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Home My WebLink About29546-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30496 Date: 10/08/04 THIS CERTIFIES that the building ADDITION/ALTERTAIONS Location of Property: 450 HUNTINGTON BLVD PECONIC (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 67 Block 4 Lot 7 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 2, 2003 pursuant to which Building Permit No. 29546-Z dated JULY 2, 2003 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 ADDITIONS & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JOAN LEAVITT (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 80355C 06/29/04 PLUMBERS CERTIFICATION DATED 10/07/04 CUTCHOGUE EAST PLUMB&HEAT or' ed S'gnature 141 Rev. 1/81 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. 29546 Z Date JULY 2, 2003 Permission is hereby granted to: JOAN LEAVITT 10 CLINTON ST BROOKLYN,NY 11202 for ADDITION & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 450 HUNTINGTON BLVD SOUTH/PEC County Tax Map No. 473889 Section 067 Block 0004 Lot No. 007 pursuant to application dated JUNE 30, 2003 and approved by the Building Inspector to expire on JANUARY 2 , 2005 . Fee $ 364 . 80 -21t�� Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 OCT ~ 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00 Date. /0(/ ,�/O New Construction: / l Old or Pre-existing Building: (check one) !� Location of Property: `�$0 vii -fi __�;f e-CO ` House No. Street Hamlet Owner or Owners of Property: �UQ /A ) (�C:'�A V; 7--)— Suffolk Suffolk County Tax Map No 1000, Section 47 Block I Lot 7 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $c�,J� Applicant Signature COQ 3oL194 -rr,-'s; .r.'r.. �.;r7q'v+rs:FF:j Fri. >'•.'rsti`...r•.., f:R ,der,-:?�','E i,.yss.t+r'� ::.ti`. .+x.:25, �ryb xi ss::rr�... ?+• ✓`;i'.�.. `rr'� r+�-- . �,lF".+�¢�i �fd ;��• ,:e• pr, 'Y .•.•'f F♦��=FF,S..• F,.,S.1.:i...:�•:,v �.`'.FF• ♦, F.>.'�� ♦� W:� �:t•J'�:�:�:•3 •:::'t•�o'; Jjtr�."4! g �.-�r:-�`r:r s w '4 v i N ♦ r♦NO S C:Y NY♦• ✓♦ .. ♦.♦1♦•:••♦N '•:S WY i ♦ v f ♦�'• ♦ ,9Y C1h S.. S � '1'•':.Y W.M . ♦ r,Y ♦♦♦q. Y., qty Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application Number - tiyy $ 6/29/2004 