1 2 1 Room Volume for Infiltration(CuFt) 3668 88.02 1672 2)i.06 204 3.672 646 7.752 1476 26.56 1125 13.5 Total BTUH ® 78F Temperature Difference 13495 3119 1048 1652 4399 2808 Heat Distributing Units 23.07 5.331 1.791 2.824 7.52 4.799 Heat Dist. Units Provided Room H L W H L W H L W H L W H L W H L W Room Dimensions(Fest) Length of Exposed Wall BTU BTU BTU BTU BTU BTU Gross Wall Area(Feet) 0 REQ 0 REQ 0 REQ 0 REQ 0 REQ 0 REQ Glass Arsa(Feet) 0 0 0 0 0 0 Net Wall Area(Feet) 0 0 0 0 0 0 0 0 0 0 0 0 Ceiling Area(Feet) 0 0 0 0 0 0 0 0 0 0 0 0 Floor Area(Feet) 0 0 0 0 0 0 0 0 0 0 0 0 Exposed Walls Room Volume for Infiltration(Feet) 0 0 0 0 0 0 0 0 0 0 0 0 Total BTUH ® 78F Temperature Difference 0 0 0 0 0 0 Heat Distributing Units 0 0 0 0 0 0 Heat Dist. Units Provided I=B=R CALCULATION SHEET 1502 OWNER HAVEN HOMES INC. ADDRESS RT. 150 BEECH CREEK, PA 16822 DATE 11/1/2005 TOTAL BTU LOSS= 21054 TYPE OF BUILDING WOOD FRAME STRUCTURE CONSTRUCTION AS BELOW DESIGN TEMPERATURE DIFFERENCE 78 DEGREES F BTU PROVIDED= 0 BUILDER/CUSTOMER CVH-FINAN SECOND FLOOR Insert a Number (1) ® below specifications that apply Heat Type Electric Baseboard 0 Windows Andersen HP 0 Wall Insulation R19 1 Ceiling R30 Insulation 0 Floor R11 Insulation 0 Hot Water Baseboard 1 MW HP 0 R21 0 R33 0 R19 0 SEVEN D 1 R25 0 R38 1 Room BEDROOM 3 BEDROOM 4 BATH 2 NIC BEDROOM 1 BATH 1 Room Dimensions(Feet) Length of Exposed Wall H 8 27.9 L 15 BTU W 12.9 H L 8 13 13 BTU W H 12.9 88_9 8_9 L W 9_1 BTU H 8 16 L 6_5 BTU W 9_5 H 8 35 L W 14.1 16.8 BTU H 8 12 L W 12 11.8 BTU Grose Wall Area(SgFt) Glass Area(SgFt) 223.2 31.5 REQ 11.66 104 REQ 16 5.92 71.2 10 REQ 3.7 128 0 REQ 0 280 24.3 REQ 8.991 96 23.6 REQ 8.732 Net Wall Area(SgFt) Ceiling Area(SgFt) 191.7 193.5 10.08 4.838 88 4.629 167.7 4.193 61.2 80.99 3.219 2.025 128 61.75 6.733 1.544 255.7 236.9 13.45 5.922 72.4 141.6 2.896 3.54 Floor Area(SgFt) 193.5 0 167.7 0 80.99 0 61.75 0 236.9 0 141.6 0 # of Exposed Walls 2 1 1 2 2 1 Room Volume for Infiltration(CuFt) 1548 27.86 1342 16.1 647.9 7.775 494 8.892 1895 34.11 1133 13.59 Total BTUH Q 78F .� Temperature Difference 4246 2406 1304 1339 4873 2243 Heat Distributing units 7.259 4.112 2.229 2.289 8.33 3.835 Heat Diat. Units Provided - Room BEDROOM 2 H L W H L W H L W H L W H L W H L W Room Di=ensions(Feet) 8 16 12.9 Length of Exposed Wall 28.9 BTU BTU BTU _ BTU BTU BTU Groes Wall Area(Feet) Glans Area(Feet) 231.2 39.3 REQ 14.54 0 RBQ 0 0 REQ 0 0 REQ 0 0 REQ 0 0 REQ 0 Net Wall Area(Peet) Ceiling Area(Feet) Floor Area(Feet) Exposed Walla 191.9 206.4 206.4 2 10.09 5.16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Room Volume for _ Infiltration(Feet) Total BTUH ® 78F 1651 29.72 0 0 0 0 0 0 0 0 0 0 Temperature Difference 4642 0 0 0 0 0 Heat Distributing Units 7.936 0 0 0 0 0 Heat Diet. Units Provided a R & s Tavares Associates Design :: Consulting'-,-: Project Management 3324 Santa Fe Street, Riverbank, CA 95367 (209) 863-8928, fax: (209) 863-8952 Web: www.rstavares.com RSTA JOB# 5306 November 23, 2005 FOR: RAVEM 803� JOB: LhAURA �, .J®& ➢ �'� 554 EAGLE VALLEY RD P.O. BOX. 178 BEECH CREEK, PA 16822 BUILDER: C V H 120 MPH WIND - 3 SEC GUST, EXPOSURE 'C' PER ASCE 7-98 / WFCM 95 INDEX Cover Page Loading Summary Wind Distribution per ASCE 7-98 Allowable Diaphragm Schedule Simpson Connector Design Values Roof Diaphragm Design Roof Diaphragm Continuity Check Shear Force Summary @ 2nd Floor Shear Wall Design @ 2nd Floor . 24d Floor Diaphragm Design 2nd Floor Diaphragm Continuity Check. Shear Force Summary @ 1st Floor Shear Wall Design @ 1:t Floor . 151 Floor Diaphragm Design Floor Diaphragm Continuity Check Lateral Framing Connection Shear Force @ 15T Floor Attached WFCM Supplement 1 2-3 4-5 6 7 8 9 10 11-13 14 15 116 17-20 21 22 23-24 25 Total of 36 PAGES A R & S TAVARES ASSOCIATES 3324 SANTA FE STREET TEL: (209) 863 8928 RIVERBANK, CA 95367of'IrAVARES FAX: (209) 863 8952 J yS8pr,1ATf,S GRAVITY LOADING SUMMARY ROOF : Roof Pitch @ Bldg = 4.6875 112 8 ft Ceiling Ht WRDL := 15 psf Roof & Ceiling Assembly Dead Load weeil := 5 psf Ceiling Dead Load wWDL := 12 psf Wall Dead Load WFDL := 12 psf Floor Dead Load LATERAL LOADS TO ROOF FRAME - WINDS LOAD @ 120 mph, 3 -sec Gust, Exp."C", 4.6875 / 12 Roof Pitch Per ASCE-7-98 1:= 1 Category II per Table 6-1 ASCE Pg. 55 V:= 120 Equi. Basic Wind Speed (3 Sec Gust) Kd := 0.85 Wind Directionality Factor, per Table 6-6 ASCE Pg.61 KZI := 0.85 Velocity Pressure Exposure Coeeficients per Table 6-5 ASCE Pg.60 Up to Roof Mean Ht of 15' Elev. Kz2 := 0.90 Velocity Pressure Exposure Coeeficients per Table 6-5 ASCE Pg.60 Up to 23' Elev. Kzt:= 1.0 Topographic Factor per ASCE 6.5.7.2 & ASCE 6.4.1-7 qhl := 0.00256•Kd Kzl.Kz1 V2.1 Velocity Pressure (Ib/ft^2) per Eq.6-16 ASCE Pg.32 Up to 20' Elev. Ib qh1 =26.6 ft qh2 = 0.00256•Kd-Kz2•KzfV2.1 Velocity Pressure (Ib/ftA2) per Eq.6-16 ASCE Pg.32 Up to 30' Elev. Ib qh2 = 28.2 2 ft P = gh•(GCpf — GCpi)Design Wind Pressure per Eq.6-16 ASCE Pg.32 psf A CTnu con.. HAVEN HOMES I KUL; I URAL CALCULATIONS Sheet 2 of (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET RIVERBANK, CA 95367 AVARES FAX: (209) 863 8952 `777 � assnrr,�res gni 26.6 1 9h2 =128.2 I MWRFS Loads GCpf GCpi GCpf-.GCpi P, P2 ELV.=15' ELV.=23' Wind Perpendicular to Ridge (CASE A) Windward RoofINT EXT 0.57 0.89' 0.18 0.18 0.75 -1.07 r -21.15 -30.17 t Leeward Roof INT -0.47 0.18 -0.65 -18.33 EXT -0.67 0.18 -0.85 -23.97 Windward Wall INT 0.53 -0.18' 0.71 18189' ,NNW EXP0:79 ' -0.18 0.97 25)80 MEMO Leeward Wall INT 0.42 0.18 -0.6 -15.96 EXT -0.62 0.18 -0.8 -21.28 MWRFS Loads GCpf GCpi GCpf-GCpi P1 P2 ELV.=20' ELV.=30' Wind Parallel to Ridge (CASE B) Roof 2 INT + -0.69 - 0.18 -0.87 -24.53 Roof 3 EXT INT 1.07 0.37 0.18 0.18 -1.25 -0.55 -35:25' -15.51 EXT -0.53 0.18 -0.71 -20.02 Wall 1 INT -0.45 0.18 -0.63 -16.76 EXT: -0.48 0.18 -0.66 -1756 Wall INT -0.45 0.18 -0.63 -16.76 EXT -0.48 0.18 -0.66 -17.56 Windward Wall INT 0.4 -0.18 '. 0.58 15.43 - 16.36 EXT: 0.61 -0.18 0.79 21 AT- 22.28' Leeward Wall INT 0.29 0.18 -0.47 -12.50 -13.25 EXT -0.43 0.18 -0.61 -16.23 -17.20 NOTE: 1) AVERAGE' OF INT & EXT IS USED. PLEASE REFER TO DIAGRAM OF PAGE 43 OF ASCE 7-98 FOR BUILDING SURFACE DESIGNATION KZ5I A# 5306 STRUCTURAL CALCULATIONS Sheet 3 of HAVEN HOMES (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 AVARES '1�.89017,tiYrsS DISTRIBUTION OF WIND INTO MAIN BUILDING'S SURFACE ROOF PITCH 4.6875 / 12 j A 25.66 psf 21.15 psf 23.90 psf 19.70 psf fL.�� 9.34 psf 7.70 psf 6" 2T 2T-6' 22.34 psf 18.62 psf 22.34 psf 18.62 psf WIND PERPENDICULAR TO RIDGE Cam B 13 P1 n psf - MrIT16.55 pf 27.84 psf10.88 psf646 psf I 2r 6• 17.16 psf 17.16 psf 17.16 psf 17.16 psf 19.32 psf 15.23 psf 18.22 psf 14.36 psf 44'-0" WIND PARALLEL TO RIDGE " I^" j ua STRUCTURAL CALCULATIONS HAVEN HOMES Sheet 4 of (CVH - Laura & John FINAN) M R & S TAVARES ASSOCIATES 3324 SANTA FE STREET RIVERBANK, CA 95367 , AVARES 'ASSpF=`[ATPS DISTRIBUTION OF WIND INTO BUILDING V_RF_T=214 PLF V_FLR2 T- 369 F V_FLRI T=205 TRANSVERSE DIRECTION V_RF_T= 214 PLF V_FLR2 T=369F V_FLR]_T=205..., TRANSVERSE DIRECTION TEL: (209) 863 8928 FAX: (209) 863 8952 TRANVERSE SHEAR ( IN 27'-6" DIRECTION) v 4.6875 27.5 T:= (9.34) ( 12 2 ) + (22.34 + 18.62).8 ll 2 vgp: T = 214 plf VFLR2_T:= (22.34+ 18.62).(2 + 2 + 1J FLR2_T=369 plf v VFLRl_T:= (22.34+ 18.62).1 8 + 1J 2 vFLRI_T = 205 pif LONGITUDINAL SHEAR (IN 44'-0" DIRECTION) 1I v� L:= (19.32+ 15.23) 4.6875 ]? 2 27.5 J 1 .2 +(18.22+ 14.36)•$ �_L=223 plf 2 v VFLR2 L (18.22+ 14.36)•8 + 6 + I (2 2 ) vFLR2_L = 293 plf VFLR1_L (18.22+ 14.36)•($ + 1J 2 vFLRI_L = 163 plf UPLIFT Uplift:= 27.84+ 16.55 2 AVERAGE UPLIFT Uplift = 22 psf RSTA# 5306 STRUCTURAL CALCULATIONS Sheet 5 of HAVEN HOMES (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 , AVARES � xss�xr,rr�s ALLOWABLE DIAPHRAGM DESIGN VALUES ROOF DIAPHRAGMS 5/32" CDX OR OSB (24/0- EXP1) - USE PLY CLIPS @PLY PANEL EDGES AILING SHALL BE 8d @ 6" E.N., & 12" F.N. OR 7/16"x2"x16Ga Staple @ 4" E.N., & 8" F.N. ALLOWABLE SHEAR =(165*1.4*4/3=308 PLF) or (165*1 4= 231 PLF) VALLOW RFT 30 pif FLOOR DIAPHRAGMS VALLOW RF L' 231 pif 11 1PLY OVER 1/2 PLY , ODX OR OSB (24/0- EXP1) , T&LEDGES OP PLY NAILING SHALL BE 7d @ 6 EX,& 12" F.N. OR EQUIV. OTTOM PLY NAILING SHALL BE 10d @ 6" E.N.,& 12" F.N. OR 7/16"x2"x16Ga Staple @ 4" E.N., & 8" F.N. ALLOWABLE SHEAR = (200"1 4*4/3=372 PLF) or (200-1.4=280 PLF) VALLOW FLR T'= 37 plf SHEARWALL DIAPHRAGMS VALLOW FLR L 28 pif 32" CDX OR OSB ( EXP1) OVER FRAMING W/ 1/2" GYP. INTERI ILING FOR SHEATHING SHALLBE 8d @ 4," E.N.,& 12" F.N. OR 7/16"x2"x16GaStaple @ 2" E.N., &' 8" F.N. ILING FOR GYB SHALL BE 5d @ 4" E.N.,& 10" F.N. OR EQUIV. FRAMING MEMBER RECEIVING EDGE NAILNIG _OWABLE SHEAR =_350*1.4 + 125 = 615'PLF w/ REDUCTION 5/32" CDX OR OSB (EXP1)OVER FRAMING W/1/2" GYP. INTERIOR AILING FOR SHEATHING,SHALL BE 8d @ 3" E.N.,& 12" F.N. X FRAMING MEMBER RECEIVING EDGENAILNIG LLOWABLE SHEAR = 450*1.4+125:=.755 PLF w/ REDUCTION YPEIISHEARWALL PERFORATED O O HAVEN HOMES STRUCTURAL CALCULATIONS Sheet -6 of (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES A 3324 SANTA FE STREET FAX: (209) 863 8952 TEL: 209 863 8928 RIVERBANK, CA 95367 ' , AVAIiES \. CJ 'A95AN'I,#'FP.S ALLOWABLE CONNNECTOR DESIGN VALUES (BASED ON SP421 SIMPSON CONNECTORS A35 12- 8d NAILS Shear — H2.5 10- 8d NAILS MSTC52 48- 16d NAILS LSTA12 5- 10d NAILS EA. END STHD14RJ 38- 16d NAILS ST6224 28- 16d NAILS alto !A35 _ 60 LB TensionallowH25 36 LB TensionallowMSTC52 414 LB TensionallowLSTA12 G9 LB TensionallowSTHD14RJ 388 LB TensionallowST6224 254 LB STRAP 1 1/4"X 16" 0.19" GaTension 4- 8d NAILS ON TOP OF a11owSTRAP 50 LB CEILING JOIST 3- 8d NAILS AT EACH PLATE & AT MARRIAGE WALL I'll STRUCTURAL CALCULATIONS Sheet 7 of HAVEN HOMES (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES 3324 SANTA FE STREET RIVERBANK, CA 95367 ROOF DIAPHRAGM DESIGN >t AVARES Ij Fmssoc�.xrFs SHEAR IN TRANSVERSE (a) ROOF DIAPHRAGM v—T = 214 plf See Summary in Sht. 5 TEL: (209) 863 8928 FAX: (209) 863 8952 wRE T:= v�_T'44 wRF T= 171 plf into Lines 1 & 2 2.27.5 — since w T = 171 plf < VALLOW RF T = 308 plf < > R SHEAR IN LONGITUDINAL (a) ROOF DIAPHRAGM Iv R -F L = 223 1 plf See Summary in Sht. 5 vPF L-27.5 wRg L — 244 wRFL = 70 plf into Lines A & B -- since w L = 70 plf VALLOW RF_L = 231 1 plf R LONGITUDINAL 223 PLF TRANSVERSE 214 PLF ► ROOF DIAPHRAGM T ' I 4:12 -------------------------------------------- 19.5' ' I 27.5' WII 12:12 j B 44' 1 2 RSTA#5306 STRUCTURAL CALCULATIONS HAVEN HOMES (CVH - Laura & John FINAN) Sheet 8 of I R & S TAVARES ASSOCIATESjj�� TEL: (209) 863 8928 3324 SANTA FE STREET 'il.^I'AYARFAX: (209) 863 8952 S RIVERBANK, CA 95367 77S^^,pysocrES ROOF DIAPHRAGM CONTINUITY CHECK - MODULE TO MODULE CONNECTION (a) ROOF RIMBAND - ALONG MATELINE NOTE: DEEP BEAM HORIZONTAL SHEAR s "E SI. PIS v •p = 214 plf a 0.NP plf TE116CH- bNDt D.l DINTIPAfiM 4,91H �-- �-�-F-�-�-------- fir:,,• P IMiE-1.,, W vim; T'44 2 8 FMATE := 27.5 2 ALLOW16d nail 122.1.6.1.1 2ALLOW16d nail SpacingCeq:= — •12 FMATE 44 SO, NEED (2) 16d NAILS PER 60.2 IN FMATE = 3767 Ib ALLOW] 6dnail = 215 Ib Spacing7eq = 60.2 in ROVIDE (2)96d NAILS PER BAY 0 ROOF DIAPHRAGM RIM CONNECTION -- MODULE TO MODULE CONNECTION (a) ROOF RIMBAND - AT ENDWALLS NOTE: CHORD FORCE CONTINUITY vRF L'27.52 & tension force to chord ECHORD 44 FCHORD = 479 LB SINCEFCHORD - 479 LB < Tension - 2540 LB �� a11owST6224 - ROVIDE ST6224 SIMSON STRAP. RIMBAND GABLE END WALLS R0 HS D3Utl HAVEN HOMES (CVH - Laura & John FINAN) STRUCTURAL CALCULATIONS Sheet 9 of . R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET AVARES FAX: (209) 863 8952 RIVERBANK, CA 95367 7 , s 'TATM SUMMARY SHEAR FORCE DUE TO ROOF DIAPHRAGMS (INTO 2ND FLOOR SHEARWALL) RI = vRF T' Z4 INTO LINE 1 Rl = 4708 LB R2 := vim, T' 24 INTO LINE 2 R2 = 4708 LB RA:=vR-F_L•27.5 INTO LINEA RA=6135 LB RB := vRF L 275 INTO LINE B R 3068 LB 2 1 NOTE: Re GOES TO SHEARWALL @ LINE B @ 1ST FLOOR, BECAUSE THERE IS NO SHEARWALL @ LINE B @ 2ND FLOOR 2.8' OPEN RB —I, RI 1 SHEARWALL @211D FLOOR (4) 3' OPEN RZ 1 A 19.5' 27.5' C 8' B 44' 1 2 n� I Al; b3u6 STRUCTURAL CALCULATIONS HAVEN HOMES (CVH - Laura & John FINAN) Sheet 10 of R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREETFAX:FAX: (209) 863 8952 RIVERBANK, CA 95367 Oct, Vsazsras \ / - CHECK SHEARWALL & OVERTURNING Ca 2nd FLOOR (DUE TO ROOF DIAPHRAGM) Line 1 (2nd FLOOR): O Rl = 4708 Lsw 27.5 — 8 ft Lt := Lsw-2.8 L] = 16.7 ft L Percentfull ht Lsw 1 — Percentfull —ht = 0.86 Ratioeffective = 0.88 per Table 3B WFCM °effective Ratioeffective'615 See Shearwall Schedule R1 Vl := Vl = 282 plf < ueffective = 541 plf Ll �i ueffective= 541 plf ShearWall S� For 19'-6" Perforated ShearWall (w/ 88% Effective Shear) (a) LINE 1 Lsw = 19.5 ft Hwall := 8 ft Wall Height 2 MOT:= RI-Hwall + Uplift -4. Lsw 2 Lsw 2 Lsw 2 MR := WWDL'Hwall' 2 + (wRDL)-4' 2 MR = 19773 < MOT= 54544 Ib -ft 3 MOT = 54544 Ib -ft MR = 29660 There is OverTurning Ib -ft MOT _ 2 MR < TensionallowMSTC52 = 4145 Ib or equiv. T:= 3 T.=1783 Ib CENTERED @ 1ST & 2ND FLOOR Lsw MODULES , @ GABLE END POST USE MSTC52 0 EA. END OF 49'-6" PERFORATED SHEARWALL 0 2nd FLOOR OF LINE 1 t<STA# 5306 STRUCTURAL CALCULATIONS Sheet 11 f HAVEN HOMES o (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES TEL:. (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 AVARES tA89tN_[�rF.S - Line 2 (2nd FLOOR)' r 1 R2 = 4708 Ib Lsw := 27.5 – 8 ft L2 Lsµ, – 0 L2 = 19.5 ft L2 a., - --- -- Percentfull h — - Percen = 1 _t L tfull_ht sw Ratioeffective 1 per Table 3B WFCM °effective Ratioeffective'615 See Shearwall Scheduleu effective = 615 plf R2 V2 L2 V2 - 241 plf < °effective = 615 plf ShearWall S 1 For 19'-6" Perforated ShearWall (vI/ 100% Effective Shear) (a LINE 2 Lsw = 19.5 it Hwall := 8 ft Wall Height 2 MOT := R2' Hwall + Uplift -4. L Z MOT = 54544 Ib -ft 2 2 Lsµ' Lsw MR:= WWDL'Hwall' 2 +(wRDL)'4'2 MR=29660 Ib -ft 3 MR = 19773 < MOT = 54544 Ib -ft There is OverTurning MOT _ 2 MR < TensionallOwMSTC52 = 4145 Ib or equiv. 3 T:= T = 1783 Ib CENTERED @ 1ST & 2ND FLOOR Ls`v MODULES , @ GABLE END POST USE MSTC52 01) EA END OF 19'.6" PERFORATED SHEARWALL R 2nd FLOOR OF LINE 2 HAVEN HOMES STRUCTURAL CALCULATIONS Sheet1_2 Of (CVH - Laura & John FINAN) ; R & S TAVARES ASSOCIATES 3324 SANTA FE STREET RIVERBANK, CA 95367 AVARES xssa rreras Line A (2nd FLOOR): R = 6135 Ib Lsw := 44 ft L := L – 4.3 A Lsw LA LA = 32 ft percentfull_ht L Percentfull_ht = 0.73 sw Ratioeffective 0.79 per Table 3B WFCM °effective Ratioeffective'615 See Shearwall Schedule TEL: (209) 863 8928 FAX: (209) 863 8952 °effective = 486 plf R VA = A VA - 192 Plf < u 486 If LA effective - P ShearWall 1 For 44'-0" Perforated ShearWall (w/ 79°/ Effective Shear) @-) LINE A Lsw = 44 ft Hwall 8 ft Wall Height 2 27.5 Lsw MOT RA'Hwall + Uplift. 4 2 MOT = 196791 Ib -ft 2 2 Lsw 27.5 Lsw MR := wWDL'Hwall' 2 + (wRDL)•—• sMR = 29660 Ib -ft 2 4 2 3 MR = 128502 < MOT = 196791 Ib -ft There is OverTurning 2 T – MOT – 3 MR, < Tension4145= 4145 Ib or equiv. T=1552- Ib Lsw LOCATED @ GABLE END FACE LINE B USE MSTC52 aA EA END OF 44--o" PERFORATED SHEARWALL 0 2nd FLOOR OF LINE A "" STRUCTURAL CALCULATIONS HAVEN HOMES Sheet 13 of (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES 3324 SANTA FE STREET RIVERBANK, CA 95367 2nd FLOOR DIAPHRAGM DESIGN at AVARES S ;assaartiras SHEAR IN TRANSVERSE (N 2nd FLOOR DIAPHRAGM FLR2_T = 369 plf See Summary in Sht. 5 VFLR2 T-44 WFLR2_T 2 27 5 WFLR2_T = 295 plf into Lines 1 & 2 since °FLR2_T = 295 plf < V.ALLOW_FLR T = 372 If TEL: (209) 863 8928 FAX: (209) 863 8952 SHEAR IN LONGITUDINAL (a) 2nd FLOOR DIAPHRAGM FLR2_L = 293 Of See Summary in Sht. 5 vFLR2_L-27.5 wFLR2 L wFLR2 L = 92 Of into Lines A & B 2.44 — <F) since NFLRZ_L = 92 plf < VALLOW FLR L = 280 plf LONGITUDINAL 293 PLF TRANSVERSE 369 PLF ► A ► 2ND FLOOR DIAPHRAGM 19.5' _—_—__— 27.5' C rr B <---- 44' 1 2 KS I Alf 53U6 STRUCTURAL CALCULATIONS HAVEN HOMES (CVH - Laura & John FINAN) I Sheet 14 of — R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE S STREET AYAItEFAX: (209) 863 8952 RIVERBANK, CA 95367 7777 S Assoc�nE 2nd FLOOR DIAPHRAGM CONTINUITY CHECK -- MODULE TO MODULE CONNECTION fail FLOOR RIMBAND : ALONG MATELINE NOTE: DEEP BEAM HORIZONTAL SHEAR '"^'""`"" N KF VFLR2_T = 369 plf IMM TLN910H- =293 plf a+cnuowu numua� cwie �FLR2 L s A) RF C 27.1 Z 0 VFLR2_T'44 � z 8 FMATE 27.5 FMATE = 6488 Ib 2 ALLOWbolt:= 1080 ALLOW bolt Spacingre9:= F MATE 44 ALLOWbolt= 1080 Ib Spacingfeq = 7.3 ft ROVIDE 112"DIAM. THRU BOLTS @ 6'0.c. @ 2ndFLOOR PERIMETER BEAMS ON SITE -- MODULE TO MODULE CONNECTION fab 2nd FLOOR RIMBAND' AT ENDWALLS NOTE: CHORD FORCE CONTINUITY °FLRZ L'27.5 z FCHORD 44 tension force to chord FCHORD = 630 LB SINCE FCHORD = 630 LB < Tension 2540 LB allowST6224 = ROVIDE ST6224 SIMSON STRAP A RIMBAND GABLE END WALLS KSIA#5306 STRUCTURAL CALCULATIONS Sheet 15 of HAVEN HOMES (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES 3324 SANTA FE STREET RIVERBANK, CA 95367 '0AVARES 'xsxa:ra'rrs TEL: (209) 863 8928 FAX: (209) 863 8952 SUMMARY SHEAR FORCE DUE TO 2ND FLOOR DIAPHRAGM 44 RI_FLR2 "FLR2_T' LB 2 R1_FLR2 - 8110 44 R2_FLR2 ' vFLR2_T' 2 R2_FLRZ - 8110 LB RA_FLIZ2 VFLRZ27.5_L' 2 RB_FLR2:- VFLR2L27.5 _' 2 RA_FLR2 = 4032 LB RB_FLR2 - 4032 LB COMBINED SUMMARY SHEAR FORCE 1ST FLOOR SHEAR WALL RI_COMBRI + RI_FLR2 Ill _COMB= 12818 LB R2—COMBR2 + R2_FLR2 R2_COMB = 12818 1 LB RA— COMB := RA + RA FLR2 RB_COMB := RB + RB FLR2 SHEARWALL@ ]-FLOOR !, 1° R,---O,A (2) 2.8' 8'+3.4'+2.8' OPEN OPEN 2' OPEN 19.5' ----------------------------- ------ I 27.5' (4)2.8'+5.5' OPEN I r Re-► I_ 1 2 RA COMB - 10167 B RB_COMB' 7099 LB NO IA8 03U6 STRUCTURAL CALCULATIONS Sheet 16 of HAVEN HOMES (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES 3324 SANTA FE STREET AVA RIVERBANK, CA 95367 5 S AVARREES � �.. CHECK SHEARWALL & OVERTURNINGan IST FLOOR Line 1 (1st FLOOR). Rl_COMB= 12818 Ib Lsw:= 27.5 ft Ll := Lsµ, -2.2.8 L L I = 21.9 ft Percentlull _ht := l Percentfull_ht = 0.80 L sw Ratioeffective 0.83 Per Table 3B WFCM TEL: (209) 863 8928 FAX: (209) 863 8952 °effective Ratioeffective'755 See Shearwall Schedule °effective = 627 Plf RCOMB V 1 :_IL1 vl = 585 Plf < ueffective - G27 plf ShearWall SZ For 27'-6" Perforated ShearWall (w/ 83% Effective Shear) lug LINE 1 LSµ, = 27.5 ft Hwall := 8 ft Wall Height MOT := RI.17 + Rl_FLR2'Hwall MOT= 144919 Ib -ft 2 L 2 L 2 MR := µ'WDL' 17• L 2 ) + (wRDL)-4• 2 + (wFDL)'4. 2 MR =117975 Ib -ft MR = 78650 < MOT= 144919 Ib -ft There is OverTurning 3 MOT – 3 MR < Tensionall0wSTHD14R7 = 3885 Ib or equiv. T:= L FT= -24-10-1 lb INSTALLED @ FOUNDATION WALL @ sw GABLE END USE STHD14RJ A EA. END OF 27'-6" SHEARWALL an 1 ST FLOOR OF LINE 1 RSTA# 5306 STRUCTURAL CALCULATIONS Sheet 17 of HAVEN HOMES (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET RIVERBANK, CA 95367 AVARES FAX: (209) 863 8952 �ssarnras Line 2 (1st FLOOR): R2_COMB= 12818 Ib L,,:=27.5 ft L2 L2 = 25.5 ft Percentfull_ht := L sw Ratioeffective:= 0.88 per Table 3B WFCM R..__. arzr r•a"'•Y avw 2 Lsw — 2 a.w ------------------- ----- Percentfull_ht = 0.93 ,Y ueffective:= Ratioeffective'615 See Shearwall Schedule u = 541 plf effective — R2 COMB V2 L2 V2 503 plf < ueffective = 541 Of ShearWall S For 27'-6" Perforated ShearWall (w/ 88% Effective Shear) (a) LINE 2 Lsµ, = 27.5 ft Hwall := 8 ft Wall Height MOT:=R2'17+R2 FLR2'8 MOT=144919 Ib -ft 1 2 MR := Cµ WDL' 17. LZ 2J + (wRDL� 4. Lz SW2 + (wFDL)'4' LZ MR = 117975 Ib -ft 3 MR = 73650 < MOT = 144919 Ib -ft There is OverTurning 2 MOT — 3 MR < TensionalI2wSTHDI4RJ = 3885 Ib or equiv. T:= T = 2410 Ib Lsµ INSTALLED @ FOUNDATION WALL @ GABLE END USE STHD14RJ 0 EA. END OF 27'-6" SHEARWALL (7a 1ST FLOOR OF LINE 2 ""~'r ojuts STRUCTURAL CALCULATIONS Sheet 18 of HAVEN HOMES (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES 3324 SANTA FE STREET RIVERBANK, CA 95367 Line A (1st FLOOR): RA_COMB = 10167 Ib Lsw 44 LA LA = 29.8 ft Percentfull ht := — – Lsw Ratioeffective:= 0.62 per Table 31? WFCM 2 AVARES Asso�rxrs TEL: (209) 863 8928 FAX: (209) 863 8952 a �.r r ft LA := Lsw – 8 – 3.4 – 2.8 'a:,f ••,.._. Percentfull_ht = 0.68 °effective:= Ratioeffective'615 See Shearwall Schedule °effective = 381 plf RA COMB VA := VA = 341 plf < ueffective =381 plf ShearWall A For 44'-0" Perforated ShearWall (w/ 62% Effective Shear) Cel LINE A Lsw = 44 ft Hwall := 8 ft Wall Height MOT := RA' 17 + RA_FLR27.5 Lsw 2 2 Hwall + UpIiR• 4 2 MOT = 284264 Ib -ft 2 2 2 Lsw 27.5 Lsw 27.5 Lsw MR := �'WDL' 1 T 2 + (wRDL)' 4 2 + (wFDL)' 4 2 MR = 377157 Ib -ft MR = 251438 >MOT = 284264 Ib -ft There is OverTurning 3 2 MOT – 3 MR < TensionallowSTHD14RJ = 3885 Ib or equiv. T:= T = 746 Ib Lsw LOCATED @ GABLE END FACE USE STHD14RJ (ail EA END OF 44'-0" PERFORATED SHEARWALL 0 1ST FLOOR OF LINE A Ks rA#5306 STRUCTURAL CALCULATIONS Sheet 19 of HAVEN HOMES (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES 3324 SANTA FE STREET RIVERBANK, CA 95367 a AVARES � � rssa:taras Line B (1st FLOOR): RB_COMB = 7099 Ib Lsw:= 44 ft LB = 27.3 ft PercentfullLB _ht := Lsw TEL: (209) 863 8928 FAX: (209) 863 8952 ,_ t 1� LB := Lsw — 4.2.8 — 5.5 -------------- - Percentfull ht = 0.62 Ratioeffective:= 0.57 per Table 3B WFCM °effective:= Ratioeffective'615 See Shearwall Schedule RB COMB VB L B FB7 260 plf < oeffective = 351 plf oeffective = 351 1 plf ShearWall S1 For 44'-0" Perforated ShearWall (w/ 57% Effective Shear) fad LINE B Lsw = 44 ft Hwall := 8 ft Wall Height 27.5 Lsw 2 MOT:= RB- 17 + RB_FLR2'Hwal) +Uplift• 4 •2 MOT = 232113 Ib -ft Lsw2 27.5 Lsw2 27.5 Lsw 2 MR WWDL-17- 2 + (wRDL)• 4 • 2 + (`n'FDL)'4'2 MR = 377157 Ib -ft MR = 251438 < MOT= 232113 Ib -ft There is OverTurning 3 2 MOT - 3 MR � TensionallowSTHD14RJ = 3855 Ib or equiv. T�= T = -439 Ib Lsw LOCATED @ GABLE END FACE USE STHD14RJ HOLDDOWN na EA END OF 44'-0" PERFORATED SHEARWALL A 1st FLOOR OF LINE B KJ IA# 5306 STRUCTURAL CALCULATIONS Sheet 20 of HAVEN HOMES (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES * TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 i.� AVARES J M.SS6N'IATP-4 1st FLOOR DIAPHRAGM DESIGN SHEAR IN TRANSVERSE fill 1st FLOOR DIAPHRAGM FLRI_T = 205 Of See Summary in Sht. 5 VFLRI T-44 wFLRI_T'= 2 27 5-FLRI_T = 164 pif into Lines 1 & 2 since WFLRI_T = 164 pif < V - 372 If ALLOW FLR T - SHEAR IN LONGITUDINAL na 1st FLOOR DIAPHRAGM FLRI_L = 163 pif See Summary in Sht. 5 VFLRI L'27.5 "FLRI_L = 2.44 since WFLRl_L = 51 plf WFLRI_L = 51 pif into Lines A & B < VALLOW FLR L =280 If TRANSVERSE 205 PLF A [DIAPHRAGM FLOOR -'--'- 19.5' 27.5' C�8. B 1F 44� O O n0I `* °dVb STRUCTURAL CALCULATIONS Sheet 21 of HAVEN HOMES (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 * AVARES \ nS&Sk"GWrag 1st FLOOR DIAPHRAGM CONTINUITY CHECK -MODULE TO MODULE CONNECTION (a) 1st FLOOR RIMBAND ALONG MATELINE NOTE: DEEP BEAM HORIZONTAL SHEAR F Af M1F �PLR1_T = 205 plf ou�M r�sKK.Tr - �FLRI L = 163 plf inxcmrowA,, awin F_MALE-]pqp T21rcvFLRIT'44z- 8 � z FMATE 27.5 FMATE = 3604 Ib 2 ALLOWbolt:= 1080 ALLOWbolt = 1080 Ib ALLOW bolt Spacingreq : F MATE Spacing7eq = 13.2 ft 44 ROVIDE 112" DIAM. THRU BOLTS 8'0.c. 1st FLOOR PERIMETER BEAMSON SITE -- MODULE TO MODULE CONNECTION (a) 1stFLOOR RIMBAND AT ENDWALLS NOTE: CHORD FORCE CONTINUITY °FLRI L'27.5 z 44 tension force to chord CHORD = FCHORD= F 350 LB SINCE2540 FCHORD - 350 LB < LB TensionallowST6224 = ROVIDE ST6224 SIMSON STRAP RIMBAND GABLE END WALLS 'IQ V1d Dano STRUCTURAL CALCULATIONS Sheet 22 of HAVEN HOMES (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 AVARES iASSp�`IArf.S LATERAL FRAMING CONNECTION LOAD FROM WIND -- ROOF RAFTER TO TOP PLATE CONNECTION A.) TO RESIST SUCTION Psuction 26 PSF Suction when wind is parallel to ridge. See Sht. 5 27.5 16 27.5 16 2 Netsuction Psuction' 4 ' 12 — wRDL 4 • 12)• 3 Netsuction = 147 Ib PER RAFTER SINCE Netsuction =147 Ib < Shearbolt:= 40 Ib OK SINCE Netsuction = 147 Ib < Tension al(owSTRAP = 500 Ib OK 'rovide 1/2" Bolt @ Each End of Each Rafter to Ceiling Joist & 'rovide 1 1/4" x 16" x 0.019".Ga Strap @ Top of Each End of Ceiling Joist to DBL op Plate Over Plywood B.) TO RESIST SHEAR wgF_L = 70 plf SHEAR TO END OF DIAPHRAGM. SEE SHT. 8 16 Psheear:=wRF_L"12 plf Psheear=93 LB PER RAFTER Toenail := 0.83.88.3 (3) 16d Toe Nail Toenail = 219 LB SINCE Psheear=93 LB < Toe =219 LB OK nail rovide 3 16d Toe Nails Ea. End of Ea. Ceilin Joistlo Double To Plate I w 1 Hn oavo HAVEN HOMES (CVH - Laura & John FINAN) STRUCTURAL CALCULATIONS Sheet 23 of R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 t.,, AVARES assntasras — WALL STUD TO DBL TOP PLATE & SILL CONNECTION (TO RESISIT SUCTION) only at 2nd Floor Psuction = 26 PSF Suction when wind is parallel to ridge. See Sht.S Netsuction_BOT := [Psuction — (wRDL + `"'ceil + "FDL — 2 ) 3 2] 60 Stud to Floor Rim 4 27.5 12 since Netsuction BOT = 298 IbTension 695 Ib LSTA12 @ 60" allowLSTA12 = 0. C. °rovide Simpson LSTA12 STRAP @ 60" o.c. on 2nd Floor Wall Stud to Floor Rim. rhe Same Stud Shall have the 9 1/4'x16"x0.019" Tension Strap on the Other End of Stud to DBL TP -- TOP PLATE SPLICES wRF .1. = 171 plf Commonl0d_nail_face 90 Ib Allowable 10d Common Nail for toe nailing Commonl0d nail face Spacing := Spacing = 6.3 wRF T ?ROVIDE MIN. 10d COMMON FACE NAIL ALONG DBL TOP PLATES @ 4' EACH SIDE JF 4' STAGGERED SPLICE w/ Max. 4" o.c SPACING RJ IHrF DdU6 STRUCTURAL CALCULATIONS Sheet 24 of HAVEN HOMES (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES 3324 SANTA FE STREET RIVERBANK, CA 95367AVARES %j assa:r errs FOUNDATION SHEAR ANCHORAGE TEL: (209) 863 8928 FAX: (209) 863 8952 Vbasel = (vRF_T+vFLR2_T+VFLRI T)'44 2.(27.5-2) Fbasel = 679 plf Vbase2= (VRF T+ VFLR2 T+ VFLRI T)'44 2-(27.5-2) Vbase2 = 679 plf VbaseA= (VEL+VFLR2_L+VFLRI L)'27.5 2.(44-2) VbaseA - 222 plf VbaseB - (VRF L+ VFLR2 L+ VFLRI — L)-27.5 2.(44-2) VbaseB = 222 plf ANCHOR BOLT LINE 1 LINE 2 LINE A LINE B 221 5//8" diiaam x 18, 16" O.C. 16" O.C. 48" O.C. 48" O.C. 7/8" diam x 18" 40" O.C. 40" O.C. 48" O.C. 48" O.C. FOUNDATION BASE SHEAR V-1 base_l V_base_A__, V_base_B _r r----------------------------------- V_base_2 i 19.5' 27.5' s' B 44 1 2 ^� STRUCTURAL CALCULATIONS Sheet 25 of HAVEN HOMES (CVH - Laura & John FINAN) Table 2C Shear Capacltles for - tf planting Species Diaphragm Granting Species c' 0.50>61n4e Framing Species .Ry Blocked Blacked Blocked 3 o 61 6 4' 2%4 2' 11 6' 6 4' 255' 21 61 G 4' 2551 21 Milling Material ' Sheathing Nail Recommended Shear Capacity (pu)' ' Construction) Nail Spgcmg (m. Rocmmni Tldoku es Size pallet Edges Inlcnucdinlc Shear Cal dundI 3/8 8d -180 270 360 530 600' 165 250' 330 490 550' 155 230 305 450 510' 15/32 lOd 215 320 425 6A0' 730' 200 295 390 5901 .6701 185 270 360 545' 620' ctoral Sheathing 3/8 6d 125 185 250 X375 420' 115 170 230 345 385' 105 155 215 320 355' 8d 160 240 320 480 545' 145 220 295 440 5001 135 205 270 410 465' . 7/16 lid 170 255 340 505 575' 155 235 315 465 530'. 145 215 290 430 490' 15/32 lid - 180 .270 360. 530 600' 165 250 530. 490 550' 155 230 305 450 510' 10d 190 290' 385 5751 655' 175 265 355 530' 605' 1C0 245 325 490' 555' 19/32 10d 215 320 425 640' 7301 200' 295 390 590' 670' 185 270 360 SAS' 620' Specific gravity of framing species. For wind design, tabulated values shall be permitted to be incroamd'40%. When panel edges ere staggered ovot common framing members and the load is panllcl to We fcmnwg members, tabulated be shall permitted to be Increased 33%. values Framing at atuolning panel algin shall be 3 Inches'talent or wider and nails shall be staggered: Noll spacing at edges othor Wan diaplongm boundaric'.s and continuous panel edges inches and 3 IOchor instead of4 inches 2-1h inches parallel to load shall be permitted to be 6 inches, 4 and 2 inches roe oclivel . Table 2C Shear Capacities for Horizontal Diaphragm Assemblies (Cont.) Sheathing Material Tbickncm Nail Dnstrucgm ofMnterioP Size Construction) Nail Spgcmg (m. Rocmmni pallet Edges Inlcnucdinlc Shear Cal Si arts (Pit) Gypsum Wollboard '112, 5d Cooler Nulls or Unblocked 7 - 1-1/4 D wall Screws 10 70, Lumber Sheathing 5/8 or 3/4 8d Common Naha Straight Sheathine z,.,.. c.......... �.. .. Speabd LayerSheaOtin 2 per SappoNLuycr 2 per SupporVLayer 600 Dfa meal rICB01ted�,'t'Zo paoityconbeincreasedto 90 plfwheuceil'm fimnhn .. 1874-89. 8 ig members am spaced aot more than 16 inches on center, per M4ER1CANw01 - 25T#- 5306 Table Ski Design Criteria to Detei*ne Shear Capacities for Shearwall The shear resistance of wood shearwalls shall be com- puted by one of two methods. Method 1. Shearwall Scg a nt tltod tlyoc'I Walls) 1. The shear capacity of it wall shall equal the sum of the individual full -height shearwall segment shear ca- pacifies. 2. The shear capacity of each full -height wall seg- ment shall equal the tubulated linear shear capacity (lilt) times the length of the wall segment. 3. The shear capacity of wall segments sheathed on both sides with similar or dissimilar materials shall equal the sum of the shear capacities for each side; 4. A holddown with a capacity equal to the tabu- lated linear shear capacity (pit) times the wall height shall. be attached at each end of each shearwall segment. All holddown connections shall_maintain a continuous load path to the foundation. 5. Each sheawall segment shall be comicefed to the elements below with shear connections capable of resist- ing the shear capacity of die segment. Method 2 Pubrated Shearwall Method Mae II Walls) 1. Walls shall be entirely sheathed with structural sheathing, including areas above and below windows and above doors. The sheaf• capacity of a wall shall equal the sum of the individual full -height wall segment shear ca- pacities times the opening adjustment factor in the table below. I;XCPPITON: Areas above and below windows and/or above doors shall be permitted to remain unsheathed if the height Of tite unrestrained open- ing is assumed to be the height of the unsheathed Opening. Door 1 11/3 1 H/2 1 211/3 1 511/6 1 H 2•-g„ 1 4,_0^ 1 5.-4„ 1 6,-8„ :1 8'.0„ 3'-4". 1 S-0" 1 6'-8" 1 8'4" 110,_0„ Percaa Pull -Height Sheathing Effective Shear Capacity Ratio 0% 1.00 0:67 0.50 0.40 0.33 10% 1.00 0.69 0.53 0.43 0,36 20% 1.00 0.71 0.56 0:45 0.38 30% 1.00 0.74 .0.59 0.49 0.42 ,40% 1.00 0.77 0.63 0.53 0.45 50% 1.00 0.80 0.67 0.57 0.50 '60% - 1-.00 0.83 0.71 0.63 *0.56 70% 1.00 0.87 0.77 0.69 0.63 80% 1.00 0.91 0.83 0.77 0.71 90% 1`00 0.91 0.81 0.83 `. 100% 1.00 1.090 .1.00 1.00 1.00 2. The shear capacity of each full -height wall s ment shall equal the tabulated linear shear capacity (1 tinges the length of the wall segment. 3. The shear capacity of wall segments sheathed both sides with similar or dissimilar materials shall eq tiie stun of the shear capacities for each side. 4. Aholddown toprovide-overturning restraint wit a capacity equal to the tabulated linear shear capacity (pl! time's the wall height shall be attached at each end of th wall (not each wall segment). All holddown connection shall maintain a continuous load path to the foundation. 5. Each shearw.all segment shall be connected to elements below with shear connections capable of re: ing the shear capacity of the segment, ar�atcnraWOOD cotltvctl roQ 5 306 S>fT z'1l AMERICAN FOREST$ PAPER ASSOCIATION PT+ 5306 5RT. Zs/ a; Table 86 Wood Structural P anel Shear Gu (contlnu43t1) jpacitles for Shearwall Assemblies �.• Pgmlgg 9pedw Framing species 0 2 0.49 Pruning Spoclea 0,49 > O 2 U.42 POnel �d a Nnil S In (In.) - �. 6 Sbenlhing Melo-rinl Minimum Nell 4 3 2 G 4 3 2 6 4' 3 2 i. Sheathing, Slze' Rec0nuvnnJOJ SLe1r Q0pac lty (pl O' Thickneaa in. StmcturAl I 5 I6 6d 200 300 390 5 0' '165 245- 320 420+ c 3/8 8d I3O 195 235 330' 'p 230' r 360 4G0' 610'•+ 230' 355 450 600' 180 2803oo 475' tC1 . 7 16 Bd 255, 395' SOY 670'' 230 355.45(1 600' 180 2flO 36ll 475' M 15/32' 8J 280 lUA 340 430 550 730' 230 355M15O .GOO' SIO 6G5! m Structural Sbonlhl"6. 870' 280 420 545' 715'- 220 330 430' 565' •-'I 5/16 6d 180 Plywood Siding' _ 270 330 450' .163 245 320 420• 130 1'15 255 330' ' 3/8 6J 200 - 8J 2201 '300 J9O i1O' 1G5 243. 320' 420' 130 320' 410' S3U'•, 195 235 330' 220' 320' 410' 5301•1 180 280 360 475' 7/IG BJ 240' 35O' 430' 385,1 230 350 450 385' ISO 280 360 15/32 SJ 210 10J. '310 380. 490 640' 230 353 0' 130 280 360 475' 475' 460 600' 770' 280 420' 343' 71 5' 220 330 430' 565' i9/J2 lOJ 340 510. 663' 870'- 280 -420. 545' 715' 220 330 430' 515' Plywood Siding' 5 11 6d' IqO '2111 275 360" I15 3/8 8d' 170 225 29Y. 90 135 -180 2351 160 C' - Spaclfie grnvily of ."'Ing.pcoiae 240 310 410' lJU 195 255 33S' 105 155 200 265' Pur wlud design, tab "l-ted vahrea 16011 be pemlllled to be Inere0sed _ PrAmlUg at Adjoining pnnel edges dull be 3 Incl,as nomiOal Shear "altos luny InctaneoA qO%. or easedWideand nail $hail be alaggereJ. ld values eho wu for 15/32-Inch ah ealhing'whit same nslliug provided (q alnJs.aro ep0ced of m nxhnum e[ 16 Incimn od, ur (2) If panels nm applied 10 wllh Common Ar gAvnnized box null. mace$ ulhorwi.e eased. dcall"" mt across studs. n Galvanized analog or aid Ing nolle. _.. Thlcknenn At ruino[nallina alone n.,_1 AMERICAN FOREST$ PAPER ASSOCIATION PT+ 5306 5RT. Zs/ Table 3B Material Shear Capa , 'les for shearwall Assemblies (continued) ,TM - Sheathing Malarial 'Ildckncss Nall ofMateial Sim Wail Construction Nnil Spacing (in.) Recommended (lu J Panel Edges hrtennedinle Sham Capacity (pit) ' Su parts Cellulosic nberboald - 1/2 6J Blocked 3 Slteatldn�-R,winr 6 125 Cellulosic Fb"bonnl M2 BA 8d Blocked 3 6_ 175 25/32. 8d Blocked 3 6 175 Wweu or welded wim lath 7/8 11 ga. Sums or Unblocked 6 Illi" ]ORlalld t'elidlt plaster16 a. St la 10 180 Gypsum lath, plain of - 3/8" lath 13 go. Plmldbvnnd Unblocked 5 1 p"fomted and 1/2" Nails 10 100 )Inst" ,a 2'x8' Shads 1/2 11 go. Screws Unblorknl 4 - 10 75 f G sum YP 4'x8'Sbects - - Unblocked 7 10 Sheathing Dowd 1/2 Il go. Sam, 100 !1 Blocked 4 10 175 GYpsu n Wallboard Uu6lucked 7 10 1%2 5d Coula Nails 4 10 100 125 1 Blocked 7 - 10 125 4 10 150 6d Cooler Nails Blocked 4 10 is 5/8 175 But Ply -6d Cooler -Twodly Blocked Dnsc ply -9" 10 250 _ Nails Face ply-Bd Cooi" - Face ply -7" IU i+ - Nails ' ii.. Luntb"SLdlthinK 5/8 Bd Caumlon Nails Sbel ht Shethin . 2 Su ort 2 . _ "Su)ort 50 ' Din onal Shcallin 2 So vrt 2)"Su rt 300 rr I• I. _ AMERICANWOODCOUNCII R.st � S job 30 �f �a- 1�/ r This product is preferable is slndlar eunneclors because of a) easiertnstal0b 1 1r f it ldpher loads, c) lower Installed cost, of a combination of these /eafureeA The STHD is an embedded strap tie holdown with high load capacity and,a staggered nail pattern to help minimize spilling.FEATURES �- • The strap nailing pattern allows for dialling to the edges of double 2x's. • A slot below the embedment line allows for increased front to back concrete bond and reduced spelling. • Strap nail slots are countersunk to provide a lower nail head profile. • Rini Joist models accommodate up to a 17' clear span without any loss of strap nailing. • Coined edges enhance safe handling. MATERIAL: LSTHD8, LSTH08RJ-14 ga, all others -12 ga. FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. • See Post Tension Information on page 31. • Install before concrete pour with a Straphiale, Or other holding device. • Nail strap from the bottom up. Strap may be bent one full. cycle. • Bending the strap 90° to aid wall placement may cause spelling behind the strap. If the spall Is 1' or less, measured from the embedment line to the bottom of the Spall, full loads apply. For spalls between 1- and 4 - (see illustration), the allowable load is 0.90 of the table loads. • For two pour installations spelling is measured from the first pour. • Where fewer fasteners are used in the structural wood member, reduce loads according to the code. • Unless otherwise noted, do NOT install where: (a) a horizontal cold Joint exists within the embedment depth between the slab and foundation wall or footing beneath, unless provisions are made to transfer the load, or the slab is d6lgned to resist the lead Imposed by the anchor, or (b) slabs are poured over concrete block foundation walls. • To get the full table load, the minimum center -lo -center spacing is twice the embedmentepth when resisting tension loads at the same time. • There is ail Inclase in the amount of deflection II the strap is Installed on the outside of the shear panel Instead of directly to the framing. . Ask for Form T -PLYWOOD for complete details. • FOUNDATION CORNERS: Nail quantlllos may be reduced for less than In corner distance design loads—use the code allowable loads for fasteners in shear. - - • To tie double 2x members together, the Designer must determine Ilia fasteners required to bind members to act as one unit without splitting the wood • Additional studs attached to the shoarwall studs or post may be required by IIIc Designer for wall sheathing Calling. - CODES: See page 10 for Code Listing Key Chart. Typical STHD Corner Installation we 3-2x sluds (for two pour, see footnote 5.1 4.5�. v Typical STHD14 Two Pour Installation, lnnl ..•AY'lN'I"� SIMPSON Eltconp;Tte IN Typical STHB14RJ Rini Joist Application Typical STHD Edge Installation (for two pow, see footnote 5.) LOCATE ONE Hd REBARWITHIN HATCHED AREA CONCREMAYBE TE FOUNDATION FOUNOATNIN REBM) By OTHERS- A Slagle Pour Robot Installation •Malnfaln minimum Tabor cover, per ACI -318 concrete coda requirements. 1'.$IAB MAX. CONCRETE – FOUNDATION By OTHERS Two Pour Rebar Installation 'Maintain minimum rebar cover, per ACI -318 concrete code requirements. KST# 5-306 SKF• 3°/ STRAP HORIZONTAL STYLE— PROJECTION MLDOWN OF EMBEODDED PORTION OFSTRAP HOmowN LOCATE ONE Hd REBARWITHIN HATCHED AREA CONCREMAYBE TE FOUNDATION FOUNOATNIN REBM) By OTHERS- A Slagle Pour Robot Installation •Malnfaln minimum Tabor cover, per ACI -318 concrete coda requirements. 1'.$IAB MAX. CONCRETE – FOUNDATION By OTHERS Two Pour Rebar Installation 'Maintain minimum rebar cover, per ACI -318 concrete code requirements. KST# 5-306 SKF• 3°/ SIMPSON 5trongJPie SPALLING LOAD REDUCTIONI If strap Is bent horizontal 90• during Installation, and then bent vertical for nailing to the stud, concretespelling could result- Load reductions may apply, see installation note. SPALL REDUCTION SYSTEM EEI— r sm1 FOR STHD AND HPAHD .FEATURES • Secures haldown to wood form -board. • Allows loi proper side -covet • Keeps strap venial. • Prevents tilling or twisting of strap during the concrete pour. •Uses one 16d duplex nail. BENEFITS • Greally reduces spelling and costly retraflls. • Prevents strap movement parallel and Perpendicular to plate. • Decreases possibility of mylnstallatian Keyhole Feature Of strap to wood member. • Simple to use: —Common jobstie nail. Patent Pending — No additional expense. When using keyhole feature, care should be taken when removing form boards. concrete Is not set, the duplex nail will move Ilse stop placement 1695 1695 1695 1825 182: •.$trap 2050 Length 1695 -Model,No- Min 2370 2370 3195. 2370 Standard/Rim Jalot Stem > W 1 SI¢¢' Rim 1 Walla +,f ,'. 2385 Ma1161 tJPlat Mada1 x . r. r:: -STHD8/LSTHD8RJ 6 21% 35y 8. 2416d sinker 3THD8/STHDORJ 6 21% 35y 36 , 8 24.164 sink .10 2 ,164 sllik' (t >THD10 /T STH010 J 6 `.- raBJ' ;THDI 4[STHDI4RJ- (6, .-3]. ,<.30 >:14 35y, 38_l gdainfc8(',: 8 24 -164 -sinker .STHD8/LSTHD8RJ 8 21% ;THD8 / STHDBRJ 8 21% 35y 0 24-i6tl sinkwr SPALL REDUCTION SYSTEM EEI— r sm1 FOR STHD AND HPAHD .FEATURES • Secures haldown to wood form -board. • Allows loi proper side -covet • Keeps strap venial. • Prevents tilling or twisting of strap during the concrete pour. •Uses one 16d duplex nail. BENEFITS • Greally reduces spelling and costly retraflls. • Prevents strap movement parallel and Perpendicular to plate. • Decreases possibility of mylnstallatian Keyhole Feature Of strap to wood member. • Simple to use: —Common jobstie nail. Patent Pending — No additional expense. When using keyhole feature, care should be taken when removing form boards. concrete Is not set, the duplex nail will move Ilse stop placement 1695 1695 1695 1825 182: 1760 2050 2345 1960 221C 1695 -1695 1695 1825 1825 2370 2370 3195. 2370 P37n L'RJ' alter the model Indicates STHtb, for rim lolst applications, e.g. STH08RJ. 2.STH014RJ on 8' stemwall requires 30-16d sinkers, with the (Is) load at 133% of 4960 lbs, 6.Allowable loods have been increased 33% and 60% for earthquake or wind 3. 10d commons or 12d common nails may he used with no load reduction. 4.Minimum nail end distance to prevent splitting is 10 diamoter lading with no further increase allowed; reduce where other loads govern. 7.Slrap may be bent one lull cyte. Code . B.Calculale loads usin9 straight 1111 Interpolation for corner distances 5. For two pour with 4' slab or loss. The STHD74 load at �h' and distance 2000 sl is 3235 lbs. eed 4220 [be. at 14' and distance. The STHDiO the between W and to. 9.STHD74a Installed on HF/SPF m an 6'stemwali: at same condition is 2035 lbs. for 9a" and distance, 81W 2750 Are. at 1g• end distance. Rot. 1825 1950 1950 1950 2385 2135 2370 2425 I 32, 121, 2335 1950 1950 2975 122 3195 2370 2370 310.5 L'RJ' alter the model Indicates STHtb, for rim lolst applications, e.g. STH08RJ. 2.STH014RJ on 8' stemwall requires 30-16d sinkers, with the (Is) load at 133% of 4960 lbs, 6.Allowable loods have been increased 33% and 60% for earthquake or wind 3. 10d commons or 12d common nails may he used with no load reduction. 4.Minimum nail end distance to prevent splitting is 10 diamoter lading with no further increase allowed; reduce where other loads govern. 7.Slrap may be bent one lull cyte. x l A' for 1Bd sinkers, 10d common and 12d common. B.Calculale loads usin9 straight 1111 Interpolation for corner distances 5. For two pour with 4' slab or loss. The STHD74 load at �h' and distance 2000 sl is 3235 lbs. eed 4220 [be. at 14' and distance. The STHDiO the between W and to. 9.STHD74a Installed on HF/SPF m an 6'stemwali: at same condition is 2035 lbs. for 9a" and distance, 81W 2750 Are. at 1g• end distance. the le load H 52801bs. Is 5280 280 the. DETAIL 1 When Installed on a raised curb, use Stemwall Installation and loads (Page 31 and 32) �I Top View at Past Tension Cable Placement 1. Minimum concrete strength is 2500 psi. 2. Post -tension steel is minimum IN diameter, 7 -wire, low -relaxation strand In accordance with ASTM M16, Grade 270 lot, wish a guaranteed ultimate strength of 41.3 k. 3. Anchorage is monostrand-type anchor system with Furrent IC80 IQR approval using a ductile Iron asting of at least 2.25'x 4.5' of cement bearing and reusable pocket formers on all stressing ends. dpllallon 4. It is the designer's responsibility to provide reinforcement to tie cold-julms and to resist banding stresses In the foundation due to anchor uplift. _ ... - Rsr'W s3 4 WT31131 r ® Available Willi additional corrasion proleellon. Check Willi faslarv. .. 0 DIST) Typical LSTA Installation (hanger not shown) Typical LSTA Installation (hanger not shown) CODES: See page 10 for Code Listing Key Chart. 1. Loads Include a 33% Of 60% load duration increase on We fasteners for earthquake, or wind loading, but DO NOT Include a 33% stress Increase on the steel Capacity. Refer to page 12 for further explanation. 2.10dxI W nails may be substituted where 16d sinkers are Specified at 0.77 of the table loads. 3.10d commons may be substituted where 16d sinkers am specified at 100% of table leads. 4.16d slnmm (g gauge x 3%) or 10d commons may be substituted where 16d commons are specified at 0.85 of the table loads. 5. Use half of the nails in each member being connected to achieve the listed loads. 6. PS strap design loads must be determined by the building designer for each Installation. Bolts aro Installed both perpendicular and parallel -to -grain. Hole diameter In the part may be Oversized to accommodate the HOG. Designer must determine If file oversize creates an unacceptable Installation. 7. for overlap splice details, mlor to T-CMST. ypical 5720 lstallallon 135 ns Rolls Code Rol.R qty Ola M 4 %0� 1II0 4 % 8 +h 1. Loads Include a 33% Of 60% load duration increase on We fasteners for earthquake, or wind loading, but DO NOT Include a 33% stress Increase on the steel Capacity. Refer to page 12 for further explanation. 2.10dxI W nails may be substituted where 16d sinkers are Specified at 0.77 of the table loads. 3.10d commons may be substituted where 16d sinkers am specified at 100% of table leads. 4.16d slnmm (g gauge x 3%) or 10d commons may be substituted where 16d commons are specified at 0.85 of the table loads. 5. Use half of the nails in each member being connected to achieve the listed loads. 6. PS strap design loads must be determined by the building designer for each Installation. Bolts aro Installed both perpendicular and parallel -to -grain. Hole diameter In the part may be Oversized to accommodate the HOG. Designer must determine If file oversize creates an unacceptable Installation. 7. for overlap splice details, mlor to T-CMST. ypical 5720 lstallallon 135 Floor -lo -Floor Clear The MSTC48113 slid MSTC66B3 are pre-bent straps designed to transfer tension load from an upper story shearwall to a beam on the story below. MATERIAL: 14 gauge FINISH: Galvanized CORES: Soo page 10 for Code:Listing Key Chart. 1. -Using fewer than 38 nails In the studs/post will reduce the capacity of the connection. To calculate a reduced capacity use 129 N, par nail for DFUSYP or 1121b. per nail for IIF/SPF. 2. Nails in studsipost 'shall be Installed symmetrically. Nails may be installed - over the entire 10110111 of the strap over the sluds/post. 3. The 3' wide beam may be double 2x members. 4. MSTG4883 and MSTC6683 installed over sheathing up to 16'thick Achieve 0.85 of table loads. 5. Loads govern by [lie lower uI .12� detection Irony static tests on wood 136 members, steel ollinlele divided by 2, or the calculated nail values. eeROMNNLB ,When nailing the strap over OSB/plywood, use 10d commons, 16d sinkers, 16d commons. See nate 3 for load reductions. r Avallabler will; additional Corrosion protection. Check with factory. SIMPSON Strong,na Floor -lo -Floor Tie Installation showing a Clear Span I.Loads include a 33% or 60% load duration increase on the fasteners for earthquake or wind loading, but 00 NOT Include a 33% stress Increase on the steel opacity. Refer to page 12 for further explanation. 2.10d commons may be substituted where 16d sinkers are specified at 100% of the table loads. 3.16d sinkers (9 gauge 3Y.) or 106 commons may be substituted where 16d commons are specified at 0.85 of the table loads. 4.Allowable bolt loads are based on parallel -to - grain loading and these minimum member thicknesses: MST-2fi'; HST2 and HST5-41; HST3 and HST6-4'h'. 5. Use half o1 the nails in each member being 1r 4111 ! 1 1 connected to achieve the listed loads. 6.For overlap splice details, reler to T-CMST. z eeMl MSTC6603 Installation Willi Rim Joist �.ST � 53 brp 0 a 8 447/6 S 627/8 for MSTC6683 m MSTC48B3 SSC 23 RSTA # 5306 HAVEN HOMES: Laurg & John FINAN 1. ROOF DIAPHRAGM 15/32" CDX OR OSB (24/0 -EXP 1) -PLY CLIPS @EDGES 8d NAILS @ 6" E.N., 12" F.N. OR 7/16"X2"X16Ga STAPLES @ 4" E.N., 8" F.N. ALLOWABLE SHEAR = 308PLF / 231 PLF FLOOR DIAPHRAGM 1/2" PLY TO PLY, CDX OR OSB (24/0 - EXP 1) , T&7EDGES TOP PLY: 7d @ 6" E.N., 12" F.N. BOTTOM PLY: 10d @ 6" E.N., 12" .F.N. OR 7/16"X2"X16Ga STAPLES @ 4" E.N., 8" F.N. ALLOWABLE SHEAR = 372PLF / 280 PLF SHEAR WALL -- S, Y NAILING: 8d NAILS @ 4" E.N.; 12" F.N. OR 6"X2"X16Ga STAPLES @ 2" E.N., 8" F.N. P NALING: 5d NAILS @ 4" E.N., 10" F.N. OR EQUIV. SILL/ MEMBER RECEIVE EDGE NAILING 'E If PERFORATED SHEARWALL _OWABLE SHEAR = 615 PLF W/ REDt1cTInN SHEAR WALL -- o< �Ux UK USB (EXP 1) OVER FRAMING - Y NAILING: 8d NAILS @ 3" E.N., 12" F.N. OR 6"X2"X16Ga STAPLES @ 2" E.N., 8" F.N. P NALING: 5d NAILS @ 4" E.N., 10" F.N. OR EQUIV. SILL/ MEMBER RECEIVE EDGE NAILING 3E II PERFORATED SHEARWALL .OWABLE SHEAR = 755 PLF W/ REDUCTinni ATt- 5P� SST W/ RSTA # 5306 HAVEN HOMES: Laura 8: John FINAN GENERAL NOTES: (CONTINUED) 4 ROOF RAFTER TO 2n0 FLR'S CEILING JOIST 5 2"0 FLR'S CEILING JOIST TO DBL TOP PLATES 8d NAILS TOP OF CEILING JOIST, (3) 8d NAILS @ EA PLATE v OVIDE (3) 16d TOE NAILS @ EA END OF CEILING JOIST TO DBL 6 PERIMETER ROOF RIM CON 7 2"0 FLR WALL STUD TO FLR RIM STUD SHALL HAVE A 1 1/4"x16" 8 PERIMETER 2"0 FLR RIM CONNECTION PLATE STRAP ON THE OTHER END TO DBL TOP PLATE 9 VERTICAL STRAP FROM 2n0 FLR RIM TO 1" FLR RIM c( tN I LRED @ RIM BAND POST TO POST ON SITE 10 RIM BAND CONNECTING 2n0 FLR RIM TO 1" FLR'S CEILING RIM JOIST 11 RIM BAND CONNECTING 1" FLR RIM TO FOUNDATION SILL 12 PERIMETER 1" FLR RIM CONNECTION 13 1" FLR RIM TO FOUNDATION HOLD DOWN 14 HORIZONTAL STRAP CONNECTING MODULARS @ GABLE END FACE PROVIDE "SIMPSON" ST6224 STRAP @GABLE END FACE @ ROOF TOP PLATE PROVIDE "SIMPSON" ST6224 STRAP @GABLE END RIM BAND @ EACH FLR DIAP 15 FOUNDATION ANCHORAGE ANCHOR BOLT LINE 1 LINE 2 LINE A LINE B it. is. . 5/8" diam x 18" 16" O.C. 16" O.C. 48" O.C. 48" O.C. 314 7/8" diam x 18" 40 --OC W. ff/ NOTE': ROOF, WALL, & FLOOR SHEATHINGS AND NAILING SCHEDULES SHALL BE ACCORDING TO STRUCTURAL SHEAR CALCULATION DESIGNED FOR EACH SPECIFIC JOB NOTE': UPLIFT CONNECTIONS DUE TO WIND FOR ROOF RAFTER SYSTEM PER SPECIFIC JOB T-&530OT 3�� FASTENING SCHEDULE FLOOR JOIST TO GIRDER b) 16d NAfLS PER END JOIST TO RAIL 5 16d NAILS PER END HEADER TO JO1ST� �"°' r;_(5)'16d NAILS PER END 7/16" OSB TO JOIST 112" PLYWOOD 7/16"X 1 1/2" STAPLE w/ 6" OC. EDGE, 10" O,C, INTER + GLUE • r: 7b16",X"1.1/2" STAPLE[w/ 6" OC. EDGE, 10" O,C, INTER + GLUE' SIDEWALL, ENDWALL, INTERIOR PARTITION, MATING WALL TOP t& SILL.PLATE TO STUD` (2) 16d"NAILS PER'END PLATE TO PLATE 16 1 NAIL 16" O.C. HEADER TO WALL STUD IqN 16d'NAILS PER END DRYWALL TO STUD 1 3/8" NAIL @ 16" O.C. +ADHESIVE 80% DRYWALL TO TOP &SILL PLATE .'' , 1 3/8"'NAILF 8" O.C. SILL PLATE TO FLOOR 16d NAIL 16" O.C. WALL FINISH 318" PLYWOD. 7116"X 1 1/2!' STAPLE 1/2" PLYWOOD 7/16"i'ASB BOARD 3/4" STYROFOAM ALUMINUM / VINYL SIDING, 7/16"X 1 1/2" STAPLE w/ 4" OC. EDGE, 8" O,C, INTER 7/16"X "U1/2" STAPLE'w/4" OC. "EDGE; 8"O;C, INTER 7/16"X 1 1/2" STAPLE 8" O,C, ALUMINUM!NAIL PER MFG: INSTRUCTIONS ALUMINUM / VINYL SIDING OVER 3/4" FOAM ALUMINUM NAIL PER MFG. INSTRUCTIONS 5/8" T-1-11 ALUMINUM`NAIL 0.109X 2114" w/ 6" O,C, EDGE, 12" 0.C. INTER r WOOD BEVEL SIDING ALUMINUM NAIL 0.109X 2 1/4", 1"ABOVE LAP, 1 PER STUD WOOD V-GROOVE ALUMINIJM[NAIL 0.109X2114", f2 PER EACH, 16 O.C;' ROOF FINISH 1/2" PLYWOOD "' FELT TO PLYWOOD 90#.MINERAL SURFACE TO FELT SHINGLES TO ROOF 7F.16'X 1 tl2":STAPLE w/ 4" OC'EDGE, 8" O C, INTER 1 "X 1" STAPLE 8" O,C, T','X 1" STAPLE 8" O C, 3.lmmX10.5mm ROOF RAFTER SYSTEM RAFTER TO RIDGE RAFTER TO CEILING JOIST CEILING JOIST?O TOP PLATE DRYWALL TO CEILING JOIST 4) 16d NAILS PER' END 1/2" DIAM. THRU BOLT PER END 2 18d NAILS PER'END - NOTE': ROOF, WALL, & FLOOR SHEATHINGS AND NAILING SCHEDULES SHALL BE ACCORDING TO STRUCTURAL SHEAR CALCULATION DESIGNED FOR EACH SPECIFIC JOB NOTE': UPLIFT CONNECTIONS DUE TO WIND FOR ROOF RAFTER SYSTEM PER SPECIFIC JOB T-&530OT 3�� R & S Tavares Associates Design :: Consulting :: Project Management 3324 Santa Fe Street, Riverbank, CA 95367 (209) 863-8928, fax: (209) 863-8952 Web: www.rstavares.com FOR: $AV =ON 554 EAGLE VALLEY RD P.O. BOX. 178 BEECH CREEK, PA 16822 RSTA JOB# 5306 November 23, 2005 JOB: bAT'RA & JOH]Qf 18zN BUILDER: CVH 120 MPH WIND - 3 SEC GUST, EXPOSURE'C' PER ASCE 7-98 / WFCM 95 OF INDEX Cover Page 1 Loading Summary 2-3 Wind Distribution per ASCE 7-98 4-5 Allowable Diaphragm Schedule 6 Simpson Connector Design Values 7 Roof Diaphragm Design 8 Roof Diaphragm Continuity Check 9 Shear Force Summary @ 2nd Floor 10 Shear Wall Design @ 2nd Floor . 11-13 2nd Floor Diaphragm Design 14 2nd Floor Diaphragm Continuity Check. 15 Shear Force Summary @ 1:t Floor 116 Shear Wall Design @ 1:t Floor 17-20 1st Floor Diaphragm Design 21 Floor Diaphragm Continuity Check 22 Lateral Framing Connection 23-24 Shear Force @ 15T Floor 25 Attached WFCM Supplement 26.29 Simpson Connectors 30-33 Total of 36 PAGES ALL 801,1) DOIVNS, S'1'hAPS, NA11,S, SPIh'E'S, STAPLL'.S, OR ANY CONNL'CfOR CAN 13E S1J1JSTI7'1f7'1P1) i-VITFI EQUAL, 01? DET'PL'R 1111RDIVARE. 0 t R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREETFAX: (209) 863 8952 '� RIVERBANK, CA 95367 AVARES asnt_7n•rxs GRAVITY LOADING SUMMARY ROOF: Roof Pitch @ Bldg = 4.6875 / 12 8 ft Ceiling Ht wRD1 := 15 psf Roof & Ceiling Assembly Dead Load wceil := 5 psf Ceiling Dead Load wWDL:= 12 psf Wall Dead Load wFDL:= 12 psf Floor Dead Load LATERAL LOADS TO ROOF FRAME WINDS LOAD @ 120 mph, 3 -sec Gust, Exp."C", 4.6875 / 12 Roof Pitch Per ASCE-7-98 I:= I Category If per Table 6-1 ASCE Pg. 55 V:= 120 Equi. Basic Wind Speed (3 Sec Gust) Kd := 0.85 Wind Directionality Factor, per Table 6-6 ASCE Pg.61 Kz1 = 0.85 Velocity Pressure Exposure Coeeficients per Table 6-5 ASCE Pg.60 Up to Roof Mean Ht of 15' Elev. Kz2 := 0-90 Velocity Pressure Exposure Coeeficients per Table 6-5 ASCE Pg.60 Up to 23' Elev. Kzt := 1.0 Topographic Factor per ASCE 6.5.7.2 & ASCE 6.4.1-7 qh1 := 0.00256-Kd•KzI KzfV21 Velocity Pressure (Ib/ftA2) per Eq.6-16 ASCE Pg.32 Up to 20' Elev. Ib qh1=26.6 R2. qh2 := 0.00256-Kd•Kz2'KZt'V2.1 Velocity Pressure (Ib/ftA2) per Eq.6-16 ASCE Pg.32 Up to 30' Elev. Ib q1,2 = 28.2 ft2 P = qh-(GCpf — GCpi) Design Wind Pressure per Eq.6-16 ASCE Pg.32 psf RSTA# 5306 STRUCTURAL CALCULATIONS Sheet 2 of HAVEN HOMES (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET ES FAX: (209) 863 8952 AVARES RIVERBANK, CA 95367 5 AV i, Qhi =. 26.6, 412 =;28.2 MWRFS Loads GCpf GCpi GCpf- GCpi Pi PZ ELV.=15' ELV.=23' Wind Perpendicular to Ridge (CASE A) Windward Roof INT -0.57 0.18 -0.75 21.15 EXT -0.89 0.18 -1.07 -30.17 Leeward Roof INT -0.47 0.18 -0.65 -18.33 EXT -0.67 0.18 -0.85 -23.97 Windward Wall INT 0.53 -0.18 0.71 18.89 EXT 0.79 -0.18 0.97 25.80 Leeward Wall INT -0.42 0.18 -0.6 -15.96 EXT -0.62 0.18 -0.8 -21.28 MWRFS Loads GCpf GCpi GCpf- GCpi P, P2 ELV.=20' ELV.=30' Wind Parallel to Ridge (CASE B) Roof 2 INT 1 -0.69 0.18 -0.87 24.53 EXT 1 -1.07 0.18' -1.25 35.25 Roof 3 INT -0.37 0.18 0.55 -15.51 EXT -0.53 0.18 -0.71 -20.02 Wall INT -0.45 0.18 -0.63 -16.76 EXT -0.48 0.18 -0.66 -17.56 Wall INT -0.45 0.18 -0.63 -16.76 EXT -0.48 0.18 -0.66 -17.56 Windward Wall INT 0.4 -0.18 0.58 15.43 16.36 EXT 0.61 -0.18 0.79 21.01 22.28 Leeward Wall INT -0.29 0.18 -0.47 -12.50 -13.25 EXT 0.43 0.18 -0.61 16.23 -17.20 NOTE: 1) AVERAGE OF INT & EXT IS USED. PLEASE REFER TO DIAGRAM OF PAGE 43 OF ASCE 7-98 FOR BUILDING SURFACE DESIGNATION RSTA# 5306 STRUCTURAL CALCULATIONS Sheet 3 of HAVEN HOMES (CVH - Laura & John FINAN) s R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREETOnTAVARES FAX: (209) 863 8952 RIVERBANK, CA 95367 ` `ps9sx':rells DISTRIBUTION OF WIND INTO MAIN BUILDING'S SURFACE ROOF PITCH 4.6875 / 12 CueA 25.66 psf 21.15 psf 19.70 Vef 23 90 psf 9J4 Vsf 7 70 psf 2T-6" 2T-6" 22.34 psf 18.62 psf 22.34 psf 18.62 psf WIND PERPENDICULAR TO RIDGE G 55 psf 2V 89 psf 17.77 psf 27.84 psf I O_$8 VsC� �G 46 psf D'.6• 7'-6" 17_16psf IT16psf 17.16psf 1716psf 19.32 psf 15.23 psf 18.22 psf 0 14.36 psf o 447(r I. 0 01 WIND PARALLEL TO RIDGE RSTA# 5306 HAVEN HOMES (CVH - Laura & John FINAN) STRUCTURAL CALCULATIONS Sheet 4 of I R & S TAVARES ASSOCIATES 3324 SANTA FE STREET RIVERBANK, CA 95367 a 5 AVARES �.55t:K'In'eF:S DISTRIBUTION OF WIND INTO BUILDING �UPnn UPun V_RI: __1---214 PL1' 1A V FLR2_1-369PLY P\ �i zr.c V_FLR I. 'i=205 PIJ: I RANSV[7RSE DIRECT[ N TRANVERSE SHEAR (IN 27'-6" DIRECTION "RFT = (9 34)� 4.6875 12 z 27.5 + (22.34 + 18.62)-8 z VFLIt2 T:= (22.34+ 18.62)8 + 8 + 1 2 2 ) FLRI_"F (22.34+ 18.62)8 + 1� 2 LONGITUDINAL SHEAR (IN 44'-0" DIRECTION) TEL: (209) 863 8928 FAX: (209) 863 8952 Uplift uhRn V_RF. 'E=214I11F V FLR2_"1'=369 PLT' - ��ii xr"c V FLRI."I'=205PLF "TRANSVERSE DIRECTION SRF L= (19.32+ 15.23) 4.6875. 122 27.5 ) I �+(18.22+ 14.36)•28 VFLR2_L (18.22+ 14.36).$ + 8 + l� 2 2 VFLRI__:= (18.22+ 14.36).8 + 1� 2 UPLIFT Uplift:— 27.84+ 16,55 AVERAGE UPLIFT 2 SRF T-214 pif plf �FLRI_T — 205 plf �RF_L - 223 pif �FLR2_L — 293 pif �FLRI_L - 163 pif Uplift = 22 1 psf RSTA# 5306 STRUCTURAL CALCULATIONS Sheet 5 of HAVEN HOMES (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREETAVARESFAX: (209) 863 8952 RIVERBANK, CA 95367 777 ""�'' As.1cm-isms ALLOWABLE DIAPHRAGM DESIGN VALUES ROOF DIAPHRAGMS 5/32" CDX OR OSB (24/0- EXP1) - USE PLY CLIPS @ PLY PANEL EDGES AILING SHALL BE 8d @ 6" E.N., & 12" F.N. OR 7/16"x2"x16Ga Staple @ 4" E.N., & 8" F.N. ALLOWABLE SHEAR = 165*1.4*4/3=308 PLF or 165*1.4= 231 PLF VALLOW_RF_'1• 30 Plf FLOOR DIAPHRAGMS VALLOW RF L' 231 Plf /2" PLY OVER 1/2" PLY, CDX OR OSB (24/0- EXP1) , T&G EDGES OP PLY NAILING SHALL BE 7d @ 6" E.N.,& 12" F.N. OR EQUIV. BOTTOM PLY NAILING SHALL BE 10d @ 6" E.N.,& 12" F.N. OR 7/16"x2"x16Ga Staple @ 4" E.N., & 8" F.N. ALLOWABLE SHEAR = 200*1.4*4/3=372 PLF or 200*1.4=280 PLF) VALLOW FLRT = 37 Plf SHEARWALL DIAPHRAGMS VALLOW FLR L:= 281PIf 32" CDX OR OSB (EXP1) OVER FRAMING W/ 1/2" GYP. INTERI ILING FOR SHEATHING SHALL BE 8d @ 4" E.N.,& 12" F.N. OR 7/16"x2"x16Ga Staple @ 2" E.N., & 8" F.N. ILING FOR GYB SHALL BE 5d @ 4" E.N.,& 10" F.N. OR EQUIV. FRAMING MEMBER RECEIVING EDGE NAILNIG -OWABLE SHEAR = 350*1.4 + 125 = 615 PLF w/ REDUCTION 5/32" CDX OR OSB (EXP1) OVER FRAMING W/ 1/2" GYP. INTERIOR AILING FOR SHEATHING SHALL BE 8d @ 3" E.N.,& 12" F.N. X FRAMING MEMBER RECEIVING EDGE NAILNIG LLOWABLE SHEAR = 450*1.4+125 _ 755 PLF w/ REDUCTION YPEIISHEARWALL PERFORATED O O I<S IAl; b306 STRUCTURAL CALCULATIONS Sheet 6 of HAVEN HOMES (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES TEL: (209) 863 5928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 S AVARES i ALLOWABLE CONNNECTOR DESIGN VALUES (BASED ON SP#2) SIMPSON CONNECTORS A35 12- 8d NAILS SI H2.5 10- 8d NAILS MSTC52 48- 16d NAILS LSTA12 5- 10d NAILS EA. END STHD14RJ 38- 16d NAILS ST6224 28- 16d NAILS iearallowA35- GO Tensio°allowH25= 3G LB LB 'fensio°allowMS'fC52= 414_ Tensio°allowLSTAI2:= G95 LB LB 'fension,�IlowSThiD14RJ- 388 LB TensionallowS'f6224= 254 LB STRAP 1 1/4"X 16" 0.19" GaTension 4- 8d NAILS ON TOP OF allowSTKAP 50 LB CEILING JOIST 3- 8d NAILS AT EACH PLATE & AT MARRIAGE WALL R0 HS DOM STRUCTURAL CALCULATIONS Sheet 7 of HAVEN HOMES (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET 4 St FAX: (209) 863 8952 RIVERBANK, CA 95367 AAARES 4193piL5'ri•.4 ROOF DIAPHRAGM DESIGN SHEAR IN TRANSVERSE nd ROOF DIAPHRAGM plf See Summary in Sht. 5 w _ VIZI'_1 44 w = 171 plf into Lines 1 & 2 227.5 RF_T since WRF_'I' - 171 plf < VALLOW_IZF_T - 308 plf R SHEAR IN LONGITUDINAL CED DIAPHRAGM V RF_L = 223 plf See Summary in Sht. 5 w - VIZF_L 27 5 w - 70 plf into Lines A & B RF_L- 2.44 IZP_L since w _ 70 plf < VALLOW RF L - 231 plf R RF L — — LONGI'I URINAL 223 PIT I'RANSVERSE 214 PLF A ROOT DIAPHRAGM 4:12 19.5' . ------------------------------------------- 27.5' yll 12:12 O - C fl' 44 2 RSTA# 5306 STRUCTURAL CALCULATIONS Sheet 8 of HAVEN HOMES (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATESTEL: (209) 863 8928 3324 SANTA FE STREET AVARES ' FAX: (209) 863 8952 RIVERBANK, CA 95367 asgca RES S ROOF DIAPHRAGM CONTINUITY.CHECK -- MODULE TO MODULE CONNECTION CO)- ROOF RIMBAND : ALONG MATELINE NOTE: DEEP BEAM HORIZONTAL SHEAR II If Plf �O "ln,l i[N.SION— luncnvnl"n� ulnrnrznrm ,w u, SRP L - 223 Plf 45, ,,,",.t--------��----��----F------------ V NIT 2_r 44 C ^^ ii I 1 1'MATE' 27.5 1 MATE - 3767 Ib 2 ALLOW16d_nail` 122-1.6-1.1 ALLOW16d nail -215 Ib 2ALLOW1.6d nail Spacingreq:- - MA'I'L 12 Spacingreq - = 60.2 in 1' 44 SO, NEED (2) 16d NAILS PER 60.2 IN ROVIDE (2)16d NAILS PER BAY @ ROOF DIAPHRAGM RIM CONNECTION -- MODULE TO MODULE CONNECTION (0) ROOF RIMBAND' AT ENDWALLS NOTE: CHORD FORCE CONTINUITY °RP 1,'27.5 z 1'CHORDR tension force to chord P479 LB 44 CHORD - SINCE I C 1O pt 4- 479 LB < Tension 2540 LB allowST6224 - ROVIDE ST6224 SIMSON STRAP RIMBAND GABLE END WALLS NO I Hir DJUb STRUCTURAL CALCULATIONS Sheet 9 of HAVEN HOMES (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 5 A1tARE5 n55Ix tntts SUMMARY SHEAR FORCE DUE TO ROOF DIAPHRAGMS (INTO 2ND FLOOR SHEARWALL) RI := vRF T'44 INTO LINE 1 RI = 4708 LB -- 2 R2:= vRF T'44 INTO LINE 2 R- = 4708 LB 2 RA:=vRF_L'27.5 INTO LINEA RA=6135 LB Ii :— v 27'5 INTO LINE B B — RIF— L' 2 RB = 3068 LB NOTE: RB GOES TO SHEARWALL @ LINE B @ 1ST FLOOR, BECAUSE THERE IS NO SHEARWALL @ LINE B @ 2ND FLOOR SHEARWALL Gil2N° FLOOR (4) 3' OPEN 2.8' OPEN RB —10 1 -- — --- 44" 1 RSTA# 5306 STRUCTURAL CALCULATIONS Sheet 10 of HAVEN HOMES (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES ! TEL: (209) 863 8928 3324 SANTA FE STREET AVARES FAX: (209) 863 8952 RIVERBANK, CA 95367 assa� ES . i CHECK SHEARWALL & OVERTURNING (a) 2nd FLOOR (DUE TO ROOF DIAPHRAGM) Line 1 (2nd FLOORI: R1 = 4708 b Lsw:= 27.5 — 8 ft L1 := Lsw, — 2.8 L1 = 16.7 ft Ll Percentrull—ht L Percentfull_ht = 0.86 sw Ratioeftcctive 0.88 per Table 3B WFCM °effective Rau°eti'ective,615 See Shearwall Schedule Rl V1 := V I = t, I 282 plf < ueffective = 541 plf -------------------- °effective = 54] plf ShearWall S� For 19'-6" Perforated ShearWall (w/ 88% Effective Shear) (a) LINE 1 Lsw, = 19.5 ft Hwall 8 ft Wall Height 2 MOT R I'Hwall + Uplift -4. Lsw 2 L L 2 2 MR:- wWDL'11wall' 2 +(wRDL)-4.2 3 M R = 19773 < MOT = 54544 Ib -ft MOT = 54544 Ib -ft MR = 29660 There is OverTurning Ib -ft 2 "� TenslonallowMSTC52 = 4145 Ib or equiv. MO'f— 3 MR T 7'= 1783 Ib CENTERED @ 1ST & 2ND FLOOR Lsw MODULES , @ GABLE END POST USE MSTC52 0, EA. END OF 19'-6" PERFORATED SHEARWALL na 2nd FLOOR OF LINE 1 RSTA# 5306 STRUCTURAL CALCULATIONS Sheet 11 of HAVEN HOMES (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 AVARES �.59tw: Lxr.S Line 2 (2nd FLOOR): r y 1 1 O Fl 08 Ib Lsw:- 27.5 - 8 ft L2 =Lsw -0 L2 =19.5 ft =' L2 �© Pcrcen[full__ht'= — Percentfall ht= 1 Lsw � ..� Ratioeffective'= I per Table 313 WFCM °effective'= Ratioeffective'6t5 See Shearwall Schedule °effective = 615 plf R2 V2:= L V2 = 241 Plf < vetfective = 615 plf ShearWall S 2 V For 19'-6" Perforated ShearWall (w/ 100% Effective Shear) (a-) LINE 2 Lsw = 19.5 ft I lwall := 8 ft Wall Height 2 MOT'= R2'Flwall 4 Uplift 4• Ls2w MOT = 54544 Ib -ft 2 2 Lsw Lsw MR'- wWDI� 11wall' 2 � + (wRDL)'4' 2 MR = 29660 Ib -ft MR = 19773 < MO.1• = 54544 Ib -ft There is OverTurning 3 2 < TensionallowMSTC52 = 4145 Ib or equiv. MO -f - 3 MR T:= T = 1783 Ib CENTERED @ 1ST & 2ND FLOOR Lsw MODULES , @ GABLE END POST USE MSTC52 Ca EA. END OF 19'-6" PERFORATED SHEARWALL na 2nd FLOOR OF LINE 2 RSTA# 5306 STRUCTURAL CALCULATIONS Sheet 12 of HAVEN HOMES (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 AVARES \ S ,M.SSIII"1,1P P.5. Line A (2nd FLOOR): RA = G 135 Ib Lsw:= 44 ft LA I.A = 32 ft Percentfull_lit Lsw Ratioeffective 0.79 per Table 3B WFCM Ueffective Ratioeffective'615 RA VA:– — VA= 192 plf LA O LA Lsµ, – 4.3 �, 1 -------------------- ------------ 6,ry Percenlfull ht = 0.73 ti See Sheanaall Schedule < °effective = 486 plf 1)effective=486 plf ShearWall S� For 44'-0" Perforated ShearWall (w/ 79% Effective Shear) (a) LINE A Lsw =44 ft 1-lµ,all:= 8 ft Wall Height 2 MO27.5 Lsw 'f �= ItA'I�wall + lJplifh�— 4 2 2 2 Lsw 27.5 Lsw MR wWDL't-lwall' 2 +(wRDL)' 4 '2 MOT = 196791 Ib -ft MR = 29660 Ib -ft 2 MR = 128502 < MOT = 196791 Ib -ft There is OverTurning 3 2 MOT – 3 MR < TensionallowMSTC52 = 4145 Ib or equiv. T:= T = 1552 Ib Lsw LOCATED @ GABLE END FACE LINE B USE MSTC52 Call EA. END OF 44'-0" PERFORATED SHEARWALL (a 2nd FLOOR OF LINE A RSTA# 5306 STRUCTURAL CALCULATIONS Sheet 13 of HAVEN HOMES (CVH - Laura & John FINAN) R & S FAVARES ASSOCIATES 3324 SANTA FE STREET AVARES RIVERBANK, CA 95367 `gsaa.t E 2nd FLOOR DIAPHRAGM DESIGN SHEAR IN TRANSVERSE CW 2nd FLOOR DIAPHRAGM FLR2_T = 369 plf See Summary in Sht. 5 vFLR2_T'44 wFLR2 T °"FLK2 T - 295 plf into Lines 1 & 2 2 27.5 - since WFLR2 T - 299 plf <VALLOW FLR T - 372 If SHEAR IN LONGITUDINAL (n) 2nd FLOOR DIAPHRAGM FLR2_L - 293 plf See Summary in Sht. 5 V F LR2 _L' 27.5 `"FLR2 L:= `°FLR2 L = 92 plf into Lines A & B 2.44 - since WFLR2_L - 92 plf VALLOW FLR L - 2101plf LONGITUDINAL. 293 PLI' 'TRANS VERSE 369 PLL; TEL: (209) 863 8928 FAX: (209) 863 8952 O O ► A ► 2ND FLOOR DIAPHRAGM • 19.5' -------------------------------------------- 27.5' a' �\L 44' 1 2 RSTA# 5306 STRUCTURAL CALCULATIONS Sheet 14 of HAVEN HOMES (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES 3324 SANTA FE STREET". TEL: (209) 863 8928 RIVERBANK, CA 95367 AVARES FAX: (209) 863 8952 S AS9CM:1rATP-$ 2nd FLOOR DIAPHRAGM CONTINUITY CHECK -- MODULE TO MODULE CONNECTION 0 FLOOR RIMBAND : ALONG MATELINE NOTE: DEEP BEAM HORIZONTAL SHEAR �FLR2_T = 369 plf iRAe �hl,li2 L = 293 plf ,rx,vor,^I'llIM acorn -rnu.-emus vs OI 2 l� �I�LR2 44 � � z FMATE :- 27.5FMATE = 6488 Ib _ 2 ALLOWbolt:= 1080 ALLOWbolt = 1080 Ib ALLOWbolt Spacingrcq 1; MATE Spacingrcq = 7.3 ft 44 -- MODULE TO MODULE CONNECTION 2nd FLOOR RIMBAND : AT ENDWALLS NOTE: CHORD FORCE CONTINUITY °PLR2 L'27.5 z 8 pCHORD 44 SINCE 1'1i01tD = 630 RATAfI F�nc tension force to chord FCHORD = 630 LB < Tensio°allowSTG224 = 2540 LB Im HAVEN HOMES J 1 NUC I URAL CALCULATIONS Sheet 15 of (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES 9 TEL: (209) 863 8928 3324 SANTA FE STREET AVARES FAX: (209) 863 8952 RIVERBANK, CA 95367 SUMMARY SHEAR FORCE DUE TO 2ND FLOOR DIAPHRAGM RI_FLR2:—VFLR2_T'as 2 RI_FLR2-8110 LB a R2_ FLR2:= V FLR2_IF' 2IZ2_FLR2 = S110 LB 27.5 RA_FLR2 VFLIZ2_L' 2 27.5 RB_FLIZ2:— V FLR2_L'2 RA_FLR2 — 4032 LB RB_FLR2 = 4032 LB COMBINED SUMMARY SHEAR FORCE 1ST FLOOR SHEAR WALL RI COMB:— R1 + 1Z1 17LR2 R2_COMB := IZ2 + R2_FLIZ2 RA COMB IZA+ IZA FLR2 RB—COMB:—IZB + RB 11,112 SHEARWALL@01 FLOOR ♦I (2)2,8' OPEN 1zu—# 8'+3.4'+28' OPEN 2' OPEN (4)2.8'+55' OPEN a 1�E A 145' �O217.5' W A R lE 44 RICOMB —12818 LB R2_COMB = 12818 LB RA COMB=10167 B RB_COMB — 7099 LB RSTA# 5306 STRUCTURAL CALCULATIONS Sheet 16 of HAVEN HOMES (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES 3324 SANTA FE STREET RIVERBANK, CA 95367 �40AVARES d.$AbC'Ih[t-� CHECK SHEARWALL & OVERTURNING na IST FLOOR Line 1 (1st FLOOR): RI COMB= 12818 Ib Lsw:= 27.5 ft LI Lsw — 2.2.8 L1 LI = 21.9 ft Pcrcentfull_ht Percent = 0.80 tull ht Lsw — Ratioeffective 0.83 per Table 3B WFCM TEL: (209) 863 8928 FAX: (209) 863 8952 °effective Ratioeffective'755 See Shearwall Schedule °effective = G27 plf RI COMB V I = —Ll V 1 = 585 plf < ueffective = 627 plf ShearWall SZ For 27'-6" Perforated ShearWall (w/ 83% Effective Shear) (7a LINE 1 V Lsw = 27.5 ft Hwall 8 ft Wall Height MOT:=R1-17+RI FLRTffwall MOT = 144919 Ib -ft 2 2 2 M w -17. Lsw + �wRDL� Lsw Lsw IZ WDL 2 '4'2 + �wFDL�'4' 2 MR = 117975 Ib -ft 3 MIZ = 78650 < MOT = 144919 Ib -ft There is OverTurning 0 MOT —3 MR < T "1'ensionallowSTHD14RJ = 3885 Ib or equiv. LSw "r = 2410 Ib INSTALLED @ FOUNDATION WALL @ GABLE END USE STHDI4RJ nn EA. END OF 27'-6" SHEARWALL Ca 1ST FLOOR OF LINE 1 DQTA. c1— HAVEN HOMES a I KUG I URAL CALCULATIONS Sheet 17 of (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES 3324 SANTA FE STREET RIVERBANK, CA 95367 540�AVARES Assatnrns i' Line 2 fist FLOOR): It2 COMB = 12818 Ib Lsµ,:= 27.5 ft L2 := Lsw _ 2 L2 = 25.5 ft Percentfull_ht'= L2 Lsw Rati°effective:= 0.88 per Table 3B WFCM Percentfull_ht = 0.93 Fuy TEL: (209) 863 8928 FAX: (209) 863 8952 °ellbctive:= Rati0effective'615 See Shearwall Schedule °effective = 541 plf 1t2 COMB w V2 L2 V2 = 503 plf C °effective = 541 plf ShearWall v` For 27'-6" Perforated ShearWall w/ 88% Effective Shear LINE 2 Lsw = 27.5 ft Ilwall := 8 ft Wall Height MOT:= 82.17 + R2 FLR2.8 MOT= 144919 Ib -ft \ 2 2 M = µ IT Lsw } Lsw Lsw2 R WDL 2 �`°RDL�'4' 2 + (wFDL)'4' 2 MR = 117975 Ib -ft 2 3 MR = 78650 < MOT = 144919 Ib -ft There iS OverTurning 2 MOT — 3 MR TensionallowSTHDl4RJ = 3885 Ib or equiv. T:— T = 2410 Ib Lsw INSTALLED @ FOUNDATION WALL @ GABLE END USE STHD14RJ na EA. END OF 27'-6" SHEARWALL 0 1ST FLOOR OF LINE 2 RCTA9 Gone_ HAVEN HOMES a t KUC I URAL CALCULATIONS Sheet 18 of (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES 3324 SANTA FE STREET + TEL: (209) 863 8928 RIVERBANK, CA 95367 ; AVARES FAX: (209) 863 8952 S 'AA$lN:1A PA Line A flat FLOOR): RA COMB = 10IG7 Ib Lsw'= 44 LA = 29.8 ft Pcrcentlull_ht '= LA Lsw Ralieeffective 0.62 per Table 3B WFCM ft LA := Lsw - 8 - 3.4 - 2.8 --- --- --------- - ---- ----- --t.�_..I �9h Percentfnll_ht = 0.68 °effective:= Ratioeffective'615 See Shearwall Schedule effective = 381 plf RA COMB VA LA VA = 341 plf < °effective - 381 Plf ShearWall< > S For 44'-0" Perforated ShearWall (w/ 62% Effective Shear) 0 LINE A Lsw = 44 ft Hwall = 8 ft Wall Height M01:=2 27.5 Lsw IZAf7+RA_FLR2'HwaII+UPlift-4- 2 MOT=284264 Ib -ft 2 2 MR := wWDL- 17 Lsw + w 27.5 Lsw + w 27.5 Lsw2 2 RDL)' 4 2 FDL' 4 ' 2 MR = 377157 Ib -ft 2 3 MR = 251438 > MOT - 284264 Ib -ft There is OverTurning M < Tension 3885 Ib orequiv. MOT 3 IZ EallowSTHD14RJ = 1 �= T = 746 Ib Lsw LOCATED @ GABLE END FACE USE STHD14RJ (-h EA. END OF 44'-0" PERFORATED SHEARWALL (a 1ST FI OOR OF LINE A DQrn. c HAVEN HOMES 61 NUU I URAL CALCULATIONS Sheet 19 of (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET AVAFAX: (209) 863 8952 RES RIVERBANK, CA 95367 RES S Line B (1st FLOOR): RB -COMB = 7099 Ib Lsw := 44 ft LB LB = 27.3 ft Perce.-Rill_ht •- Lsw LB:=Lsw-4.2.8-5.5� -------------------------------- - �., Percentrull In = 0.62 Ratioeffeetive 0.57 per Table 3B WFCM °effective Ra11oelTective'615 See Shearwall Schedule VB RB COMB VB = 260 plf <u 351 plf L,13 effective = °effective = 351 plf ShearWall S� For 44'-0" Perforated ShearWall (w/ 57% Effective Shear) (cd LINE B Lsw — 44 ft Ifwall := 8 ft Wall Height 2 MOL := RB 17 + RB27.5 1'sw _FLRTHwall + UpliR 4 . Z MOT = 232113 Ib -ft 2 2 Lsw 2 27.5 1-sw 27.5 Lsw MR = 377157 Ib -ft MR wWDL' 17 2 + (wRDL�' 4 2 + (w'FDL �' 4 2 MR = 251438 < MOT = 232113 Ib -ft There is OverTurning 3 rVI01'- MR < Tension lb = 3885 Ib or equiv. T:- T = -439 Ib L'sw LOCATED @ GABLE END FACE USE STHD14RJ HOLDDOWN l EA END OF 44'-0" PERFORATED SHEARWALL t7a 1st FLOOR OF LINE B RSTA# 5306 STRUCTURAL CALCULATIONS Sheet 20 of HAVEN HOMES (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATESTEL: (209) 863 8928 ; 3324 SANTA FE STREET AVARES FAX: (209) 863 8952 RIVERBANK, CA 95367 ,�yy�.�,ti,r�;,g 1st FLOOR DIAPHRAGM DESIGN SHEAR IN TRANSVERSE as 1st FLOOR DIAPHRAGM FLR I_T = 205 plf See Summary in Sht. 5 w VFLRI_T'44 FLK 164 plf into Lines 1 & 2 FLKI_T'- 227.5 I_"F- since Frut, '1. = 104 pif < VALLOW FLR T- 372 If SHEAR IN LONGITUDINAL 6D 1st FLOOR DIAPHRAGM FL,RI_L = 1G3 plf See Summary in Sht. 5 vFLRI_L'27.5 WFLRI_L'- 2.44 since WFLRI_L - 51 pif LONGITUDINAL 163 PLI' WFLRI L = 51 plf into Lines A & B (ALLOW FLR L 280if TRANSVERSE 205 PLP A h' FLOOR DIAPHRAGM ------------------------------------------- 27.5' x U ��I 44 2 O O RSTA# 5306 STRUCTURAL CALCULATIONS Sheet 21 of HAVEN HOMES (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREETFAX: (209) 863 8952 RIVERBANK, CA 95367 AVARES b$3t'ti?I1TF-S 1st FLOOR DIAPHRAGM CONTINUITY CHECK MODULE TO MODULE CONNECTIION_Ccb 1st FLOOR RIMBAND : ALONG MATELINE NOTE: DEEP BEAM HORIZONTAL SHEAR xus ri.t FFLRI plf T=205 "FLRI_L=163 plf ro"s:°parr" i mnrr-e m. vv ____------ ivs � ns 11,LIiI 'I'44 2 8 F'MATE:= 27.5 2 ALLOWbolt:= 1080 ALLOW bolt Spacin9req:_ 1 MATE 44 i FMATE = 3604 Ib ALLOWbolt= 1080 Ib Spacingfeq = 13.2 ft PROVIDE 112" DIAM. THRU BOLTS @ 8' o.c. @ 1st FLOOR PERIMETER BEAMS ON SITE -- MODULE TO MODULE CONNECTION (c) 1stFLOOR RIMBAND . AT ENDWALLS NOTE: CHORD FORCE CONTINUITY 'PLIZI L'27.5 I'CHORD := 44 tension force to chord FCHORD = 350 LB SINCE I'CI-LORD = 350 LB < Tension — 2540 LB allowS'I'6224 ROVIDE ST6224 SIMSON STRAP 0 RIMBAND GABLE END WALLS RSTA# 5306 STRUCTURAL CALCULATIONS Sheet 22 of HAVEN HOMES (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 AVABES SJ `d'mcm-[Arm LATERAL FRAMING CONNECTION LOAD FROM WIND -- ROOF RAFTER TO TOP PLATE CONNECTION A.) TO RESIST SUCTION 1'sucti0n := 26 PSF Suction when wind is parallel to ridge. See Sht. 5 27.5 1G 27.5 IG 2 Netsuction :— 1 suction' 4 12 wRDL' 4 12� 3 Netsuction = 147 Ib PER RAFTER SINCE Netsuction = 147 Ib < Shear(olt 40 Ib OK SINCE Netsuction = 147 Ib < Pension allowSl'RAP = 500 Ib OK rovide 1/2" Bolt @ Each End of Each Rafter to Ceiling Joist & Provide 1 1/4" x 16" x 0.019" Ga Strap @ Top of Each End of Ceiling Joist to DBL LOP Plate Over Plywood B.) TO RESIST SHEAR wRF_ L = 70 plf SHEAR TO END OF DIAPHRAGM. SEE SHT. 8 IG hsheear := wRF_L' 12 plf 1'sheear = 93 LB PER RAFTER Toeiirii := 0.83.88.3 (3) 16d Toe Nail Toenail = 219 LB SINCE 1'sheear=91 LB < Toe =219 LB OK nail rovide 3) 16d Toe Nails Ea. End of Ea. Ceilin Joist to Double To Plate .�.1m vovo STRUCTURAL CALCULATIONS Sheet 23 of HAVEN HOMES (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES TEL: .(209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 � AVARES 'ARSkm rATY8 -- WALL STUD TO DBL TOP PLATE & SILL CONNECTION (TO RESISIT SUCTION) only at 2nd Floor 1)Suction- 26 PSF Suction when wind is parallel to ridge. See Sht.5 wFDL 2 27.5 60 Net suction BOT [1, Suction — (wRDL . wceil + Stud to Floor Rim 2 � 3� 4 12 since Net _ 298 Ib Cession LSTA12 @ 60" sucuon_BOT allowLS'1'Al2 - G95 Ib O.C. r e Simpson LSTA12 STRAP @ 60" ox. on 2nd Floor Wall Stud to Floor Rim. me Stud Shall have the 1 1/4"x16"x0.019" Tension Strap on the Other End of DBL TP --TOP PLATE SPLICES wRF T= 171 plf CO's"OnlOd_nail_face 90 Ib Allowable 10d Common Nail for toe nailing Conun01110d nail face Spacing:= - - .12 Spacing = 6.3 wRF T FFZOVIDE MIN. 10d COMMON FACE NAIL ALONG DBL TOP PLATES @ 4' EACH SIDE F 4' STAGGERED SPLICE w/ Max 4" ox SPACING MO I Aif 0JUb STRUCTURAL CALCULATIONS Sheet 24 of HAVEN HOMES (CVH - Laura & John FINAN) R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 AVARES `AR$tl(]h9 P.5 FOUNDATION SHEAR ANCHORAGE (vl F T+vFLR2 T+vFLIU T)'44 Vbasel := 2.(27.5 —2) Vbasel - 679 plf (vRl'_'1'+ vFLR2 T+ vFLRI T)'44 Vbasel 2.(27.5 — 2) Vbasel - 679 plf (vRI' ,+vFLR2 L L+vFLRI )'27.5 VbaseA 2.(44-2) VbaseA - 222 plf (vRF L L +vFLR2_L+vFLRI )'27.5 Vbascl3 - 2.(44-2) b:- - 222 plf ANCHtBOLT LINE 1 LINE 2 LINE A LINE B 448" O.C. 5/8" d 16" O.C. 16" O.C. 48 O.C. 48" O.C. d -=32'".:C 48" 48" O.C. 7/8" diam x 18" 40" O.C. 40" O.C. 48" O C. 48" O.C. POUNllA'fION BASH SHLAIL V base -I I- V_b ase _A_� V—base_il_ll� 44' 1 2 V -1-base 2 _KG 19.5' 27.5' --0 9t1 x' B nQ I M* 03ub STRUCTURAL CALCULATIONS Sheet 25 of HAVEN HOMES (CVH - Laura & John FINAN) Table 2C Shear Capacities for trim ,, IF- proniug Species Diaphragm Blocked II 4 HA prattling Species 0.50>d z 0.42 Blocked Moues prn,ing Species - 0.42 >, U 2 0.35. Blocked it 6 44 1 2�/t 24 Sheathing Material Sheathing Nail Itcoumnlcmted Shear Capacity (pit), 'fidokncas Sim SOaclnndl 3/8 Sd lam 220 1 am n0 <„m 1-� F --i Sheathing 3/8 6d 125 1 185 250 375 420' 115 170 230 345 385' 105 155 215 320' 355, Sit 160 240 320 480 545, I45 220 293 A40 SOD, 133 205 270 M110 46A 15/32 8d 180 270 360. 530 6001 165 250 330. 490 550, 155 230 305 A50 510, IOd 190 29U 385 575' 655, 175 265 35.5 5301 CU5' 1 0 245 325 490, 555, 171719/32 lOd 215 1320 1 425 1 640, 730' 200-1 295 390 590' 670' 185 270 360 545, 620' C - Specific gravity offraming species. For wind design, tabulated values Anil be pomdltod to be incrcused'40%. r When panel edges aro staggered over common framing mombersand the load is parallel to Ole framing members, labulnted values abull bo permitted to be Increased 33%. IProuing at MIJOhning panel edges slell be 3 inches nominal or wider and nails shall be staggered. ' Nail spacing at edge$ other Won diaphragm boundarinis and continuous panel edges parallel to load shall be pennilted to be 6 iachcs, 4 inches and 3 inchos'instead of inches 2-1/2 inches and 2 inches rose—actively. Table 2C Shear Capacities for Horizontal Diaphragm Assemblies (Cont.) Shonthing Material -Thickness Nail Diaphragu} Nail Spacing (in. of Material Size Construction ) licpauvondci� I'n11011.1 Edges InncShear Capacity uncdinlc (Pit) Sl loos f3ypanan Wallboard 'la 5d Cooler Nails or Unblocked 7 10 1-1/4 D wall Screws - J0 Lumber Sbentbiug 5/8 or 3/4 8d Coalition Nails Straight Shcetldo 2 for Sur ort 2 for Su fort 50 Din anal Shendlin 2 er Sar ort 2 or So ori 300 Special 2 -Layer 2 per Suppori/Lnycr 2 per SupporVLnyer 600 Din mol Shcnthin Tabulated 3110017 capacity can be increased to 90 plf when ceiling fconinig,le IC110 Report No. 1874-89. liters are spaced [lot umre. Ihnn 16 inches o0 center, per AMIRCAAWDl QSZ 5306 sNT z6 / t 110 SII PPI.F. VVI ENT SB Design Criteria to The shear resistance of wood shearwalls shall be coin - pitted by one of two methods. Method 1. Slicarwall Seement Method (Type I Walls) 1. 'file shear capacity of a wall shall equal the stun of file individual full -height shearwall segment shear car pacifies. 2. 'rite shear capacity of each full -height wall seg- ment shall equal the tabulated linear shear capacity (pit) tunes the length of the wall segment. 3. 'file shear capacity of wall segments sheathed oil both sides with similar or dissimilar materials shall equal the soul of the shear capacities for each side; 4. A holddown with a capacity equal to the tabu- lated linear vicar capacity (pit) times the wallheight shall be attached ant each end of each shearwall segment. All holddown connections shall_maintain it continuous load path to the foundation. 5. Each shearwall segment shall be cotmcc(ed to the elements below with shear connections capable of resist- ing the shear capacity of the segment. Method 2 Perforated Shearwnll Method f7 a II Wttllvl 1. Walls shall be entirely sheathed with structural sheathing, including areas above and below windows and above doors. 'The shoal• capacity of a wall s11all equal the suns of Lite individual full -height wall segment shear ca- pacitics times the opening adjustment factor in the table below. EXCEPTION: Areas above and below windows and/or above floors shall be permitted to remain uusbeallted if the ])eight of die unrestrained open- ing is assumed to be the height oflheunsheathed opening. Shear Capacities for Shearwall thcrcvincival Window 116011 1 Door 1-1/3 1 11/2 1 211/3 1 511/6 1 II 8'wall 1..2'-g„ 1 4-O" 1 S-4" 1 6'41" 1 8'.0" Wfl 13',-4". I Y -O" 1 6•-8" 1 8'4" 110--0" Peccant Pull -Height shenlhing Effective StierCnpnrc:ity It:uu 0% 1.00 0:67 0.50 0!10 0.33 10% 1.00 0.69 0.53 0.43 0.36 20% 1.00 0.71 0.56 0.45 0.38 30% 1.00 0.74 .0.59 0.49 0.42 40% 1.00 0.77 0.63 0.53 0.45 50% 1.00 0.80 0.67 0.57 0.50 ' 60% 1.00 0.83 0.71 0.63 0.56 70% 1.00 0.87 - 0.77 0.69 0,63 80% 1.00 0.91 0.83 0.77 0.71 90% 1.00 095 0.91 0.89 0.83 100% 1.00 1.00 1.00 1.00 1.00 2. The shear capacity of each full -height wall ment shall equal the tabulated linear shear capacity times the length of the wall segment. 3. The shear capacity of wall segments sheat) both sides with similar or dissimilar materials shall the 511111 of the shear capacities for each side. 4. Aholddown, toprovide overturning restraintwit a capacity equal to the tabulated linear shear capacity (plj time's the wall height shall be attached at each end of th wall (;tot each wall segment). All holddown connection shall maintain a continuous load path to the foundation. 5• Each shearwall segment shall be connected to elements below with shear connections capable of res ing the shear capacity of the segment. AMERICAN WOOD COUNCIL Opr# Y 306 4u r. -0 i Table HB Wood Structural Panel Shear C pacitles for Shearwall Assemblies (continued) la.. AMERICAN FOREST& PAPER ASSOCIATION SIT+ 5706, U) O 'O m m m m z SNT- 2g/ Praming Species G k0.4R Praming Species 0.49>G20.42 II Praming Sp.cics GcU.42 Pa..] Rd . Nail S Ing (in. - 6 4 3 2 6 4 3 2 6 4 3 2 ShonOdng Mstatist Minimum Neil Recealntended Shear Capacity (it] 0t Shutnhing Size' Thickness {n. Structural 1 5/16 6,11 200 300 390 510- '165 245- 320 420' 130 195 255 3301 Nil Ild 2301 3601 460' 610'•' 230 355 450 600' 180 280 360 475' 716 8d 255' 3W 505' 670'-' 230 355. 450 600' 180 280 360 475' 15/32 Nd 280 430 550 730' 230 355 450 .6001 180 280 360 475' IOd 340 510 .6651 870' 280 420 545' 715' 220 330 4M1' 565' Stnmlural Shonibhng, 5/16 6d 180 270 350 450' .165 245 320 420' 130 195 255 330' Plywood siding, 3/8 6d 200 3(10 390 5101 165 245 320 420' 130 195 255 330' 8d 220' 320' 410' 530',' 220' 320' 410' 530'•' 180 280 360 47.5' 7/16 8d 240' 350' 450' 5851•' 230 350 450 585' 180 280 360 4751 15/32 8d 260 380 490 640' 230 355 450 600' 180 280 360 475' IOd. '310 460. 600' 770' 280 420 545' 715' 220 330 430 5565' 19/32 lod 340 510 665' 870- 280 420 545' 715' 220 330 430' 56.5' Plyw... I Sidl g- 5//6 6d' 140 "210 275 360'' 115 170 225 295' 90 135 '180 235' 3/N NA' 160 24(1 310 410' 130 195 255 335' 105 155 2011 265' G - Specific gravity of framing species For wind design, labnlnted vnlucs shall be pernnllle,l to be increased 40%. ' Planting at Adjoining panel edges slmll ho 3 Inches nominal or wider mod units shall be staggered. Shear values tiny be h c'."AW to values shown for 15/32 -Itch sheathing Willi same nailing provided (1) studs are spaced n maximum of 16 Inches or, or (2) If panels are applied Willi Inng dinronalon across studs. ' Coalition of SAIVAllhzetl box calls unless otherwise cubed. ' Galvanized casing or siding nails. Thickness at point .f nidlitut along nn.1 .Ayes Raven s ebony vallies AMERICAN FOREST& PAPER ASSOCIATION SIT+ 5706, U) O 'O m m m m z SNT- 2g/ Table 3B Material Shear Capa ' les fOr Shearwall Assemblies (continued) Sheathing Manorial '1Liekness Nail Wail Construction Nail Syncing (inJ Itarouunaldal " of Material Sim Shear Capacily Patel Edges Inlanledia(c (p1� _ Su 1 Cola Cellulosic r1baboaldI/2 GII )locked 3 Shealllhl I- Ro radar 6 Cellulosic yibailaud 1/2 all 13 lockell Shadhiug-3(nlc(um1 - 3 6 175 25/32 8J Blocked 3 6 175 Wwcu or welled wild In(h 7/8 I I gra. Sums or Unblocked 6 I0 ' find lortland cement plaster 16 11. St des 180 Gypsum lath, plain or 3/8" loot 13 go. Plsstalroanl Unbluckel 5 10 performed slid 1/2" Nails 100 roaster 9 2'x8'91ects 1/2 logo. Screws Unblocked 4 Gypsuut 10 - 7,5 Sheathing Txii'Shcets Unblocks! 7 Baud 1/2 11 H. Sams 10-� I W ,1M1 Blocked 4 10 175 Gypsum Wallboard Unblocked 7 10 1%2 Sd Gallia Nails - _ 4 10 100 125 `'{{ Blocked 7 1(I 125 .'r ,l 10 150 6J Coula Nldia Blacked 4 10 5/8 175 ;t - Dose Ply -6d Cools Two. Illy Blockal Bloc Ply -9" I0 250 {R - Nails euro ply- ad cooly 114"Illy -7'• IU Nails Luwba'Shentbiug 5/8 Sd Qmnuon Nails Stlni hlsilmillin - 2 USo lost 2 for Su) )011 50 ' - Diagonal Sllmoin 2 per Sa mll 2 )Uso Tort 300 11M - AMERICAN WOOD COUNCIL I"'` 4� a 30 This product Is preremble to similar connectors b) higher loads, c) lower installed cost, Ora col The STHD is an embedded strap tie holdown with high load capacity anita staggered nail pattern to help minimize splitting. FEATURES • The strap 'falling pattern allows for Bailing to the edges of double 2x's. • A slot below the omhedreent lino allows for increased front to back - concrete bend and reduced spelling. • Strap nail slots are countersunk to provide a lower nail head profile. • Rini )01st models accommodate up to a 17' clear span without any loss of strap milling. • Ginned edges enhance safe handling. - MATERIAL: LSTI ID8, LSTI IOnRJ— 14 Ile, all others -12 ga. FINISH; Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. • Sae Post Tension hdonuntlon on page 31. • Install before concrete pour with a StrapMale, or other holding device. • Nail strap from the bottom up. Strap may be ben, one full cycle. • Bending [Ile strap 90" to aid wall placement may cause spalling behind the strap. If the spall is i' or less, measured from the embedment line to the bottom of the spall, full loads apply. For spalls between 1• and 4' (see illustration), the allowable load is 0.90 of the table loads. • For two pour installations spalling is measured from the first pour. • Where fewer fasteners are used in the structural wood member, reduce loads according to the code. • Unless otherwise noted, do NOT install where: (a) a horizontal cold joint exists within the eanbedment depth between the slab and foundation wall or fooling beneath, unless provisions are made to transfer the load, or the slab is designed to resist the load imposed by the anchor; or (b) slabs arc poured over concrete block foundation walls. • To gel the full table load, the minimum center -lo -center spacing is twice the embedment rJeplh when resisting tension loads at the same [line.• There is air increase in file amount of deflection 11 The strap is installed on Ilse outside of the shear panel Instead of directly to [be framing. Ask for Form T -PLYWOOD for complete details. • FOUNDATION CORNERS: Nail quantities may be reduced for less than la Corner distance design loads—use the code allowable loads for fasteners in shoar. • To tie double 2x members logothor, filo Designer must telermine the fasteners required to hind members to act as one unit without Splitting file woad. • Additional studs attached to Ilia shearwall studs or post may be required by the Designer for wall sheathing nailing: CODES: Sae page 10 for Cade Lisling Key Chart. Typical STHD Corner Installation oil 3.2z studs (for two pour, see footnote 5.) r ion. S—IM PSBN 6honHle an Typical STHD14RJ plot Joist Application Typical STHD Edge Installation (for two pour, see fonmole 5.) LOCATE ONE 14 nmAe WITIIIN IIATCIE AREAEA B (MAY A FOUND REBARR TION EBAe) Single Pour Heber Installation *Maintain mipimum rebar cover, per ACI -318 concrete coda regalruffl lZ. 4'SLAB MAX. BEUAO Two Pour Reber Installation '11fa7ntain injobe mrebar cover, per ACI -318 concrete code requirements. KST o � STRAP HORIZONTAL PROJECTION 11YIE— HOEDOWN PROJECTION OF EMBEDOOUD OF OF STRAP STR HOEDOWN PORTION OF OF STRAP LOCATE ONE 14 nmAe WITIIIN IIATCIE AREAEA B (MAY A FOUND REBARR TION EBAe) Single Pour Heber Installation *Maintain mipimum rebar cover, per ACI -318 concrete coda regalruffl lZ. 4'SLAB MAX. BEUAO Two Pour Reber Installation '11fa7ntain injobe mrebar cover, per ACI -318 concrete code requirements. KST o � 0 SIMPSON Suriname SPALL REDUCTION SYSTEM FOR STHD AND HPAHD FEATURES • Secures holdown to wood form -board. Allows for proper slde-cover. • Keeps strap vertical. • Prevents filling or twisting of strap during the concrete pour. • Uses one 16d duplex nail. Model No. Standard /Rim Joist J _ BENEFITS :91rap Length ,- (L) • Greally reduces spelling and costly retrofits. WP NkIIs ,..- —24-1- 24 16d sinker 6d • Prevents strap movement parallel mW SPALLING LOAD REDUCTIONI Perpendicular to plate. If strap is bent horizontal 90' during • Decreases possibility of myluslallafion Keyhole Feature I Installation, and than bell[ vertical for of strap to wood member. Patent Ppnding nailing to the stud, concrete spelling • Simple to use: -Common jobsilo nail. could result Load reductions may - - No additional expense. aPPly, see Installation note. When using keyhole feature, care should he taken when removing form o -q YA v 21% boards. If concrete Is not set, life duplex nail will move the single placement. Model No. Standard /Rim Joist J _ Min Stem Wall 6 :91rap Length ,- (L) L .. 8. NkIIs ,..- —24-1- 24 16d sinker 6d 20tlq; °TIt81 :.� _...._it 5918 F 1695 1695 1695 1625 1825 1950 1950 1950 Mdii91 y 21% Rini tJp(sl Model .. 35y- LSTIiDB /.LSTHDBHJ ST_HD8/STH DPR,1 STHD70/.STHOI OBJ STHD141511014RJ 6 6 6 <.; 8 21% 35)0 8 ]0 14 8 2416d sinker 2'I ds—Ink 98_16d. slnRet 24-16d sinker 7167 1 .qtr 5918 .1825 1760 2050 2345 1960 2210 2305 2135 2370 2425 1695 1695 1695 1825 2335 1950 1950 2975 o -q YA v 21% 3�63a "_119H 35y _LSTHD8/LSTHD8RJ STHDB/STliDBRJ 8 0 0 „3114,: 21% 35Y, 36„ 8 10.28-76d 24 16d sinker sinker YBdsinker 7577 i'1'X O; X7.53 _1825 2370 2370 3195' 2370 2370 3195 2370 2370 3195 .. STHD18/STHDIORJ STHDI4/GTHDI41TJ� 2r3Y� I.'HJ' after the model Indicates STHDB for run Joist applications, e.g. STH00R1 2.STHD148J on 8' somwell requires 30-16d stokers, with the (Is) load at 133% of 4960 lbs. 3.10d commons or 12d common nails may be used with no load reduction. 4.Minimpm call slid distance to prevent splitting is 10 x diameter, 1'/s" for i6d sinkers, 10d common and 12d co numn. 5.1 or two pour with 4'slab or less. The STHD 14 load at ''A' end distance 2000 list Is 32351bs. and 4220 lbs. at 14' end distance. The STIIDI0 at the same condition is 2035 INS. for W still distance, and 2750 the. of 10" and distance. 6.Allowable loads have been Increased 33%and 60% for earthquake or wind loading with no further Increase allowed; reduce where other loads govern. 7. Strap may be bent one full cycle. B. Caldulale loads using straight line Interpolation for corner distances between SIN and le. 9.STHD14 and STHD148J installed on HF/SPF In an 8" slenhwall: the Is load Is 5280 lbs. Post Tension Cable Placement In a Garage Fouling DETAIL 1 When installed on a raised curb, use Sterliwall Installation and loads (page 31 and 32) OWN i� InJL 6' e• �,y9 i, rv.•rn. Of Post Tension Placement ajboal Olslance t Allowable node NJ from �astopeh; . Uplift, 3. Anchorage is monostrana-typo anchor sysloni with current IC80 Cable Placement corner Corner Installation Loads net. and to resist bending stresses In the foundation (file to anchor uplift. (133)__ IiPAHD22 °F`��,Min 13-16d 20,. 8 Min __2705 23-16d 4570 124 L&LMD@f s",Mtn _ 24-16d Sinkers 1695 — L-�llfpgj�J Mi g,[AiO elle er -1665 STHDB/ 1/1," Min 24-16d sinkers 2055 121, STHDORJ 122 p_Min__ 24-i6d sinkers 2345 STHD10/ -A" Min _ 28-16d sinkers_ 2055 STHDIORJ 10• Min 20-16d sinkers 3185 R51 -W 6 34T 311 31 I. Minimum concrete strength is 2500 psi. 2. Post-lenslen steel IS minimum'/z' diameter, 7-Wiro, low -relaxation strand In accordance with ASTM A416, 0mdo 270 ksl, with a DETAIL 2 '" guaranteed ullimate strength of 41.3 k. Post Tension 3. Anchorage is monostrana-typo anchor sysloni with current IC80 Cable Placement approval using a ductile Iron casting of at least 2.25m x 4.5' of hearing and reusable pocket formers on all stressing ends. Corner Installation 4. It is (110 designer's responsibility to Provide mintorcement to tie main=cold-joints and to resist bending stresses In the foundation (file to anchor uplift. R51 -W 6 34T 311 31 71 310 rum M., HRS/ST/FHA/PS/IU ® Available with addillonal corrosion i slecllon. Check with lacian, I - el Madel No. LSTA9__ _LSTA72_ Go 68 20 Dimensions --Fasteners .— — �(Tbtal) L _ Nails al _7_/n 9_ 0-10d —_ -1'/4 _12 10-1 Od it „ , _645_ 775 805 970 Allo ati Tenal �� l Lo da Q0101 555 _665_ 6_95 830 ------ 7,62,90,120 _ _LSW5 1'/a__ 1'/n P/ ---- 1!/n 2Yia 4.4.44 15 18 21 --- 24 9%m __ _I2 -10d - 14-10d1130 16-10d - --- ----- _ 1D-tOd_ _12-I6d ... 9784 7160 1235 - ----- _ 1235 1235 1235 1235 i120 1265_ 030 970 1110 1235' 970 _ 7000 1165 -"- 7235 1235 1160 L31A18 LSTA21 - _._-- LSTA24 57292 _ __ _ST2122 2'/in 12's/io _ _ 16-16d_ 1505 1290 1535 3, 39, 88, ST2115_ 1/4 _16s/ie_ _ 8-16d _1535 665 665 665 665 104, 121, 120 _57221= _ 2Ym 161/w 20-16d 1080 1800 7625 1800 _ LSTA30 18 1'/4 1%I_ 31/4 3a/n 1'/a P/4 - t Y4 tY4 __— 1'/4 iY+ 1'/n _ 1'/n 2Yia__7_Gs/�o 30 36 49 73_ 9 12 _ 15 _ 18 -. 21 24 30 96 22-10d_. 24.701!J' ' 32-10dxi 40»tOdxl _0-1_Od 10,10d { ,4 _ 12-t Od _14410d + 76-10d 8-10d 22- 10d _ 26-1 Od 20-i6d _ '7..'-;1++ I i'" �T. - Yt' 1835__2050 2050 2050 _ 1095 2095 18 5 J1640 _ 7,62,90,120 9, 121,120 9, 120 -- ---- LS �A3G .�jtl4tl 04, 3 ,�f0 26G0--' _ _; 11995-- _ _LST149__ LSTI73 _ MSTA9 685 7, 62, 90, 123, 128 ----- 7, 62, 90, 120 TA MS12 - 705 9 D� 980. ' 1j30 - 1270 46_80 -050 .1020 1185- -"-` -1.355' 1525 M5TA15 MSTA18 _ � _MSTA21 1 MSTA24_ MSTA30 4444__. MSTA3G __" 62 S 1565 _ 1870 — 1900 2050 1640 1970_ _STG224_ 2'Ae 2344e __ 28-1 Gd' -. "2540 - - _ 2315 2540 3.39,88, ST9 ST17. 16 1 Y4 1'h _1'/n_ e DGr1 11%1 17 10-1 fid 755 _2540 910 655 785_- 104, 121,128 945 1135 820 985 3, 39, OD, ST16 --" 14-76d _ _7325 1420 ST22 __ __1'/n Be _21e/u_ 18-16d _ 1420 1420 _1150 -1-3-00 1420 121,128 MSTC28 _3_ —3 28'/4 40'/4 36-1 Gd sinkers_ 52-16d sinkers 3000_ 4335_ 3600 _1420 2590 3110 9, 23,12.1,1.2_0_ _MSTC40 4585 3745 4495 - MS1C52 3 52'/4 62-i6d sinkers 4505 _ 4585 _ _4465 4585 _MSTC66_ MSTC70 14 _ 3 3 �_773/< 21/% 1'/n - 651/.70_76d 33'1/e G _.__- sinkers �" 70.1pd alrlke -_ 40-10d G -10d 44.44-4444 525 :5600 800 ; 3465 ; -'5060 60GQ, -3045. 9, 23, 128 3,_39, 011, 121,128 _ __76236 HRSG _ __ G30 455 545— FIR88 4444-._ HHS12 - F'Yc 4.V. 1-% 0 12 4444__--___- _ 10-10d_ _ 14-10d _075 1225"� 1050 _ _ 1465 76_0_ _ 1065 4444 _9_10_ 1275 - 120 F11AG __ - im -_ 1Vi« 1 /ia 9 p -16d .__— - _._ 8 1Gd _ 010 -_—_. 010 975 __._.. 975 705 __-_ 845 --..- 845 LIIA 11 1'/ir -I VA 0I6d_ 810 975 _705 705 845- _ IHA10 '12 l z/m 171/4 0 16d _ 810 975 705 845 I' 24 P/ , 231/e 8-16d 010 975 705_ 845 -FHA30 1 ---------- 30 8-I6d - 810 _ 97� 705 _ pq5 MSTI26 2Via 2G 26-1 Odxl Yz . 2355 — 2630 _- 2045 —"_- 2455 121,120 MSTi36 2'/ir, 1'/io 2 Ym 2-1/1. 36__ 46 _ 60 72_ 3G lOdx1'h .3265 -48-- 1-0-d- 1'fz _ 601Odx 1'/z G 1 IOdx1'/z 46,50 5080 5080- 3915 5000 5080 2830 3 775 4720 3400 4530 5060 _ MSTIM MSTIGO MSf172 5080 5080 5080 3, 39, 121, 126 LLoads include a 33% or 60% load duration increase on [lie fasteners for earthquake. or mond loading, hilt DO N01' Include a 33% stress Increase on the steel capacity. Refer to page 12 for tudber explanation. 2.10dx1'h' nails may be suhsiiluled wle, 16d sinkers are specified at 0.77 of the table loads. 3.10d commons may be slinsllluted whom 10J sinkers are specified at 100% of table loads. Unit sinkers (99,71190 x 3/.) or 10d commmls neY be substituted where 10d commons are specified at 0.05 of Ilio table leads. 5. Us" had of the nails In each nember 11e1119 connecmd iu achieve the listed loads. 6. PS strap design loads must be determined by the building designer for each Installation. falls are Installed both perpondicular and pamlloldu-grain. Holo diameter in the part may he ovelsized to accommodate the NDC. Designer must dmennine it the oversize creates an unacceptable Installation. 7. For overlap spllce delnlls, toter to T-CMSL En DISTP Typical LSTA Installation (hanger ist sbnwn) BEAM eel Typical LSTA Installation (hanger not shown) COtl[S: Soe pa8c 10 for Code Listing Kqy Chart. No. 6a Nlmgnslon_s_ bolls Cole W L 01y Ola Rel. LPS2 7 2 10 4_ '90 M118' M1 % 100 G1/, 20 8 Vz -- _II _t Ps2111 n,el Ps4192s- 1r. PS PS720 �+ay.• rn yPlcai S720 Istallalfon Psr# 53 C, Wt. 32 C4, ZPDO N ro�1 N 135 Floor-fo-Floor Clear Span Table I Madel Clear Fasteners tlW - Allowable T44 his No. Snan (Total ��tAII �(L _ Loeda BPF F) I Neils Bells MSTC48B3 139 (188) MSFC26. 1n 12-1611 sinker 1000 1200_ 065 1035 16 16-16d sinkor 1335 1600 1150 1380 1665 10 26-16d hanker � 835 4605 2335 .2015 --' 2420' MST040 _ 16 36,16d sinker 44-16d sinker- �n dl1, R ., y! 3665 �� _ 2690 3110 MSFC52 18 4400 3170 3800 _ 16 40-16d sinkor 4000 4505 3455 4146 04-1 ad Sinkers 180(1 » d " 0 47_ 80 ' 5660 MSTC66_10 _ 16 68-16d ",W�" 'k1, 3, 39, HST3 and HSTG-4 %z'. -- __ slnker T'.�a. d0,y.�ll „'la—.5075 5660: 10 76-16d slnker 5660 5660 5660 5660 16 76-1611 slnknr 5660 5660 5660 5660 20-i6d a05 ^ 182$ 2198.. MST37 -10 1,G 22-1071 ''2306 I f. `/ iti1 2010 ---- 2410' MST40 --10 _32-1611 33703695 -- 3505 1G _ 34-16d 3560 3695 _2825 3105 3635 MST60 in — 40-16d 11, c : I } 48001, - _ _ AO -1811 ' 4� 0 II I ib' X446630 4000 .4830_ 4830 MST72 8 ,0 ------ 40-16d 4080 46_00 4030 1G _ 48-1611 4830 4030 4600 4030 M31 136 -- 1n _14-1011x11/ 1 r - 170 r 0,; 1100 1320 —_ 16 _ 10.10tlx1_ Iu�tApU, - ��;. 1260 1610 - MST140 I6 2G4Odx1Ye 2355 2030 _ 2045 2455 _ 16 26-10dx11h 2540 _ 3045 2205 2645. fif Is 38-10dXt1/z $4 �x ,eA ;I 2980 3565. _— 10 40-10dxl til 1W bu� 3145 _ 3775 MST172 10-5.0-1011x1'/e A535 5000_ 3935 A720 16 52AUdxIF _4715 5000 4090 4910 Model No. 6a W1211/., Nails Dells Qly DI'a27 2%a30-1611 4 'hAST37 12 _2Yie 42-16d 6 _ '/z 211/m 6 2Yia56-i6d 10 lir10—a._ 1ST72 2n/�e 56-16d 10 lirST2 7 2%. _ 6 _% ST5 _ 5 2111 _ 12 % ST3 _ _3 T 6 �j W. y HST6 3 G 25 %z —he� 12 '/. ..,.c I 1 y The MSTC48B3 and MSTC66B3 are pre -bunt straps designed 10 transfer tension load from to upFINstory Galvanized to a beam on the story below. MATERIAL: 1,4 gauge FINISH: Galvanimd [Modol CODES: Sao page 10 for Codo1isting Key Climl. Isions Fasteners - Allowble Beam Beam'TenslonL6atlsCodeWIdIh�Deplh Eaca �8ollam 'SPoslads7 isl SPF/HF_ Bel: hnlnl I int MS7C483 0Ynr14-110d 10d 3030 3300 —4-10d 38-1011 [METCHBJ3�3:'V� 1111/n 4440 - 3820 i. Using fewer than 38 balls in the Studs/Post will reduce the capacity of the conneclion. To calculate a reduced capacity use 12916. per nail for OFL/SYP or 112 Ib, per nail for HF/SPF. 2. Nails in studs/post shall be Installed symmetrically. Nails may he installed over the entire length of lire ship over Ilm surds/post. 3. The 3' wide la and may be double 2x members. 4. MSTC48133 and MSTC6603 Installed over sheathing up to IW thick achieve 0.65 of table loads. 5. Loads govern by file lower of .125' dollocliou from slatic Data on wood 136 nlitaluns, steel'Mimed, divided by 2., ur Ile calculated flat( values. Nails are riot required In the rim board area. When nailing the sir over OSB/plywol use 10d cornmal 16d sinkers, 1 commons. See note for load reductlon Typical Detail will, CODES: Strap Installed Sna page 10 for Over Sheathing Code Listing Key Chart. - Available with additional Corrosion projection. Check with feejo smc wIX BYeI SIMPSON 0119Tle Floor -to -Fluor Tie Installation showing a Clear Span 3320 connected to achieve file listed loads. -_ 6. for overlap splice details, refer to T -CMS L MIN 20114 `— SMINIMILS rY' 16'UPn10M ENI)OF5LN11 t.l.aads includes 33% or 60% load duration _ Allowable Tebslen Loads _ Increase mV me rasleners for earthquake or (SPF/HF) _ - Cede wind loading, but DMI include a 33% I Neils Bells MSTC48B3 Bel. stress increase un Ilia steel capacity. Refer y no Bim Joist BOTTOM ones to page 12 for further explanalion. 133) (133) lige) 2.1od commons may he substimind where 740 3290 1665 16d sinkers are specified a1 100% of the 835 4605 2335 _2000 2005 3; 39, table loads. 3.164 sinkers (9gaege x 3%7 or 10d cop,.nm13 200 5040 2-8 3410 80, 121, 'nay be sthatituted where 1611 cornmous are 600 "(3510 3480 4175 128 specified at 0.85 01 Ilio table loads. 500 6510 8480 4175 4.Allowable bolt loads are based on parallel -10- grain loading and Ihese miNmmn Inenlber — -- 4030 5 956- _ _ - thicknesses: MST 21/,'; IIST2 and fIST5-4'; 8225 9070 3, 39, HST3 and HSTG-4 %z'. — — 5550- 6660 B6, 121 .5. Use hail of tine nails In each member being 3320 connected to achieve file listed loads. -_ 6. for overlap splice details, refer to T -CMS L MIN 20114 `— SMINIMILS MIN. LENG11121' 16'UPn10M ENI)OF5LN11 - 126 -�lI NONNIalva Fla,'E NNLS ___L BI MSTC48B3 _ za• Installation witb PnE-BENT no Bim Joist BOTTOM ones Mill .2 2x On 4x 1 ty 3e NM rs MIN SIMIXUB ^r1 HNG11121- D11UPFNOM I rNOO1FSmD NO MALS NEO'0 r 61M --_ _ JOIST FAC NAILS eFnM MSTC6683 Installation Witt] Rim Joist ■ I 61, 44'/0' 62'/d for MSTC6633 .� MSTC48B3 NsT#-530 SSG 33 RSTA # 5306 HAVEN HOMES: Laur6 & John FINAN ROOF DIAPHRAGM 15/32" COX OR OSB (24/0 - EXP 1) - PLY CLIPS @ EDGES 8d NAILS @ 6" E.N., 12" F.N. OR 7/16"X2"X16Ga STAPLES @ 4" E.N., 8" F.N. ALLOWABLE SHEAR = 308PLF /231 PLF FLOOR DIAPHRAGM 1/2" PLY TO PLY, CDX OR OSB (24/0 - EXP 1) , T&G EDGES TOP PLY: 7d @ 6" E.N., 12" F.N. BOTTOM PLY: 10d @ 6" E.N., 12" .F.N. OR 7/16"X2"X16Ga STAPLES @ 4" E.N., 8" F.N. ALLOWABLE SHEAR = 372PLF / 280 PLF SHEAR WALL -- S, Y NAILING: 8d NAILS @ 4" E.N.; 12" F.N. OR 6"X2"X16Ga STAPLES @ 2" E.N., 8" F.N. 'P NALING: 5d NAILS @4" E.N., 10" F.N. OR EQUIV, SILL/ MEMBER RECEIVE EDGE NAILING PE II PERFORATED SHEARWALL LOWABLE SHEAR = 615 PLF W/ REDUCTION SHEAR WALL -- Sz Y NAILING: 8d NAILS @ 3" E.N., 12" F.N. OR 16"X2"X16Ga STAPLES @ 2" E.N., 8" F.N. 'P NALING 5d NAILS @ 4" E.N., 10" F.N. OR EQUIV, SILL/ MEMBER RECEIVE EDGE NAILING PE II PERFORATED SHEARWALL LOWABLE SHEAR = 755 PLF W/ REDUCTION FST4-5$D� Slf w/ RSTA d 5306 HAVEN HOMES: Laura & John FINAN GENERAL NOTES: (CONTINUED) 4 ROOF RAFTER TO 2"" FLR'S CEILING JOIST PROVIDE 1/2" DIAM CARRIAGE THRU BOLTS PER RAFTER TO CEILING JOIST 5 2"O FLR'S CEILING JOIST TO DBL TOP PLATFS PROVIDE 1 1/4" X 16" 0.019" STRAP TOP OF EA. CEILING JOIST TO DBL TOP PLATE OVER PLYWOOD ;4) 8d NAILS TOP OF CEILING JOIST, (3) 8d NAILS @ EA. PLATE 'ROVIDE (3) 16d TOE NAILS @ EA. END OF CEILING JOIST TO DBL TOP PLATE 6 PERIMETER ROOF RIM 7 2°" FLR WALL STUD TO FLR RIM 3ROVIDE "SIMPSON" LSTA12 STRAP @ 60" O.C. WALL STUD TO FLR RIM LHE SAME STUD SHALL HAVE A 1 1/4"x16" X0.019" STRAP ON THE OTHER END TO DBL TOP PLATE 8 PERIMETER 2"0 FLR RIM CONNECTION 9 VERTICAL STRAP FROM 2"tl FLR RIM TO 1°f FLR RIM 'ROVIDE SIMPSON " MSTC52" STRAP @ EA. GABLE END POST ,ENTERED @ RIM BAND, POST TO POST, ON SITE 10 RIM BAND CONNECTING 2n0 FLR RIM TO 1" FLR'S CEILING RIM JOIST 11 RIM BAND CONNECTING 1°" FLR RIM TO FOUNDATION SILL PROVIDE 16d 12 PERIMETER 1" FLR RIM CONNECTION 13 1" FLR RIM TO FOUNDATION HOLD DOWN 14 YORIZONTAL STRAP CONNECTING MODULARS @ GABLE END FACE 'ROVIDE "SIMPSON" 6T6224 STRAP @ GABLE END FACE @ ROOF TOP PLATE 3ROVIDE "SIMPSON" ST6224 STRAP @ GABLE END RIM BAND @ EACH FLR DIAP. 15 FOUNDATION ANCHORAGE ANCHOR BOLT LINE 1 LINE 2 LINE A LINE B 1/2"diarh x 18" "I$ OC'; a'16 "O_ 48" O,C `48'" O.C' 5/8" diam x 18" 16" O.C. 16" O.C. << 48" O.C. 48" O.C. 3l4"diam &18" 32 O C. 2" O.0 _ 48,' O,C.. X18"O.C> 7/8" diam x 18" 40" O.C. 40" O.C. 48" O.C. KSVT 538 9.0( NOTE': ROOF, WALL, & FLOOR SHEATHINGS AND NAILING SCHEDULES SHALL BE ACCORDING TO STRUCTURAL SHEAR CALCULATION DESIGNED FOR EACH SPECIFIC JOB NOTE': UPLIFT CONNECTIONS DUE TO WIND FOR ROOF RAFTER SYSTEM PER SPECIFIC JOB p.t53D� 9w 3l FASTENING SCHEDULE FLOOR JOIST TO GIRDER 5 16d NAILS PER END JOIST TO RAIL 5 16d NAILS PER END HEADER TO JOIST 5 16dNAILS PER END 7/16" OSB TO JOIST 7/16"X 1 1/2" STAPLE w/ 6" OC. EDGE, 10" O,C, INTER + GLUE 1/2" PLYWOOD 7/16"X 1 1/2" STAPLE w/6"'OC. EDGE, 10" O,C, INTER +GLUE SIDEWALL, ENDWALL, INTERIOR PARTITION, MATING WALL TOP & SILL PLATE TO STUD 2) 16d NAILS PER END PLATE TO PLATE 16d NAIL @ 16" O.C. HEADER TO WALL STUD 3 16d NAILS PER END DRYWALL TO STUD 1 3/8" NAIL @ 16" O.C. +ADHESIVE 80% DRYWALL TO TOP & SILL PLATE 1 3/8"' NAIL @ 8" O.C. SILL PLATE TO FLOOR 16d NAIL 16" O.C. WALL FINISH 3/8" PLYWOD 7/16"X 1 1/2" STAPLE w/ 4" OC. EDGE, 8" O,C, INTER 1/2" PLYWOOD 7/16"X 1 1/2" STAPLE w/ 4" OC. EDGE, 8" O,C, INTER 7/167 OSB BOARD " 7/16"X 1 1/2' STAPLE W/ 4" OC. EDGE, 8" O,C, INTER 3/4" STYROFOAM 7/16"X 1 1/2" STAPLE @ 8" O,C, ALUMINUM/ VINYL SIDING ALUMINUM NAIL PER MFG. INSTRUCTIONS ALUMINUM / VINYL SIDING OVER 3/4" FOAM ALUMINUM NAIL PER MFG. INSTRUCTIONS 5/8" T-1-11 ALUMINUM NAIL 0.109X 21/4" w/ 6" O.C. EDGE, 12" O.C. INTER WOOD BEVEL SIDING JALUMINUM NAIL 0.109X 2 1/4", 1" ABOVE LAP, 1 PER STUD WOOD V-GROOVE JALUMINUM NAIL 0.109X 21/4", 2 PER EACH, 16" O.C. ROOF FINISH 1/2" PLYWOOD 7/16"X 1<1/2" STAPLE w/ 4" OC. EDGE, 8" O,C, INTER FELT TO PLYWOOD 1"X 1" STAPLE @ 8" O,C, 90# MINERAL SURFACE TO FELT - 1"X 1"STAPLE @ 8" O,C, SHINGLES TO ROOF 3.lmmX10.5mm ROOF RAFTER SYSTEM RAFTER TO RIDGE 4 16d NAILS PER END RAFTER TO CEILING JOIST 1/2" DIAM. THRU BOLT PER END CEILING JOIST TO TOP PLATE 2 '16d NAILS PER END DRYWALL TO CEILING JOIST 11 3/8" NAIL @ 8" O.C. NOTE': ROOF, WALL, & FLOOR SHEATHINGS AND NAILING SCHEDULES SHALL BE ACCORDING TO STRUCTURAL SHEAR CALCULATION DESIGNED FOR EACH SPECIFIC JOB NOTE': UPLIFT CONNECTIONS DUE TO WIND FOR ROOF RAFTER SYSTEM PER SPECIFIC JOB p.t53D� 9w 3l TO MANHOLE ENVIRONMENTAL CIVIL ) STRUCTURAL LOCATION MAP SCALE 1"=400 1 MAP RE�EeENCEs 1.) SITE PLAN PREPARED FOR THOMAS & CARMEN SUEDMEIER; WINTHROP DRIVE; FISHERS ISLAND, NEW YORK; CHANDLER, PLAMER & KING; NORWICH, CT.; DATE; NOVEMBER 16, 1998; SCALE: 1"=20% SHEET 1 OF 1 um 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON, ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN ANT WAY. 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SURVEY TRIANGULATION STATION "PROS" 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, SECTION 009, BLOCK 9, LOT 15. 6.) TOTAL AREA = 0,50t ACRES. 7.) SITE IS LOCATED IN R-40 ZONE. 8.) APPLICANT: LAURIE & CHRIS FINAN PO BOXIR5 FISHERS ISLAND, NY 06390 631-788-7412 9.) SITE: IS TO BE SERVICED BY MUNICIPAL WATER AND MUNICIPAL SEWAGE DISPOSAL SYSTEM. 10,) BASE FOR LEVELS: NGVD 1929 S-9 FORMS REQUIRE® 3`+MOLF:, ryQCRr, UEPAH,Thf—mo , OP f3HALTT1 BT;AVECfiS IFNnFA. f D'a)S2 :".4''P'd1 *'M f3R u,m"TC'igLy F®RA M.4,m..I D I `-iUr.. APPr..O'x'3L F� ,�d NU., 4,; �pyyYry r;xr l� 7i Pk:. d.10Otrl Pf.EYL>;4'PF{ ELd 7, EAb6i)f-MM 0I1 APPROVAL 1 FPFN I FF FIRST FLOOR ELEV ELEVATION SF SQUARE FEET 20 10 0 20 — —22— — EXISTING CONTOURS mommila GRAPHIC SCALE IN FEET �q 9E :I d £Z SOR M O 03 N R Z O w W Y Z Y 3 u o o w x o a m o o v v DATE; 07/27/2005 SCALE; 1 " = 20' SHEET 1 OF 1 I LL y O r 0'� G _ E i z WU o z ��a W S co N OL KJJf 3 0 W of x N g SOR M O 03 N R Z O w W Y Z Y 3 u o o w x o a m o o v v DATE; 07/27/2005 SCALE; 1 " = 20' SHEET 1 OF 1 I MANHOLE JALITY CONTROL CERTIFICATION GROUP REV1 ED 'OJECT MANAGER 7 SURVEY >� iWIRONMENTAL CIVIL STRUCTURAL kRCHiMGTURAL FILE I LOCATION MAP SCALE 1 " bA U COO y b fn g1 U �ee�FeaEycEs 1.) SITE PLAN PREPARED FOR THOMAS & CARMEN SUEDMEIER; WINTHROP DRIVE; U / FISHERS ISLAND, NEW YORK; CHANDLER, FLAMER & KING; NORWICH, CT.; DATE; 5W V �ee�FeaEycEs 1.) SITE PLAN PREPARED FOR THOMAS & CARMEN SUEDMEIER; WINTHROP DRIVE; FISHERS ISLAND, NEW YORK; CHANDLER, FLAMER & KING; NORWICH, CT.; DATE; NOVEMBER 16, 1998; SCALE: 1"=20'; SHEET 1 OF 1 lim 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED Z CLQ HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO Q BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE Z ENGAGEMENT. y C _ L1_ � 6 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS O ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN W Z ITEM IN ANY WAY. 0 Z > O 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S SIGNATURE AND E p O (— AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF K 4. r] Q THE LAND SURVEYOR. OL Z d Of aJ V 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC : y = Z N O SURVEY TRIANGULATION STATION "PROS° 4l J Of 3 N G_ 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 10DO, SECTION � J 009, BLOCK 9, LOT 15. < Q 6.) TOTAL AREA = 0.50± ACRES. D W Z 7.) SITE IS LOCATED IN R-40 ZONE, B.) APPLICANT: LAURA & JOHN FINAN PO BOX 625 FISHERS ISLAND, NY 06390 631-788-7412 9.) SITE IS TO BE SERVICED BY MUNICIPAL WATER AND MUNICIPAL SEWAGE DISPOSAL SYSTEM, 10.) BASE FOR LEVELS: NOVO 1929, it r r / Z o❑ erS.A a Z R �a0 5 A O U _ ✓ Maj 3 � tt N o > z W � � W N v 0 z suFsoLK COUNry nEPARrMeNr c ' Ha A 6ERVICt/ a 3 _LfH I— O APPrrn, l_na=,'-n%e FOR <m 0] � Vo caUefddniYiUHrI '„`.. R<J.1/A L'iillGr.fnao. U o o W u z w w VJGifer J, Fiilurt,�r'.3., Gfai;f�� a w s a w OfflC6 Of VV89(6wat0r IlGnaDnmant a m DATE: 04/08/2006 LEGEND SCALE; 1 " = 20' FF FIRST FLOOR ELEV ELEVATION SF SQUARE FEET 20 10 0 2D SHEET iiiiiii GRAPHIC SCALE IN FEET 1 OF 1 . LABEL LOCATION SEISMIC DESIGN CRITERIA 1 -PFS LABEL PER UNIT PER DWELLING SEE FLOOR IN REFERENCE i0 CLIMATIC AND GEOGRAPHIC PLAN FOR LOCATION. WHERE BEOWDED BY STATE. DESIGN CRITERIA REFER TO CALCULATION 1 -DATA PLATE PER DWELLING LOCATED ON PANEL MANUAL VOLUME V FOR STRUCTURAL MEMBERS BOX DOOR WHERE REOUIRED BY STATE.STATE LABEL TO BE Go FOR SPECIFIC LOCATION ON WALL UIIDEA KITCHEN SINK. ID FOR FASTENING SCHEDULE SEE QUALITY CONI'MOL MANUAL PAGE 50 THOU 52 AND TYPE OF CONSTRUCTION: RESIDENTIAL/ WOOD FRAME CALCULATION MANUAL VOLUME V. CONSTRUCTION IN ACCORDANCE TO SECTION 141 OF 0CNY5 . VIEN HOME AND pCNYS SECTION 101.2. FOUNDED ON EXCELLENCE AND BUILT WITH PRIDE NEW YORK 5 T A T E COVER 5 H E E T CORPORATE ,OFFICE, ADDRESS:. MANUFACTURING PLANT ADDRESS:, MANUFACTURING PLANT, ADDRESS; 554 EAGLE VALLEY ROAD 554 EAGLE'. VALLEY ROAD 306 RUNVILLE ROAD P,O, BOR 178 P.O. BOX 17B BELLEFONTE, PA. 16023 BEECH CHEEK, PA. 16822 BEECH CREEK. PA. 16622 DESIGN BASIC F E LOAD: 45 POP D LOAD: 10 PSI S STORAGE E LOAD: 20 PSF D LOAD: 10 PSF EEPING AREAS._ LIVE LOAD: 40 PSF SLEEPING AREAS LIVE LOAD: 30. PSF DEAD LOAD: 10 PSE WINO LOAD: 120 M.P.H. ZONE EXPOSURE 'C' SNOW LOAD: 45 PSF NOTE: THIS WILL BE APPLIED TO EACH HOUSE IN THE STATE OF NEW YORK SHOWING COMPLIANCE WITH THIS SYSTEMS. NOTE. DISCRETE MGDELS (PLAN HAVING, A SPECIFIC BOOM ARRANGEMENT ANO/OR ARCHITECTURAL STYLE) SHAT BE PREPARED FROM THESE DRAWINGS WlMORTMODIFICATIONS, DA DELETION IN ANY MANNER. DESIGN BUILDING CODES 2002 RESIDENTIAL CODE OF NEW YORK STATE 1999 NATIONAL ELECTRICAL COBE ENERGY CONSERVATION CONSTRUCTION COPE, OF NYS-2002 EDITION GENERAL INFORMATION TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFFESIONAL JUDGEMENT' THESE PLANS I AND SPECIFICATIONS) ARE IN COMPLIANCE WITH ENERGY CONSERVATION CONSTRUCTION, CODE OF NEW YORK STATE 2002 EDITION. COMPLIANCE IS DETERMINED BY USE OF MEC -CHECK, COMPUTER SOFTWARE DEVELOPED BY DOE, AND CONFORMANCE TO GENERAL PROVISIONS OF CHVTOTb SECTION 502, 503, 504 AND 505. INDIVIDUAL (DISCRETE) MODELS PLANS DERIVED FROM THIS SYSTEM AND SU94ITTED TO LOCAL ENFORCEMENT OFFICIAL IN CONNECTION WITH BUILDING PERMIT APPLICATION SHALL BE ACCOMPANIED BY A MEC -CHECK REPORT (INCLUDING THE IN- SPECTION CHECKLIST) 'THE PLANS AND SPECIFICATIONS OF THE PERMIT SET AAE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THIS APPROVAL ON FILE WITH THE DIVISION HAVEN HOMES, INC. RESPONSIBILITY AND THIS CONDITIONAL APPROVAL LETTER.' WITHOUT CERTIFICATE ONL ITIIT�� FACTORY BUI11��LT PORTION vvu a GG AMPLY WITH r� - FLOnn rAA T PZE OF NFW M REFERENCE EFERENCE DQNVI,UVG 0S® E N SHEET# DRAWING NAME � Nm0A, 0>,1252 °Fes CERTIFICATION OF oHn NAILING & CONNECTIONS A COVER SHEET & GENERAL NOTES EC —8 2005 A-1 SPACE PESEAVEO FOR TIE NEW YORK STATE STAMP OF APPROVAL FIRST FLOOR PLAN EE WIT ALL CONSTRUCTION SHALL A-2 MEE1T THE REQUIREMENTS OF THE SECOND FLOOR PLAN CODES OF NEW YORK STATE. HAS BEEN APPROVED, A-3 APPROVED AS NOTED FOUNDATION & WATER LINES NEED A-4 TESTING BEFORE COVERING�� ELEVATIONS NOTIFY BUILDING DEPARTMENT AT A-5 765-1802 8AIA TO 4 P FOR THE ELEVATIONS FOLLC "'NG INSPECTIONS: E-1 PLUMBER CERTIFICATIOA FIRST FLOOR ELECTRICAL PLAN ON LEAD CONTENT BEFO 2. ROUGH . FRAMING 8 PLUMBING E-2 3. INSULATION SECOND FLOOR ELECTRICAL PLAN 4. FINAL - CONSTRUCTION MUST SOLDER USED IN WATER T-1 SUPPLY SVSTEMCANNO TYPICAL BUILDING SECTION) EXCEED 2110 OF1%LEAD REQUIREMENTS OF CODES NEW P-1 YORK STATE. NOT RESPONSIBLE FOR RESP LE TYPICAL BATHROOM LAYOUTS/PLUMBING DETAILS DESIGN OR CONSTRUCTION. S-1 GARAGE CROSS SECTION I OF THE TOWN CODE. S-2 SECTIONS OCCUPANCY OR AND, SHOALP BE_UBEP EMCLIIB,IYEL:Y BY HAVEN HOMES, INC. YC�ROSS A V 0 r i00�. L- T 6 c,9 !i HAVEN HOMES, INC. RESPONSIBILITY AND THIS CONDITIONAL APPROVAL LETTER.' WITHOUT CERTIFICATE ONL ITIIT�� FACTORY BUI11��LT PORTION vvu a GG AMPLY WITH r� - FLOnn rAA T PZE OF NFW M y bPH lq` L 9v0 vF IN � Nm0A, 0>,1252 °Fes CERTIFICATION OF oHn NAILING & CONNECTIONS REQUIRED. EC —8 2005 m SPACE PESEAVEO FOR TIE NEW YORK STATE STAMP OF APPROVAL EE WIT ALL CONSTRUCTION SHALL FDRAMING UNT SURVEY MEE1T THE REQUIREMENTS OF THE OF FOUNDATION LOCATION CODES OF NEW YORK STATE. HAS BEEN APPROVED, PLUMBING APPROVED AS NOTED ALL PLUMBING WASTE & WATER LINES NEED DATE:!I0 B.P.1t_?171ftA TESTING BEFORE COVERING�� `` � "" FEE: /(4',4-. BY:._G.(y�_ NOTIFY BUILDING DEPARTMENT AT U 765-1802 8AIA TO 4 P FOR THE FOLLC "'NG INSPECTIONS: 1. FOL' .DATION - TWO REQUIRED PLUMBER CERTIFICATIOA FOR POURED CONCRETE ON LEAD CONTENT BEFO 2. ROUGH . FRAMING 8 PLUMBING 3. INSULATION CERTIFICATE OFOCCUPANCY 4. FINAL - CONSTRUCTION MUST SOLDER USED IN WATER BE COMPLETE FOR C.O. SUPPLY SVSTEMCANNO ALL CONSTRUCTION SHALL MEET THE EXCEED 2110 OF1%LEAD REQUIREMENTS OF CODES NEW YORK STATE. NOT RESPONSIBLE FOR RESP LE DESIGN OR CONSTRUCTION. RETAIN STORMTEP RUnlO FUNDERVVRITERSCERTIFICATE PURSUANT TO SECTION 45-1 UC I OF THE TOWN CODE. REQUIRED THIS DRAWING 10 THE PROPERTY OF. OCCUPANCY OR AND, SHOALP BE_UBEP EMCLIIB,IYEL:Y BY HAVEN HOMES, INC. USE IS UNLAWFUL HAVEN HOMES, INC. RESPONSIBILITY AND THIS CONDITIONAL APPROVAL LETTER.' WITHOUT CERTIFICATE ONL ITIIT�� FACTORY BUI11��LT PORTION vvu a GG AMPLY WITH r� - FLOnn rAA T IN � n N } m � N U RIM 5IW50N FACE 0 HOT FART FL001 INSTALLED BY 0' 4 SINTIAN SITE FUTURE PECK- 9'-13/4' ECK•9'-13/4' TV SLIDER E IN COVER PLA1ESAME (TYP) 1T-3' GREAT ROOM NIGH WALL PINE BOARD CAP :AM SUPPORT STUDS fZl I I/', X 5'0' 12'-2 THERE MUST BE AT LEA51 3 STUDS RUNNING BETWEEN THE HEADER AND TOP PLATE. WINE STUD LOCATED AT THE CENTERLINE OF FIP 4'-41/2' 6'-6' 5' 1,_U• I FUTURE PORCH -- F I R 5 T ORCH•PIR5T P L 0 0 R SCALE` 1/4' = 1'0' WORK TO BE PERFORMED BY L.V.N., THE OWNER OR THE 6ENERAL CONTRACTOR AS NOTED ON THE CONSTRUCTION A6REEMENT. W35122441' III 004 12' -Il' SEE DETAIL X - BIBST 83 TOWEL • SIM57N SUM 14RJ FOLD Dag STRAP 0 EACH CABLE END F051 FROM 151 FLOOR KIM 10 RNAPAPON SUPWIED AND 511E INSTALLED BY OTHERS IRAN WIN HOES 2/B CONNECTICUT VALLEY HOMES OF EA5T LYME, INC. PHONE' 860-151.6g15 800-466-6284 FAX660-13q-6141 15REbii'i IN PVA LnOt1 6�� „ 2/4 POCKET DOOR THIS KITCHEN AS STATE LABEL H (TYR) 2' STAfNID III DE51LiIE0 DATA PLATE �`;I^ XA91A 5'-1318' 624 603 3B 02441 ti h h RL 1— 'mo m.w3 FUTURE GARAGE• 6'-0' BAR HEIGHT OF GARAGE STAB 5 D, 6 314' DRAWN AT 24' BELOW FIN15HEP KITCHEN FLOOR OF HOUSE, IF 51.0 15 �p MORE THAN 24' THE NUMBER �30' HIGH WALL 2/0 FIFE i 1i OF STEPS REQUIRED AT DOOR WI PINE BOARD CAP Nin RATED IRUI TO HOUSE WILL BE INCREASED BEAM SUPPORT O 4 5NDy 2 O NICHHAY WI I VINYL IONNHD s'B" EUPncAL NICHIAY OWNER'S CONTRACTOR TO ENSURE _ VINYL LIE _ T7 GARAGE WALLS MEET OR EXCEED ---- WALL BRACING DESIGN REQUIREMENTS 2'-4 112' DN 4'-7 DIV TILE GARP _` - - -- 2 _ ,D� 6'-10' 2/6 LEDGER STRIP UNDER BRODR. • 51MP50N 516224 STRAP 0 GABLE ENO BACK EDGE OF 5 WHITE 2 UPPER FACE 0 ROOF PLATE 6 GABLE END BAND 0 MELAMINE SHELVES 14'-2 716' SHELVES _EA FLOOR DIAP. %FNIED AND SITE F-1 INSTALLED BY OTHERS THAN HAVEN HOMES 15'-P FRAMING TO FRAMING - IB' -5' FRAMING TO FRAMING 4 . SIR SLM SKID LINO HOD xZ. PFS LABEL OMSTRAP IO FACN SABLE II = _ ENO PO51 iR101415F Flom — wl RIM 10 FOUNDATION SUrrIIED g FOYER .`? y\�'° AND SITE IN51ALLEP DY NFO o F� OTHERS TION EVEN "MES B OINI 6 ROOM 4 6314' II I I I e m oI_ 9'0' N 0'0' OVEPoENI GARAGE DOOR 9'0' N VW OVERHEAD. GRAN o e TI15 N PLAN REFRIGERATOR CABINET DETAIL NOT TO 50ALE 12'-0 e MODEL 6ENTER; 128 B 0 5 T 0 N P 0 5 T ROAD EAST LYME, CT. 06553 INTERIOR, HEAD Off BEHIND DRYER LONE SIUR WILL EE ELIMINATED) INSULATE SPACE IF ON AN ERIEKIOR WALL DEYER VENT DETAIL X NBC SAND 10 SCALE (HOUSE 15'-6' SIIPSON SHB 14RJ HOLD g' �.r,.. . "qR 9 \ - —'E- ONA6TRAPOEACH 61FLf GENERAL NOTES` ENV TOsi Pea IST FL00R * l,'1`,� *� NOTE FOR HAVEN` 2 RIR T6 FOUNDATION 5UP41ED lE HAVEN HOME5, INC. RESERVES THE R16HT TO MOVE ALL DOOR CHIME5 TO 51 AND SITE INSTALLED VY OTHERS TMH HAVEN HOMES• G II '� TAIL ELECTRICAL CTRICAL RECEP ThC LES AND 6WIiLNlS IN BE LOCATED ABOVE FRONT N� 6// INE MAY OF FRAMING 1 PLUMBING. HAVEN SUPPLIES DOOR, EXCEPT WHEN INERT s�D D/a H5z �,q TWO ELECTRICAL WIRES TO TOE BASEMENT, THE ONE IS NOT ONE, LOCAfE DOOR p 9 HANGING DOWN NDDIRECTLYBMI16 BELOW THE STAIRWAY SMIRCH 6NIMES ABOVE DOOR THAT II H 10 IS FOR A SECOND SWITCH FOR A 5TAIRMAY LI6NT Is CONSIDERED MAIN EC —8 2005 THE SECOND SMIRCH 15 FOR A DON'T SMOKE D11E6TOR ENTRANCE. "TO THE BEST OF MY KNIOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT° I. SERIAL WONDER 1 2. LAURA I JOHN FINAN THESE PLANS (AND SPEG;IFICATIONS) ARE IN COMPLIANCE WITH ENERGY WINTHROP DRIVE, FISHERS ISLAND, NY T CONSERVATION CON5TKUC;TION CODE OF NEW YORK STATE, 2002 EDITION. 9, CONNECT16UT VALLEY HONES, 128 BOSTON POST ROAD, EAST LYME, CT. 06999 4. HAVEN HONES, INC„BEECH CREEK, PA. 16022 COMPLIANCE 15 DETERMIINED BY THE 05E OF MECcheck, COMPUTER SOFTWARE 5 RAILING NE16HT 54' MINIMUM, HEAD -ROOM CLEARANCE 6'e' MINIMUM DEVELOPED BY DOE, ANDA CONFORMANCE TO GENERAL PROVISIONS OF 6. BATHROOM FAN/LIGHT COMDIRATHOMS / RAN61 HOODS TO BE VENTED TO EXT. SLOPED WALL INVIROO "=„ CHAPTEK 5, SECTIONS Ef02, 508, 504 AND 505. T WE RD TREND JUST R4510 =11 ATTENTION ALL BUILDING INSPECTORS/OFFICIALS` ABOVE TRMV NOsluS '=—i INDIVIDUAL.(d l crebe) IMODEL PLANS DERIVED FROM THE SYSTEM AND WL ROSS Siff RAH ABOVE = SUBMITTED TO LOCAL COIDE ENFORCEMENT OFFICIAL IN CONNECTION THIS PACKA6E OF DRAIMIIN65 WAS PREPARED FOR THE STAIR DETAIL WITH BUILDING PERMIT ,APPLICATION SHALL BE ACCOMPANIED BY A SOLE PURPOSE OF CONSTRUCTING A MODULAR HOME NOT DRAWN TO SCALE MECcheck REPORT (INCLIUDING THE INSPECTION CHECKLIST) DE516NED/BUILT BY C.V.H. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE EITHER WRITTEN OR IMPLIED PROJECT SPECIFIC INFORMATION FISHER ISLAND, NY - 120 MPH WIND ZONE W/ 3' GUSTS EXPG9UHE 'C' MEAN HOOF HEIGHT - 21'-8 3/8' (MOOULAH UNIT HEIGHT) DESIGN PRE55URE INFORMATION ZONE 4: 28.1x1.314 = 36.92 OP required FOR 10 Sq. ft. ZONE 5: 34.7x1.314 = 45.60 OR required WINDOW WINDOWS USED SHALL PROVIDE A MINIMUM OF 36.92 OR HATING IN ZONE 4 G A MINIMUM OF 45.60 OR HATING IN ZONE 5 NOTE: VIM BORE RBRIS PROTECTION IS NE OV IBD0 MILITY R HE DO RI ERS. FDA X110 BODE 0EBA15 PROTECTION. MAHIND BO IN C. ISMIT mCTION. HAVEN HOMES ING . , ROUTE 15 0 BEECH GREEK FA 16822 I KITCHEN 0' OFFIT REMARKS REV5Ed 10/0110 PRE -STAMP SETS - JFW 10/19/0 STAMPED SETS - RMN 12" TALL WALL INC o CABINET LL PERMIT SETS JGB 12/2/0 ENGINEER NOTES DRAWN 51' APPLICAOLE 501.9146 GOB: 2002 RESIDENTIAL BUILOINOG CODE OF NEW YORK STATE 1999 NATIONAL ELECTRICAL CODE ENERGY CONSERVATION CODE OF HYS-2002 EDITION NOTE' im a r r THE MAXIMUM RECOMMENDED a m REFRIGERATOR HEIGHT TO BE -O� w rc i PURCHASED 15 TI", THE WIDTH raa ADdrnxAL IuraRMAlmw JEFF MLCALL/60rrL Valaq Homos IS THE SAME AS THE CABINET ORAWNfJ A 11+EDwcnON ABOVE OPENING. IF MORE Ee16. HEIGHT OR WIDTH 15 REQUIRED FOR REFRIGERATOR CHOSEN, NOTIFY YOUR SALES REPRESEN- TATIVE PRIOR TO THE RELEASE OF THE HOME FOR PRODUCTION REFRIGERATOR CABINET DETAIL NOT TO 50ALE 12'-0 e MODEL 6ENTER; 128 B 0 5 T 0 N P 0 5 T ROAD EAST LYME, CT. 06553 INTERIOR, HEAD Off BEHIND DRYER LONE SIUR WILL EE ELIMINATED) INSULATE SPACE IF ON AN ERIEKIOR WALL DEYER VENT DETAIL X NBC SAND 10 SCALE (HOUSE 15'-6' SIIPSON SHB 14RJ HOLD g' �.r,.. . "qR 9 \ - —'E- ONA6TRAPOEACH 61FLf GENERAL NOTES` ENV TOsi Pea IST FL00R * l,'1`,� *� NOTE FOR HAVEN` 2 RIR T6 FOUNDATION 5UP41ED lE HAVEN HOME5, INC. RESERVES THE R16HT TO MOVE ALL DOOR CHIME5 TO 51 AND SITE INSTALLED VY OTHERS TMH HAVEN HOMES• G II '� TAIL ELECTRICAL CTRICAL RECEP ThC LES AND 6WIiLNlS IN BE LOCATED ABOVE FRONT N� 6// INE MAY OF FRAMING 1 PLUMBING. HAVEN SUPPLIES DOOR, EXCEPT WHEN INERT s�D D/a H5z �,q TWO ELECTRICAL WIRES TO TOE BASEMENT, THE ONE IS NOT ONE, LOCAfE DOOR p 9 HANGING DOWN NDDIRECTLYBMI16 BELOW THE STAIRWAY SMIRCH 6NIMES ABOVE DOOR THAT II H 10 IS FOR A SECOND SWITCH FOR A 5TAIRMAY LI6NT Is CONSIDERED MAIN EC —8 2005 THE SECOND SMIRCH 15 FOR A DON'T SMOKE D11E6TOR ENTRANCE. "TO THE BEST OF MY KNIOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT° I. SERIAL WONDER 1 2. LAURA I JOHN FINAN THESE PLANS (AND SPEG;IFICATIONS) ARE IN COMPLIANCE WITH ENERGY WINTHROP DRIVE, FISHERS ISLAND, NY T CONSERVATION CON5TKUC;TION CODE OF NEW YORK STATE, 2002 EDITION. 9, CONNECT16UT VALLEY HONES, 128 BOSTON POST ROAD, EAST LYME, CT. 06999 4. HAVEN HONES, INC„BEECH CREEK, PA. 16022 COMPLIANCE 15 DETERMIINED BY THE 05E OF MECcheck, COMPUTER SOFTWARE 5 RAILING NE16HT 54' MINIMUM, HEAD -ROOM CLEARANCE 6'e' MINIMUM DEVELOPED BY DOE, ANDA CONFORMANCE TO GENERAL PROVISIONS OF 6. BATHROOM FAN/LIGHT COMDIRATHOMS / RAN61 HOODS TO BE VENTED TO EXT. SLOPED WALL INVIROO "=„ CHAPTEK 5, SECTIONS Ef02, 508, 504 AND 505. T WE RD TREND JUST R4510 =11 ATTENTION ALL BUILDING INSPECTORS/OFFICIALS` ABOVE TRMV NOsluS '=—i INDIVIDUAL.(d l crebe) IMODEL PLANS DERIVED FROM THE SYSTEM AND WL ROSS Siff RAH ABOVE = SUBMITTED TO LOCAL COIDE ENFORCEMENT OFFICIAL IN CONNECTION THIS PACKA6E OF DRAIMIIN65 WAS PREPARED FOR THE STAIR DETAIL WITH BUILDING PERMIT ,APPLICATION SHALL BE ACCOMPANIED BY A SOLE PURPOSE OF CONSTRUCTING A MODULAR HOME NOT DRAWN TO SCALE MECcheck REPORT (INCLIUDING THE INSPECTION CHECKLIST) DE516NED/BUILT BY C.V.H. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE EITHER WRITTEN OR IMPLIED PROJECT SPECIFIC INFORMATION FISHER ISLAND, NY - 120 MPH WIND ZONE W/ 3' GUSTS EXPG9UHE 'C' MEAN HOOF HEIGHT - 21'-8 3/8' (MOOULAH UNIT HEIGHT) DESIGN PRE55URE INFORMATION ZONE 4: 28.1x1.314 = 36.92 OP required FOR 10 Sq. ft. ZONE 5: 34.7x1.314 = 45.60 OR required WINDOW WINDOWS USED SHALL PROVIDE A MINIMUM OF 36.92 OR HATING IN ZONE 4 G A MINIMUM OF 45.60 OR HATING IN ZONE 5 NOTE: VIM BORE RBRIS PROTECTION IS NE OV IBD0 MILITY R HE DO RI ERS. FDA X110 BODE 0EBA15 PROTECTION. MAHIND BO IN C. ISMIT mCTION. HAVEN HOMES ING . , ROUTE 15 0 BEECH GREEK FA 16822 I DATE 00/ 1-512 005 REMARKS REV5Ed 10/0110 PRE -STAMP SETS - JFW 10/19/0 STAMPED SETS - RMN SCALE AS NOTED PIR5T PLOOR PLAN JCe 11111DE PERMIT SETS JGB 12/2/0 ENGINEER NOTES DRAWN 51' APPLICAOLE 501.9146 GOB: 2002 RESIDENTIAL BUILOINOG CODE OF NEW YORK STATE 1999 NATIONAL ELECTRICAL CODE ENERGY CONSERVATION CODE OF HYS-2002 EDITION 216x44 GAPE GOD (4 -box) f1DMe av+lNea• LAURA 4 JOHN FINAN raa ADdrnxAL IuraRMAlmw JEFF MLCALL/60rrL Valaq Homos ORAWNfJ A 11+EDwcnON STAMPED sere 0119105 Ee16. SIMPSON NSTC52 STRAP O POST BETWEEN FLOORS SUPPLIED AND SITE INSTALLED BY OTHERS . SIMPSON 5(6224 STRAP 0 GABLE ENI FACE 0 ROOF PLATE A GABLE BOB BAN 0 EACH FLOOR PIP. SUPPLIED AND 51(1 INSTALLED BY OTHERS THAN HAVEN HOIEI 'P SIMPSON 14STCB2 STRAP @ POST BETWEEN FLOORS SUPPLIED AND SITE INSTALLED BY DINERS 6,-6' BEDROOM #3 15'-3' Y-11/2' 4'-6' 44'-0' DETAIL TB U� FLOOR WALK-IN BEDROOM #4 PLAN IOEL SCALE` 114' ATTIC ALLI:SS NOTE 24' M 35' j 20 MARRIAGE WALL ----- WAN LNIlrA16 m TOR DANS E WALL 0 MARRIAGo mnDUNE IF IIIII ©©22//fiB IIIIII � LINEN,6 IIIIIIIIIII III 2/O w III = y III m III Fill o "III _FLAT_ I I =III' fl I I I -III w =III 'I I I I 'III m x111 ;III 'I I 3'2' NIGH WALLIII 3'2' NI6wH WAIL 6'-0. `III -' — BEAM SUP- I - 5E I H PORT 3 STUDS II I 3 0 m 12 OH263 00 WI 3 1 112' A II 114' Y-11/2' 4'-6' 44'-0' DETAIL TB 216 a� 216 BEAM SUP- 1-112' M IB' MICRO -42;1 NIGH WAIL © B E D R O O M # 1 PORT 3 STUDS LAM BEAM EACH HALF wIPINE 00ARD CAP _ _ 1-112' N 16, MICRO- -.'BEAM SUP- TO UP 2X3 WALL `-I III III 5'-4516' (PORT 35TU)y` oNl IIIA `.., i0 HEADER 20 WALL V \ slll IIIA M BEASUP-III PORT 3 5TUD5 1p r� III III W 214 �\�III Illm B'O'CE11.0'mill Ilim J � II I I ANGLED CEILING � � III III s r - II jll'� II��III IN IM II =6 II I—BEE RETAIL TA III IN i� II =- III 6 112' 3'-3' 6 112' III I4' -I' IN = II =� I 3'2' HIGH WALL 3 I N III �II N — IJ IN IN Z9 `III III` IINC I - I IN III I Iw II 7 -0 112'3 1 IN BEAU SUP- IN I .O, 9 112' ;; o i III PORT 3 5TUD5 II BH283100 6'B' HEADER BRIGHT III IN I BEAM SUP- W11311 In. R 11 114' ' PORT 3 5TUD5 MIO HEADER CAW246 B' IIEADER REICNT WI(3)1 112' R 11 114' MI6 HEADER SECOND U� FLOOR WALK-IN BEDROOM #4 PLAN IOEL SCALE` 114' = 1101 NOTE AUHOW ON PLAN INDICATES Z. UNDERLINE OF WAN LNIlrA16 m TOR DANS mnDUNE IF IOEL m LINEN,6 2/O WIRE S HELVES 216 a� 216 BEAM SUP- 1-112' M IB' MICRO -42;1 NIGH WAIL © B E D R O O M # 1 PORT 3 STUDS LAM BEAM EACH HALF wIPINE 00ARD CAP _ _ 1-112' N 16, MICRO- -.'BEAM SUP- TO UP 2X3 WALL `-I III III 5'-4516' (PORT 35TU)y` oNl IIIA `.., i0 HEADER 20 WALL V \ slll IIIA M BEASUP-III PORT 3 5TUD5 1p r� III III W 214 �\�III Illm B'O'CE11.0'mill Ilim J � II I I ANGLED CEILING � � III III s r - II jll'� II��III IN IM II =6 II I—BEE RETAIL TA III IN i� II =- III 6 112' 3'-3' 6 112' III I4' -I' IN = II =� I 3'2' HIGH WALL 3 I N III �II N — IJ IN IN Z9 `III III` IINC I - I IN III I Iw II 7 -0 112'3 1 IN BEAU SUP- IN I .O, 9 112' ;; o i III PORT 3 5TUD5 II BH283100 6'B' HEADER BRIGHT III IN I BEAM SUP- W11311 In. R 11 114' ' PORT 3 5TUD5 MIO HEADER CAW246 B' IIEADER REICNT WI(3)1 112' R 11 114' MI6 HEADER SECOND FLOOR PLAN IOEL SCALE` 114' = 1101 NOTE AUHOW ON PLAN INDICATES Z. UNDERLINE OF VANITY DETAIL I (NOT TO SCALE) p 4'-0' STRIP LIGHT C-0' MIRROR LL uu KNEE SPACE Cva FUI VARIES SEE PLAN VANITY DETAIL 2 (NOT TO SCALE) SIMPSON NSTCS2 STRAP @ POST BURDEN FLOORS SUPPLIED AND SITE INSTALLED BY OTHERS . "TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT" THESE PLANS (AND SPECIFICATIONS) ARE IN COMPL11ANCE WITH ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, 2002 EDITION. COMPLIANCE 15 DETERMINED BY THE USE OF MECchee:k, COMPUTER SOFTWARE DEVELOPED BY DOE, AND CONFORMANCE TO GENERAL P'ROVISIONS OF CHAPTER 5, SECTIONS 502, 503, 504 AND 506, INDIVIDUAL,(dlcrete) MODEL PLANS DERIVED FROM THE SYSTEM AND SUBMITTED TO LOCAL CODE ENFORCEMENT OFFICIAL IN CONNECTION WITH BUILDING PERMIT APPLICATION SHALL BE ACCOMPANIED BY A MECcheck REPORT (INCLUDING THE INSPECTION CHECKLIST) LAI O QUIT END A GABLE END OAHU SUPPLIED AND 51TE 5 THAN HAVEN HOME5 an�e�rt vvw�� .• sw (2) 15/32" COX OR OSB (EXP 1) OVER FRAMING PLY NAILING: Bd NAILS @ 3" E.N., 12" F N. OR O 7/16"%2"%1fiGa STAPLES @ 2" E.N., S" F.N. �2 GYP NALING: 5d NAILS @ 4" E N., 10" F.N OR EQUIV. 2X SILU MEMBER RECEIVE EDGE NAILING TYPE II PERFORATED SHEARWALL ALLOWABLE SHEAR = 1260 PLF W/ REDUCTION — 3 SHEAR WALL ••SI, 15/32" COX OR OSB (EXP 1) OVER FRAME W/ 112" GYP INTERIOR PLV NAILING S NAILS @ 4" E.N., 12" F.N. OR O 7/NX16Ga STAPLES @ 2" E.N., S" F N. �y GYPYP NALING Ed NAILS @ 4" E.N., 10" F.N. OR EQUIV. 1 2X SILU MEMBER RECEIVE EDGE NAILING TYPE II PERFORATED SHEARWALL ALLOWABLE SHEAR =615 PLF W/ REDUCTION DORMER AT BEDROOM 2 AND BATH I - 8 2005 Iowa BRAS IOEL NOTE AUHOW ON PLAN INDICATES Z. UNDERLINE OF WAN LNIlrA16 m TOR DANS mnDUNE IF IOEL m -- - F'— — — — — — — — — — — — — — — — — ----------------------- F — — — — — — — — — — — — — — — — — — I I I ED6 OF 12'0' A 25'0' 12' DIA. CONCRETE 24' DIA. X 12' THE 1 DEG ABOVE DECK PIER (Tyr.) CONCRETE PIER FTG 1YP.) I f PFIE IL ------ CSI ERNEN --�� — AND DOOR -----------------------------------------I--- —------------------- T'--------------- I BASEMENT PLAN ALL DE516N NOTES AND DETAIL5 ARE 5U66E5TIVE ONLY, 5TATE AND LOCAL CODES HAVE JURI5016TION ON DETERMINING I MINIMUM REQUIREMENT5. IT 15 THE I OWNER'S RESPONSIBILITY TO I PROVIDE A SQUARE FOUNDATION I AND LEVEL SILL. TOP OF SILL I TO BE WITHIN IIB' OF LEVEL I I I I �4"6011CRETE SLAB OVER I � CRUSHED STONE OR 6RAVEL� -0' NOTE FOR HAVEN 5ET GREW DO NOT U56 THE PLATES THAT COME WITH THE LALLY COLUMNS, USE THE PLATES PROVIDED BY G.V.H. WHEN HOU5E 15 DELIVERED. L J J L Ikk 1 4' DIA. METAL LALLY COLUMN (TYP.) 1---------'h------------- ------------------------------------ EDGE OF 6'0` x 21'6' 12' DIA. CONCRETE 24' DIA. X 12' INK DREN AB6'0 DECK PIER (tYP.I CONCRETE PIER FTG (TYP.) 6'-4 314' �r----112-" 6'-i 112• -- 7-O' 7'-0' 94 T'-0 114' {}� L L J J PRELIMINARY FOUNDATION PLAN SCALE: I/4' E 1'0 I I I I 10' THICK x 30' x 30' CONCRETE 4COLUMN DO HOT USE FOR CONSTRUCTION I I FOOTING (TYP.) r---' I I I I I i ---J 4 I I I I I 1 L---'10' INK. X 20' 1 WALL 1001I16 (' L --' I 10' INK. 4ON6RE 2 -O' FOUNDATION MAL I I I I L I �4"6011CRETE SLAB OVER I � CRUSHED STONE OR 6RAVEL� -0' NOTE FOR HAVEN 5ET GREW DO NOT U56 THE PLATES THAT COME WITH THE LALLY COLUMNS, USE THE PLATES PROVIDED BY G.V.H. WHEN HOU5E 15 DELIVERED. L J J L Ikk 1 4' DIA. METAL LALLY COLUMN (TYP.) 1---------'h------------- ------------------------------------ EDGE OF 6'0` x 21'6' 12' DIA. CONCRETE 24' DIA. X 12' INK DREN AB6'0 DECK PIER (tYP.I CONCRETE PIER FTG (TYP.) 6'-4 314' �r----112-" 6'-i 112• -- 7-O' 7'-0' }}� T'-0 114' {}� 15'-B 314' PRELIMINARY FOUNDATION PLAN SCALE: I/4' E 1'0 DO HOT USE FOR CONSTRUCTION I I I I I I I I I I I I I I D� 1 I I I I I I J 2 I --T— I -------- ------- ----------- ------21D DOOR LOG. I 1 I B' THK. CONCRETE FROST WALL (TYF.) 1 � 4'CONCRESLAB OVER CSTONE STORE OR 6RAVEL� III I 9'0. 6ARh6E DOOR R'0' GARAGE DOOR R.O. 4'5" IN CONCRETE R.O. M'S' IN CONCRETE j -------------------------------- ------------------ ------------------------------- NOTE. All DESIGN NOTES AND DETAILS ARE SUGGESTIVE ONLY. STATE AND/OR LOCAL CODES HAVE JURISDICTION IN DETERMINING MINIMUM SUPPORT REOUIREIENTS. FOUNDATION NOTES: E. 1u WMI.TV I ANC NATFAI.. DEUX THE LNTCN W TIE FLOOR JOISTS AM THE ROMM6muTY W THE EUIL DEALER AA. ' IN Me MM IX AEEMMARES RIM MAIN AID/. WEAN xOATIOX RlN AW MTARH AM SILLEST[VE OILY S. E. EPAEE FOIMATIdS MONTHS I.- M M' HIM. A[EE4 OAMIM. 9 1IW ON WILOFN/IE. FEAROMEN TO MON. I/IM F,HM AME FMN IM-l"TIM IF U. FLIXAI HAEE AHFA. VETIIATIM CIENINL MOLL WE WITHIN 3FT OF EA MISSION PFA RCM! SEC. NM L PF WIN MIL ATTACHED TO RILL PLATE WITH AOJ MILE 2'- a' O.C. N. IIAYI]I N. IXC. WILL NOT AENIE ANY RESR I.M.TY IF .,LOEIME. MPFFAS SAM" EFAM K .. SPAIHM EPAEINO WMTENNO .... MMEE. S. LUEATIEN HF XA1FA MEATFFL XA9ER ENTER OFI XEEFFI{ TAEAHI'". '".M "W"'. 10 IS ..I. M NWH -WE. AM 1O WE INSTALLED IX AESSMANEE MIN Not T. SIMS CIVEN REFLECT MUO TO WHO ONENSIMb OF UMTS ALLMIM FIN FIIEATHEM AIL RISING TO OVER HAWN .R.. IF 3/A' FEAR INSMATIW 15 .1. IN W.LLLR OF THE MIT. EFEREARE WIN LEXOTH AND WITH M A. To MIMAM RPogI .NEIL.. 0. ZTION IN ROME DP ON FOUNDATION NALL9. AS SEMMES. IS TO WE WE RESPONSIBILITYIE W SIBILITY OF TOX SITE DLER/DEAEH AM TO WE INSTALLED IN AMORMA`£ WITH RMYS. L MW RILL RITES NM.24P : BRL .1E AREH MEN SHALL EE IN AEEgpA"CE SIT" METIM MOS f.I Aw MOz11. IN, THE FAMCATIM . IS 903EEEETIVE ULY fMECNIWCNIINNTMFEW SHAHL WE I.. 9ETAYNf16TAWTlYH OF IWIµ.IN AS NEW .. RFGTEDX MESE 6l P.A.. 11. ME PAGE 3 1 FCR CHNNECTIAq/MTAILS. HS. SEM OMEDiA19 M MEIN IEV. MIRED ANO IXTEIICOXXECIED NO IF UE IR ACTIVATED ,MY Ag ACTIVATE, e e r n NI� Y l DEC - H 2005 MA50HRY FIREPLACE ANDIOR FURNACE FLUE BY OWNER 6RADE MASONRY FIREPLACE ANPIOR FURNACE FLUE BY OWNER 30 YEAR ARCHITECTURAL FIBERGA55 ASPHALT SHINGLES OVER 15/ BURDER5 FELT (6 NAILS PER SHINGLE) 6' FASCIA (SEE 5f C5. VINYL 51DINO Q * - OPTIONAL FEATURE MORK TO BE PERFORMED BY G.V.N., THE OWNER OR THE GENERAL CONTRACTOR AS NOTED ON THE CONSTRUCTION AGREEMENT. FASCIA (SEE SPECS ) 12 30 YEAR ARCHITECTURAL OVER RIDGE VENT FIDER61A56 ASPHALT SHINGLES OVER 19 BUILDERS FELT 12 (6 NAILS PER 51110E) 12 PITCH 12 le 101 0516 STRAP OVER PLY A DICKS 0 DORMER OPENING FACTORY INSTALLED BY HAVEN HOMES SEE AL50 SHEET 1-1 C516 STRAP (OVER PLY d 01.0 0 BORDER OPENING FACTORY I 115TALLEP MY HAVEN HOMES SEE ALSO SHEET 1-1 OVER RIDGE VENT 30 YEAR ARCHITECTURAL FIBERGLASS ASPHAI! SHINGLES OVER 15I r k�� BUILDERS FELT (6 NAILS PER SHINGLE) FASCIA (SEE SPECS.) DAY R 4' FRONT { TRIM ONLY b/ BIW OIW VINYL SIDING FRONT ELEVATION SCALE' 1/4' c I'0' SHINGLE OVER RIDGE VENT GENERALNOTES: C 7 ROOF DIAPHRAGM V I15/32" COX OR 056 (24/0 - EXP 1) - PLY CLIPS @ EDGES 7/ NAILS l6 6" E.N., 12" F.N. ' E 7/16"' Ga STAPLES @ 4"E,N., 8" F.N. ALLOWABLE SHEAR =306PLF/231 PLF ' 12 PITCH 4 11/16 2 FLOOR DIAPHRAGM 1PLY8 PLY, COX OR 05(24/0 -EXP 1), TOG EDGES O 6' FASCIA (SEE SPECS.) TOP PLY: 7 7d 6" E.N., E. F.N. 12 BOTTOM PLY:: 70d @ 6" E.N., 12".F.N. OR PITCH 12 7/16"X2"X16Ga STAPLES @ 4" E.N., 8" F.N. ALLOWABLE SHEAR = 372PLF 1280 PLF 12 PITCH 12 3 SHEAR WALL -- S,, [TIED 12 VINYL 519I116 15132"CD%OR OSB (EXP 11 OVER FRAME W/ 1/2" GYP' INTERIOR 12 PLY NAILING: Bd NAILS @ 4" E:N., 12" F.N. OR O 7116"%2"X16Ga STAPLES @ 2" E.N., 8" F.N. c GYP HALING: fid NAILS @ 4" E.N., 10'. F.N. OR EQUIV. S 1 2X SILL] MEMBER RECEIVE EDGE NAILING TYPE II PERFORATED SHEARWALL ALLOWABLE SHEAR = 615 PLF W/ REDUCTION RIGHT ELEVATION SCALE' I/4' a I'0' 6RADE SHEAR WALL.. % (2)15/32" CDX OR OSB (EXP1) OVER FRAMING PLY NAILING: Ed NAILS @ 3" E.N., 12" F.N. OR 7/1U'X2"X16Ga STAPLES @ 2" E.N., 8" F.N. GYP NALING: 5d NAILS @ 4" E.N., 10" F.N. OR EQUIV. 2X SILL/ MEMBER RECEIVE EDGE NAILING TYPE II PERFORATED SHEARWALL ALLOWABLE SHEAR = 1260 PLF W/ REDUCTION 2005 OVER RIDGE VENT OVER K106E VENT 30 YEAR ARCHITECTURAL FIBERGLASS ASPHALT SHINGLES OVER 151 FASCIA (SEE SPECS,) BURDEKS FELT (G NAILS PER SHINGLE) 30 YEAR ARCHITECTURAL J FIBERGLA55 ASPNAIi VINYL SIDING 5NINGlE50VER 15f BUILDERS FELT (6 NAilS PER SHINGLE) —6' FASCIA (SEE SPECS.) VINYL MASONRY FIREPLACE AND/OR FDRNACE FLUE ' BY DINNER SHINGLE OVER RIDGE VENT 12 4 11/15 PITCH 12 12 PITCH VINYL SIDING GRADE -- yr I I v a a I. rr'A I UNG MORK TO BE PERFORMED BY 6 V N, THE ORNER OR THE GENERAL CONTRACTOR AS NOTED ON TOE CONSTRUCTION ASREEMENT. LEFT ELEVATION SCALE' 1/4' = 1'0' REAR ELE VATION 56ALE' Ill' = 1'0' 1F 30 YEAR ARCHITECTURAL FIBERGLASS ASPHALT SHINGLES OVER 15f BUILDERS FELT (6 NAILS PER 5HINGLE) FASCIA (SEE: SPECS.) 61 PING GRADE MA50NRY FIREPLACE AND/OR FURNACE FLUE BY OWNER I GRADE GENERAL NOTES: (CONTINUED) - 4 ROOF RAFTER TO 2'^ FLITS CEILING JOIST PRONTO 1/2"D AM CARRIAGEI q IIOL I SPER Rq ER TO CEILI OJ IST 16 2"FLWSCEILINGJOISTTO DBLTOP PLATED PROVIOE1114"%, 18"0.019"STRAP TOP OF EA. CEILING JOIST TO DBL TOP PLATE OVER PLYWOOD OWN (4) TOP OF CEILING JOIST. (9) IM NO Eq. PLlITE PROVIDE 3)10d TOE NAILSQEA END OF CE ILING JOISTTODBL TOP PLATE @m 6 PERIMETER HOOF RIM CONNECTION PROVIDE 1Gtl NAILS Q 0' G" O.c. Q ROOF DIAPHRAGM HIM CONNECTION T 2"'FLRWALLSTUO TO FLR RIM _ PROVIOE'BIMPSON"LSTA12STRAP ® DO- O.C. WALL STUD ToFLR ftIM THE SAME STUD SHALL HAVE A 1 114$18' %0010" ALL ON THE OTHER END TO OBLTOP PLATE F PERIMETER 2"' FLA RIM CONNECTION PROVIDE I/21.DIAM. I MHU BOLTS Q B' O.C. ALONG PERIMETER2 FLR RIM.ON SITE 9 VERTICAL STRAP FROM 2"FLR RIM TO I"FLR RIM PROVIDE SIMPSON"MSTC62" STRAP Q FA, pABLE END POST '. CENTERED Q RIM BAND, POST TO POST, ON SITE 10 RIM BAND CONNECTING 2n°FLR RIM TO I" FLITS CEILING RIM JOIST PROVIDE 16d NAILS S4 O,C., Td 5. 0 STE 11 'RIM2 DCONNECTIN01"FLR RIM TO FOUNDATION SILL PROVIDE iGtl NAIL QS'0. ., RB,O STE 12 . PERIMETER 1" FLR RIM CONNECTION PROVIDE il2'OIAM.T RU BOLTSQ 9'O,C ALONG PERIMETER FLR RIM, ON SITE 12 1" FLR RIM TO FOUNDATION HOLDpOWN PROVIDE SIMPSON"STH014RJ' HOLDDO N QEA HAKE END POST - 14 HORIZONTAL STRAP CONNECTINGMODULARSQOABLEENDFACE PROVIDE"SIMPSON"ST0Y24STRAP®GABLE END FACEQ ROOF TOP PLATE PROVIDE'SIMPSON" ST8224 STRAP GgBLE END RIM BAND Q EACH FLR DIAP. IS FOUNDATION ANCHORAGE ANCHOR BOLT LINELINE /NEA LINES m !, 111GMI BVI 9. O)G. 19"OWirt r491 OIOt1 :'cru S bl0"tllgmz70" 1B"O,C. 1G"O.C.40"O.C, 49"O.O. FD ,BINGI Y, I BI Of(d1 ]19"tllzmxl0" 40'.'O.C, qD"O.C. 40"QC. 40'O.C. nr:, HAVEN HOMES INC., ROUTE 150 BEECH GREEK, PA 16822 DRAWN EY AS NOTED REAR AND LEFT ELEVATIONS JFW 276x44 GAPE GOD (4 -box) HOME wlN AOR AUnWML IIRO ATON LAURA 6 JOHN RNAN I JEFF WCALL/Gam Va10y HamaB �n'cyO/10l'LE RB4ARRS REVY=EO' IO/011`0 PRE -STAMP SETS - JFW IO/19/0E STAMPED SETS - RMH JLB 0, PERMIT BE15 JLB 12/210° ENGINEER NOTES A5 PRO[UOTON SETS' 2'x 4' W ROFTERS` 16 D.C. SHIP I 2•x 4' CEILING JOIST SEE BLEVATITVPEOB TM," OM SIRING BEING DEER 2'x 6' EXTERIOR S WALL 24' O.0 W I6' R.C. WTIWG SPF SM IAADE 1/2' RYWOM EMOTIONS CARS 51W GOES FLY AM RMS FACTGAY— INST" IOP ORM WITH 12) .131 x TI ULLM BY TIE HAVER IpR5 SD SO IN NAILS PER BAY ROOF OIAP. AIH CAMEROON EACH SIDE FACTORY INSTALLED 0 LBBSE BY LEO BY THE HIM SET J R IFIGEfPAAS 51INfAES OYW MIIGIE OGStl.1YlOm G' 7W '6' 4"'A ON 4' NEE WALL 112 v v V � ,, ,, ,,....,..,,w FACTO INWUIIEW HOMES .v —, —1 \1/2' FLOOD AOM RICH BRI I/M2i INC. 2'x6' CEILING MOST 16' O.C. S`12 PHONE' CEILING MIST I6' O.C. SR12 ' 0 C. SK12 I MODEL BY DSESInON LLED WAVEN ARES SD an 2'x 4' BRIM ME 2'x 6' TM &M NRA6U0 CEILING IN ,-{9EAmmc OR WIIOIAL FAX 660-159-8141 4'D' O.C. RALE SF12 0T. 06535 NITH EAMIM YAPW OAMIM 7/16' O.S.B. NAMING SPACIHA B 0• D.C. MAXIM LB'0. AYXNL IRS STRAPOVER PLYSPACING f/2' WYNALL W Pic• AND BLOTS FACTORY HABN HOES SD OEX FLATX T INSTALLED O.C. XN{IMW � 2'x 3' OR 2'x 4' MARRIAGE WACIM 4 ] E XBL 1b' O.C, 9F SR012- ID -19 FIRMS XW. IN WHON '/ KITH VAPOR DOWER 2x B. RE RATE WF12 2'x18' F1SW MIR I6' O.C. SFR 2'x6' CEILIM JOIST 16' O.C. SPF12 m tPHW VARIES ME REVATIOG D O R M E R D E T A I L FOR ACNN. 3 NO SCADL GOO PITCH FIIEARAS SHR14 WEA 2K6. qA EIDNAYS UBEIN,AYIER E ERIE INULAVEO� 1/2' PLYWOOD GOOF N4VM NOES SET an SPI/MINING DORMER DETAIL GENERAL NOTES: 1 ROOF DIAPHRAGM 15/32" CDX OR OSS (24/0 - EXP 1) - PLY CLIPS @ EDGES Ed NAILS @ 6" E.N., 12" F.N. OR 7/16"X21-X16Ga STAPLES @ 4" E.N., 8" F.N. ALLOWABLE SHEAR = 308PLF / 231 PLF 2 FLOOR DIAPHRAGM 1/2" PLY TO PLY, COX OR OSB (24/0 -EXP 1), T&G EDGES TOP PLY: 7d @ 6" E.N., 12" F.N. BOTTOM PLY: 1 O @ 6" E.N., 1211.F.N. OR 7/16"X2"X16Ga STAPLES @ 4" E.N., 8" F.N. ALLOWABLE SHEAR = 372PLF 1280 PLF �F- OPTIONAL FEATURE WORK TO 0E PERFORMED BY G.V.N., THE OMNER OR THE 66HERAL CONTRACTOR AS NOTED ON THE CONSTROCTION A6REENENT. LLWINJA CHIP EGM LLWINH :AKIA OVER A a XS 2'x fi' IG -FASCIA IMTED ALUMINUM WFFIT I/2' RRBM AEATHIM EE REVAIIA6 FOR TYPE F Sm1M BEIM DSD !'X V DBRIW STUB WALL N' O.C. W 16' O.C. WTIMD. FF SIM MSE 1-19 HARRIS WALL DURATION Om VAPOR BARRIER m / 121 ISI NAILB PERI IRY - TACH SIDE FACTORY INSTALLED 2'x 4' [BE WALL \ •\ EXTEND FLA RY j 5/8' PLYNGM OVER 1/2' r0 2x ROCKING \ E'N' & ROCAS FFR BAY PLYHAM ROW SYSTEM LIINGRIATE 00 PORTION. min SHIP FDR ( U VAR' I= JOIST m' O.0 WAX !1 /1 , ALM" V V RSCu OVER A CWImBWS 2'x fi' 2'x6' WILIW JOIm Ifi' O.C. SPF12 SIO -FASCIA OGGLC 21x 6' IW p CARL; TW RARE VIDED ALIRDLN O RATE SPF12 INSTA1/2' MIYALL CREII R-19 FIR7IRAS WALL INGRA W SEAR WALL LOCATIOS OLY NIM Am BOB SITE INSTALED WITH IN N 9 3' O.C. BY OTHERS THAM IA 2'x 6' INTERIOR STM WAIL 2'x 4' MAMIAGE WALL 24' O.C. W I6. O.C. INTERVAL I/2' RYNNN I6. O.C. ITT START 12 9F SOON GROVE SF7mBG 4 2'X 6' 611E F I/2' DIA. RRm 5[n NATE INSiN1M DY THE SR12 15/0- RYMM DVM 1/2' HAVEN mSET mB.YAMD FLOW SYSTEM D'0' O.C. mm SEE SE STRING FOR CAPE SPACING CAW BOTTOM RATE 4M NAILB T O.C. SITE VAR' FLOOR ,DISI 16' O.C. SPF/2 IMIALLEO OY TIE MIWWOR Q - (GABON IF19 FIRAWS mIRD am OMSISTS M BOD FINGER MILITIA I "n 09A.Ir1M NIBI VAMA 3- 2'x 10' POND Alli AND SITE IMIARFD I RUDE DETERMINED BY FBNWIM WIRED EDGE NAILED PHI REM MMBY DE BUILOORIDEAER I EXISTING SITE CONDITIONS c FOR A TOTAL OF 6.2'x 10' G d S[IE IMiAIIID GY TIE GLEN HANDLES DE OEM BmWMIDRAEA TOGETHER 10' Tom a DSOWV Mn M POFFD COH:fEiE FOABA COANN LAG HARD m WALL- TYPICAL A SIN M SHE UM CENTER BEA BY 7M SDN WID•SIPPLI® MILDERIOEIEO 1LnCRMNG E SLAB 00 4 I I I FOR SPACING V TYP I CAL 5EC11014 CONNECTICUT ON 4' NEE WALL VALLEY FACTO INWUIIEW HOMES \ RAN LYME, INC. 2'x6' CEILING MOST 16' O.C. S`12 PHONE' 860.139-6913 MODEL CENTER' 2'x 4' BRIM ME 2'x 6' TM 128 8105TON F05T ROAD FAX 660-159-8141 4'D' O.C. RALE SF12 0T. 06535 NAMING SPACIHA LB'0. 1/2' Du. ARiS 61n f/2' WYNALL WTWID BY rM HABN HOES SD OEX O.C. XN{IMW � WACIM 4 2'x 3' M 2'x 4' MMIALE O.C. w RIM 12 4 1/2' GIA. NATO; SITE IUSTDLLD BY RE 5/8' RYWBO SYW 1/2' NAVM MMES Wi [AEN RYAOM FLOOR SYS" 2'A 6' SOE B'O' O.C. HAXINN RATE SK12 SPACING 2'x10' RWa JOIST 16' O.C. SPF12 2'x6' CEILIM JOIST 15' O.C. SPF12 DORMER DETAIL GENERAL NOTES: 1 ROOF DIAPHRAGM 15/32" CDX OR OSS (24/0 - EXP 1) - PLY CLIPS @ EDGES Ed NAILS @ 6" E.N., 12" F.N. OR 7/16"X21-X16Ga STAPLES @ 4" E.N., 8" F.N. ALLOWABLE SHEAR = 308PLF / 231 PLF 2 FLOOR DIAPHRAGM 1/2" PLY TO PLY, COX OR OSB (24/0 -EXP 1), T&G EDGES TOP PLY: 7d @ 6" E.N., 12" F.N. BOTTOM PLY: 1 O @ 6" E.N., 1211.F.N. OR 7/16"X2"X16Ga STAPLES @ 4" E.N., 8" F.N. ALLOWABLE SHEAR = 372PLF 1280 PLF �F- OPTIONAL FEATURE WORK TO 0E PERFORMED BY G.V.N., THE OMNER OR THE 66HERAL CONTRACTOR AS NOTED ON THE CONSTROCTION A6REENENT. LLWINJA CHIP EGM LLWINH :AKIA OVER A a XS 2'x fi' IG -FASCIA IMTED ALUMINUM WFFIT I/2' RRBM AEATHIM EE REVAIIA6 FOR TYPE F Sm1M BEIM DSD !'X V DBRIW STUB WALL N' O.C. W 16' O.C. WTIMD. FF SIM MSE 1-19 HARRIS WALL DURATION Om VAPOR BARRIER m / 121 ISI NAILB PERI IRY - TACH SIDE FACTORY INSTALLED 2'x 4' [BE WALL \ •\ EXTEND FLA RY j 5/8' PLYNGM OVER 1/2' r0 2x ROCKING \ E'N' & ROCAS FFR BAY PLYHAM ROW SYSTEM LIINGRIATE 00 PORTION. min SHIP FDR ( U VAR' I= JOIST m' O.0 WAX !1 /1 , ALM" V V RSCu OVER A CWImBWS 2'x fi' 2'x6' WILIW JOIm Ifi' O.C. SPF12 SIO -FASCIA OGGLC 21x 6' IW p CARL; TW RARE VIDED ALIRDLN O RATE SPF12 INSTA1/2' MIYALL CREII R-19 FIR7IRAS WALL INGRA W SEAR WALL LOCATIOS OLY NIM Am BOB SITE INSTALED WITH IN N 9 3' O.C. BY OTHERS THAM IA 2'x 6' INTERIOR STM WAIL 2'x 4' MAMIAGE WALL 24' O.C. W I6. O.C. INTERVAL I/2' RYNNN I6. O.C. ITT START 12 9F SOON GROVE SF7mBG 4 2'X 6' 611E F I/2' DIA. RRm 5[n NATE INSiN1M DY THE SR12 15/0- RYMM DVM 1/2' HAVEN mSET mB.YAMD FLOW SYSTEM D'0' O.C. mm SEE SE STRING FOR CAPE SPACING CAW BOTTOM RATE 4M NAILB T O.C. SITE VAR' FLOOR ,DISI 16' O.C. SPF/2 IMIALLEO OY TIE MIWWOR Q - (GABON IF19 FIRAWS mIRD am OMSISTS M BOD FINGER MILITIA I "n 09A.Ir1M NIBI VAMA 3- 2'x 10' POND Alli AND SITE IMIARFD I RUDE DETERMINED BY FBNWIM WIRED EDGE NAILED PHI REM MMBY DE BUILOORIDEAER I EXISTING SITE CONDITIONS c FOR A TOTAL OF 6.2'x 10' G d S[IE IMiAIIID GY TIE GLEN HANDLES DE OEM BmWMIDRAEA TOGETHER 10' Tom a DSOWV Mn M POFFD COH:fEiE FOABA COANN LAG HARD m WALL- TYPICAL A SIN M SHE UM CENTER BEA BY 7M SDN WID•SIPPLI® MILDERIOEIEO 1LnCRMNG E SLAB 00 4 I I I FOR SPACING V TYP I CAL 5EC11014 CONNECTICUT VALLEY HOMES of EAST LYME, INC. PHONE' 860.139-6913 MODEL CENTER' 800-468-6284 128 8105TON F05T ROAD FAX 660-159-8141 E A 6 T LYME, 0T. 06535 WALL BELOW MALE MNAAS MIA D" n MARE WAIL TURING \/^� E OF NEw� Him BRAIN PSp�pNM J FUTURE DE K• CIR n "TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT" THESE PLANS (AND SPECIFICATIONS) ARE IN COMPLIANCE WITH ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK (STATE, 2002 EDITION. COMPLIANCE IS DETERMINED BY THE USE OF MECoiheck, COMPUTER SOFTWARE DEVELOPED BY DOE, AND CONFORMANCE TO GENERAL PROVISIONS OF CHAPTER 5, SECTIONS 502, 503, 504 AND 505. INDIVIDUAL,(JIcrete) MODEL PLANS DERIVED FROM THE SYSTEM AND SUBMITTED TO LOCAL CODE ENFORCEMENT OFFICIAL IN CONNECTION WITH BUILDING PERMIT APPLICATION SHALL BE ACCOMPANIED BY A MECcheck REPORT (INCLUDING THE INSPECTION CHECKLIST) 15 � CIR f4 l LIR /5 LIR PINING ROOM I LIR m CIR CIR 124 FUTURE GARAGE - All GARAGE WIRING AND FIXTURES ARC BY OWNER'S OR GENERAL CONTRACTOR'5 ELECTRICIAN JWIRE ONLY FOR OPENER CIR 124 BIW LIR/1 GFI WI? FUTURE PORCH* FIRS FLOOR FLA N 'E9— SINGLE POLE SWITCH H IN SK COYER IH GAUGE SPEAKER WI01 DUPLEX OUTLET LYME, INC, CEILING FIXTURE ^� v^� �� ^^ PLATE (1YP) / ITYPI /� FIr' TELEVISION/CABLE ir- SWITCHED OUTLET WALL MOUNT FIXTURE -Y�— ' FOUR WAY SWITCH DOOR JAMB SWITCH 800-468-6284 SERVICE PANEL BREAKER PANEL 4f, WEATHER PROOF OUTLET 860-739-6141 PULL CHAIN FIXTURE lt�P GROUND FAULT OUTLET ==FLUORESCENT FIXTURE W/GGeneral \ WIRE FOR PADIDLE FAN W/ LIGHT KIT 0 SMOKE DETECTOR 220V OUTLET ® RECESSED FIXTURE 0 CHIMES ❑F EXHAUST FAN >< CABINET FLUORESENT TRACK FIXTURE RECESSED EYE BALL 45 EXTERIOR LIGHT W UNDER CABINET FIXTURE 20 Amp GANG BOX SWITCH p Him iN1111 v SMOKE-CAMBON MONOXIDE OETECTON COMBINATION �a HOLLWOOD LIGHT Appliance 9 20 Amp AB AUDIO SOURCE W/0 GREAT ROOM AUDIO CEILING W/O I AN AUDIO WALL W/O I 11 KITGHE 14-2 W/G Room General Lighting 12 15 Amp 14-2 WIG Arc Fault General Lighting 13 15 Amp / 166 ARSE SrEAKEK! -0'A.F.FI,/ General Lighting 14 +�-1 14-2 WIG // CIR frz nYP�11 IMLL CI 19muRlw 15 15 Amp 14-2 WIG GFI W/P i 16 40 Amp 8-3 WIG 17 Dishwasher SB 20 Amp 12-2 W/G General Lighting 19 15 Amp14-2 WIG FOR 51AI1- Nll RICO Furnace Switch 20 _ 10-2 WIG fURa 21 20 Amp _ u / G @NG S `e W-1 yon 30 Amp 10-3 WIG I I 6F-0ArFB. � LI}}R '\x. - Garage 24 20 Amp CIR 120 ��fl A- ---, I _ Bathroom Recept. 26 I 116 GAUGESPEAKER Bath GFI 27 W10 28 29 \_ 30 I CIR FI l i �/ lIR fl FOYER 4 ii \-711.�.. / n "TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT" THESE PLANS (AND SPECIFICATIONS) ARE IN COMPLIANCE WITH ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK (STATE, 2002 EDITION. COMPLIANCE IS DETERMINED BY THE USE OF MECoiheck, COMPUTER SOFTWARE DEVELOPED BY DOE, AND CONFORMANCE TO GENERAL PROVISIONS OF CHAPTER 5, SECTIONS 502, 503, 504 AND 505. INDIVIDUAL,(JIcrete) MODEL PLANS DERIVED FROM THE SYSTEM AND SUBMITTED TO LOCAL CODE ENFORCEMENT OFFICIAL IN CONNECTION WITH BUILDING PERMIT APPLICATION SHALL BE ACCOMPANIED BY A MECcheck REPORT (INCLUDING THE INSPECTION CHECKLIST) 15 � CIR f4 l LIR /5 LIR PINING ROOM I LIR m CIR CIR 124 FUTURE GARAGE - All GARAGE WIRING AND FIXTURES ARC BY OWNER'S OR GENERAL CONTRACTOR'5 ELECTRICIAN JWIRE ONLY FOR OPENER CIR 124 BIW LIR/1 GFI WI? FUTURE PORCH* FIRS FLOOR FLA N 'E9— SINGLE POLE SWITCH H TELEPHONE JACK Size DUPLEX OUTLET LYME, INC, CEILING FIXTURE ^� v^� �� ^^ WIRE FOR PADDLE FAN +R2 THREE WAY SWITCH FIr' TELEVISION/CABLE ir- SWITCHED OUTLET WALL MOUNT FIXTURE -Y�— ' FOUR WAY SWITCH DOOR JAMB SWITCH 800-468-6284 SERVICE PANEL BREAKER PANEL 4f, WEATHER PROOF OUTLET 860-739-6141 PULL CHAIN FIXTURE lt�P GROUND FAULT OUTLET ==FLUORESCENT FIXTURE W/GGeneral \ WIRE FOR PADIDLE FAN W/ LIGHT KIT 0 SMOKE DETECTOR 220V OUTLET ® RECESSED FIXTURE 0 CHIMES ❑F EXHAUST FAN >< CABINET FLUORESENT TRACK FIXTURE RECESSED EYE BALL F FAN W/LIGHT EXTERIOR LIGHT W UNDER CABINET FIXTURE 20 Amp GANG BOX SWITCH p THERMOSTATS v SMOKE-CAMBON MONOXIDE OETECTON COMBINATION �a HOLLWOOD LIGHT Appliance 9 20 Amp AB AUDIO SOURCE W/0 AC AUDIO CEILING W/O I AN AUDIO WALL W/O General Lighting 11 15 Amp 14-2 W/G # - OPTIONAL FEATURE WORK TO BE PERFORMED BY G.V.N., TNI OWNER OR THE 6ENERAL CONTRACTOR AS NOTED ON THE CONSTRUCTION AGREEMENT. GFI CIR CONNECTICUT Circuit Description VALLEY HOMES Size of EAST LYME, INC, 114-2 WIG GFI W/PGeneral Lighting PHONE' 860-139-6113 MODEL DENTE R' 800-468-6284 128 606T0N P05T ROAD FAX 860-739-6141 EAST LYME, CT. 06333 -E JWIRE ONLY V(// FOR OPENER LIR 724 ELECTRICAL SCHEDULE Circuit Description Cir No. BnSizeWlre Size RemarksGeneral Lighting 114-2 WIG GFI W/PGeneral Lighting 214-2 W/GBathroom Recept. 312-2 W/G Bath GFIGeneral Lighting 414-2 W/GGeneral Lighting 514-2 W/GBathroom Recept. 6i2-2 WIG Bath GFI Appliance 7 20 Amp 12-2 WIG nefrig Appliance 8 20 Amp 12-2 WIG GFI Appliance 9 20 Amp 12-2 W/G GFI 10 General Lighting 11 15 Amp 14-2 W/G Room General Lighting 12 15 Amp 14-2 WIG Arc Fault General Lighting 13 15 Amp 14-2 WIG Arc Fault General Lighting 14 15 Amp 14-2 WIG Arc Fault Exterior Recept. 15 15 Amp 14-2 WIG GFI W/P Electric Range 16 40 Amp 8-3 WIG 17 Dishwasher SB 20 Amp 12-2 W/G General Lighting 19 15 Amp14-2 WIG Arc fault Furnace Switch 20 25 Amp 10-2 WIG Clothes Washer 21 20 Amp 12-2 WIG Clothes Dryer 22 30 Amp 10-3 WIG 23 Garage 24 20 Amp 12-2 WIG 25 Bathroom Recept. 26 20 Amp f2 2 W/G Bath GFI 27 28 29 30 IN SAME COVERL PLATE OYPI SECOND FLOOR PLAN CONNECTICUT VALLEY HOMES of EAST LYME, INC. PHONE' 660 -15q -6g19 MODEL LEN TER` 600-466-6264 126 BOSTON P 0 6 T ROAD FAX660-991-5141 EA5T LYME, OT. 06993 '6 SINGLE POLE SWITCH N TELEPHONE JACK ]Q-- DUPLEX OUTLET CEILING FIXTURE °A �� CIR 114 CIR 114 VA LIR 119 \ CIR 119 CIE5WITCH1110P TELEVISION/CABLE 3Z -z SWITCHED OUTLET WALL MOUNT FIXTURE i 'U*2 SRI fell i0P HALF ONLY�, SERVICE PANEL BREAKER PANEL PALF ONLY n WALK-IN = _ =FLUORESCENT FIXTURE I PADDLE FAN KIT © SMOKE DETECTOR — � \ \ BEDROOM #4 �.1.I�m © CHIMES CLOSET FLI EXHAUST FAN—< CABINET FLUORESENT T TRACK FIXTURE RECESSED EYE BALL MFEXHAUST FAN W/LIGHT — UNDER CABINET FIXTURE GANG BOX SWITCH p THERMOSTATE SMOKE-cAROON MONUAIDE DETECTOR COMBINATION �6 HOLLW000 LIGHT LIR 112 AUDIO SOURCE W/O ac AUDIO CEILING W/O Aw AUDIO WALL W/O BEDROOM U3) r — 14 - OR /19 ttle _ L *5555, u �l—.\ LIR LIR A a ClI, /12 /12 OR 114 — 1,( 6I�41 I`scO moi,"�\.�icl CRN4 r % BEDROOM III III LI fl3 7�1�1 III III IIII I I IN I III IN IN E IT III J aAifc9HLYP I III III III o iN' _ �I I IF r----�—� I CIR 112 r I I III o 1 111 I I O- III A J_ � I �. -V III III I , III III LL 514RiLH31OP III HAIF ONLY I IN m 1111 IIII ( I 9 IN III I III III III III IN III"� III ! Of I III III III III III III III m II Al III III 1 LIR f13 CIR LIB III I III III III III II,I II III III 1618 qN III ICIR 112 L LL III III I - SECOND FLOOR PLAN CONNECTICUT VALLEY HOMES of EAST LYME, INC. PHONE' 660 -15q -6g19 MODEL LEN TER` 600-466-6264 126 BOSTON P 0 6 T ROAD FAX660-991-5141 EA5T LYME, OT. 06993 '6 SINGLE POLE SWITCH N TELEPHONE JACK ]Q-- DUPLEX OUTLET CEILING FIXTURE °A �� '�� WIRE FOR PAROLE FAN O� THREE WAY SWITCH TELEVISION/CABLE 3Z -z SWITCHED OUTLET WALL MOUNT FIXTURE i 'U*2 FOUR WAY SWITCH DOOR JAMB SWITCH SERVICE PANEL BREAKER PANEL WEATHER PROOF OUTLET PULL CHAIN FIXTURE :d? GROUND FAULT OUTLET = _ =FLUORESCENT FIXTURE WIRE FOR W/ LIGIHT PADDLE FAN KIT © SMOKE DETECTOR 399 PZOV OUTLET ® RECESSED FIXTURE © CHIMES FLI EXHAUST FAN—< CABINET FLUORESENT T TRACK FIXTURE RECESSED EYE BALL MFEXHAUST FAN W/LIGHT EXTERIOR LIGHT UNDER CABINET FIXTURE GANG BOX SWITCH p THERMOSTATE SMOKE-cAROON MONUAIDE DETECTOR COMBINATION �6 HOLLW000 LIGHT as AUDIO SOURCE W/O ac AUDIO CEILING W/O Aw AUDIO WALL W/O XE- OPTIONAL FEATURE RORK TO BE PERFORMED BY C.4. M., THE OHNER OR THE 6EHERAL CONTRACTOR AS NOTED ON THE CONSTRUCTION A6REEMENT, 4'-0' MIRROR KNEE SPACE VANITY DETAIL I (NOT TO SCALE) VANITY DETAIL 2 (NOT TO SCALE) a 2005 I I ROOF FLASHING I I ROOF FLASHING I ROOF .FLASHING I ROOF -IFFLASNING I RROF �FLASHIN6 I _ 3' I 3' 1 _ 3' 1 _ 3' li/--__--_--� 3' F r H VENT ----------- r____ Itr I I r I �1-1/2' �I! I I I I f -f/2' ,-f-1/2' y' �d I 2,FUTURE VENT, 3' 3. BIDET 4. TUB/SHOWER UNIT FINISHED CEILING LME 3 IITARY BEHIND FINISHED CEILING LINE TO DDM SUPPLY DOMESTIC RISER DIAGRAM FIRST FLOOR LINE D CONNECTICUT VALLEY HOMES of EAST LYME, INC. PHONE' 660-T3q-6813 MODEL GEN TER' 800-466-6284 128 B05TON POST ROAD FAX860-T3q-8141 EAST LYME, GT. 06333 FLOORENiN HAVEN HOMES INC., ROUTE 150 LINEBEEGH GREEK, PA 16822 SCALE A5 NOTED a m5," JGB TYP PLUMBING LAYOUT 21bx44 GAPE GOD (4 -box) LAURA 4 JOHN FINAN JEFF MLGALL/Gam VdeU Homes 11/01/21 WD 11/1 r RET1ARK X - OPTIONAL FEATURE SYMBOLS RORK TO BE PE R POR M ED BY 6 V.N., HOT HATER LINES------- THE OMN ER -OR THE 6ENERAL CONTRACTOR AS NOTED ON THE COLD WATER LINES— — —.—._ CONSTRUCTION AGREEMENT VENT ----------- HASTE LINES LEGEND 1. VANITY 2. NATERCLOSET 3. BIDET 4. TUB/SHOWER UNIT 5. SHOO 6. GABOEN TUB 7. WHIRLPOOL TUB 0. DOUBLE BOML SIM( 9. SINGLE BDNL SIN( DO. LAUNDRY TUB/UTILIIY SINK it. OISIMASHER 12. CLOTHES MASHER 13. NATER HEATER 14. PRESSURE AND TEMPERATURE BELIEF VALVE H/OVERFLUW DISCHARGE PIPE 15. VACUUM RELIEF 16. 3/4' DIAMETER OVERFLOW NOTES: I ALL DOMESTIC SLITLY LINES TO BE 1/2' DIAMETER AND 374' DIAMETER COPPER UNLESS LOCAL OR MUNICIPAL CODE FEGUIBES OTHERWISE. 2. ALL DRAIN HASTE AD VENDS ARE PVC PLASTIC UNLESS LOCAL OR MUNICIPAL CODE PEOUIRES DIIEBNISE. 3. ALL HORIZONTAL PIPES TO BE SUPPORTED AT INTERVALS NOT TO EXCEED 4'-0' 4. SLOPE OF HORIZONTAL GRAIN WASTE AND VENTS AT 1/4' PEI FOOT MINIMUM. 5. PLUMBING DELON FIRST FLOOR OF BUILD- ING TO BE COMPLETED BY BUILDER. B. CLOTHES WASHERS TO HAVE BACNFLON PREVENFOR. 7. 2' FINIRE VENT TO BASEMENT PLUGGED AND TAGGED AS INDICATED ON DRAWING. B. ANTI -SCALD DEVICES AT SAOIBRHEAOS FLOORENiN HAVEN HOMES INC., ROUTE 150 LINEBEEGH GREEK, PA 16822 SCALE A5 NOTED a m5," JGB TYP PLUMBING LAYOUT 21bx44 GAPE GOD (4 -box) LAURA 4 JOHN FINAN JEFF MLGALL/Gam VdeU Homes 11/01/21 WD 11/1 r RET1ARK NOTES FOR ALL CONTRACTORS' USE THIS INFORMATION TO CALCULATE ACCURATE WALL STUD LENGTHS' ALL GARAGE WINDOW HEADERS ARE AT 80" ABOVE FINISHED FLOOR OF MODULAR UNLESS OTHERWISE NOTED REFER TO ELEVATIONS IN DETERMINING THE SOFFIT HEIGHT OF GARAGE IN RELATIONSHIP TO THE MODULAR HOUSE. IF THE FASCIA OF BOTH APPEARS TO BE LINED UP, THEN ASSUME THAT THEY ARE, FINISHED GRADE X- OPTIONAL FEATURE HORN TO BE PERFORMED BY O.V H., Al OWNER OR THE GENERAL :ONTRALTOR AS NOTED ON THE SON5TRU6TION AGREEMENT, ROOF TRUSS DESIGN \ AND ENGINEERING BY TRUSS MANUFACTURER _]2 - 2" X 12" GARAGE o IDOOR HEADER (TYP.) " X 4" 50LE PLATE 1/2" DIA. X 16" ANCHOR o BOLT,SPACE ACCORDIN6 TO THE TABLES ON FON PLAN 2" X 6" PRESSURE TREATED BILL PLATE AND SEALER NOTE: 12 12 2 - 2" X 4" TOP PLATE— _ 2" X 4" WALL STUD[ AT Ib"r" 5/6" FIREGUARD SHEET - ROCK TO BE INSTALLED ON INTERIOR OF 6ARA6E BETWEEN 6ARA6E AND HOUSE 2 - 2" X 6" FIRE DOOR HEADER (TYP.) PITCH FLOOR TOWAR05 GARA6E DOORS AT SLOPE _= I" IN 12'0" SECTION 15 GENERIC ONLY, SEE 4" CONCRETE !SLAB FLOOR PLAN FOR LOCATION AND OVER CRU5HEW QUANTITY OF DOORS AND/OR WINDOWS STONE OR &RlAVEL 6ARA&E DOOR 5EC.i1®N SCALE' 1/2" = 1'0" 6" THK CONCRETE FROST WALL (TYP.) 215# SELF SEALING FIBERGLAS ASPHALT SHINGLES OVER 15# BUILDERS FELT OVER 1/2" COX PLYWOOD SHEATHING SIMPSON HI AT EACH TRU55 LOCATION (TYF.) � ALUMINUM DRIP EDGE (TYP.) ALUMINUM FASCIA OVER 2" X 6" SUB -FASCIA CONTINUOUS NON -VENTED SOFFIT VINYL SIDING OVER 1/2" 6DX PLYWOOD SHEATHIN6 I HOUR FIRE RATED DOOR W/METAL FRAME GRADE E f OF 6" X 16" CONTINUOUS HCl, - 8 p005 CONCRETE FOOTING (TYP.) LAG PATTERN AT HOU5E SCALE' 5/4" = 11011 1/2" EXTERIOR PLY- WOOD SHEATHING 2150 SELF SEAL FIBER6LAS ASPHALT 5HIN6LE5 OVER 150 BUILDERS FELT CONTINUOUS ALUMI DRIP EDGE (TYP,) ALUMINUM PASCI 2" X b" SUB -FASCIA CONTINUOUS ALUMINUM VENTED SOFFIT BLOCKING 2 - 2" X 8" HEADER WITH 1/2" PLYWOOD ENDURANCE b" X 6" TURNED PORCH POST W/ANCHORINS PLATES TOP AND BOTTOM (TYP.) PREFABRICATED PORCHI RAILING (TYP.) I� 5/4" X 6" TREX DEOKIN6 (TYP.) 2" X 8" PRE55URE TREATED HEADER 5/8" DIA. 6ALV. LAG STAGGERED, ONE INTO EA. HA. OF 2"X 8" BEAM 5/4" X 10" TREX PERIMETER BOAR: 6" X 6" PRE55URE TREATED PORCH PIER 51MP5ON A5E66 ANCHOR PLATE 12" DIA. CONCRE PORCH SUPPORT 24" DIA. X 12" THK CONCRETE PORCH FOOTING (TYP.) ' X 10' P.T. PERIMETER J0115T ' X 6' P.T. HEADER BEYOND M I--6' X 6' P,T. PORCH PIER LAG PATTERN AT PORCH PERIMETER 50ALE' 5/4" = 110" SIMPSON LEU26 SLOPA13LE HANGER MODULAR HOUSE, SEE MANUFACTURER'S CROSS SECTION 1/2" TURNED PORCH NEWEL (TYP.) 2" X 4" PRE55URE (DOUBLE DIPPED 6ALV.) TREATED BOT. NAILER 2" X 6" PRESSURE 4" X 4" PRESSURE TREATED PORCH JOISTS TREATED P05T Z FLASHING (USE NON- 2" X 8" PRESSURE ALUMINUM FLASHING WITH TREATED SUB -HEADED ALL PRESSURE TREATED 24" DIA. X 12" THK LUMBER) $/4" X 10" TREX SEE FDN PLAN FOR PIER PERIMETER BOARD :IN. FIRST FLOOR 51MP50N HI 2" X 8" PRESSURE HURRICANE CLIP TREATED HEADER AT EACH JOIST 6" X b" PRESSURE DOUBLE 2" X 8" JOST HANGER TREATED DECK POST' (DOUBLE DIPPED GALVANIZED) SIMPSON ABE66 5/8" DIA. 6ALV. LAG ANCHOR PLATE SCREWS STA66ERED AT 16" O.C. 2" X 8" JOIST HANGER (DOUBLE DIPPED 6ALV.) 2" X 6" PRESSURE 12" DIA. CONCRETE TREATED PORCH JOISTS DECK SUPPORT AT 16" O.G. (TYP.) 2 - 2" X 8" PRE55URE TREATED BEAM AT EACH 24" DIA. X 12" THK PORCH PIER LOCATION, CONCRETE DECK SEE FDN PLAN FOR PIER FOOTING (TYP.) LOCATIONS SIMPSON F046 -I6 POST CAP AT EACH PORCH PIER -)�FORCH CRO55 SECTION SCALE` 1/2" = 1'0" LAG PATTERN AT HOUSE SCALE' 5/4" = 1'0" EXISTING HOUSE 2 FLASHING (USE NON - ALUMINUM FLASHING WITH ALL PRESSURE TREATED LUMBER) PIN. FIRST FLOOR LINE 2" X 8" PRESSURE TREATED HEADER 2" X 8" JOIST HANGER (DOUBLE DIPPED (SALV.) 5/8" DIA. GALV. LAG SCREWS 5TA6GERED AT 16" O.G. (SEE DETAIL ABOVE) 5E(TION 5GALE' 1/2" = 1'0"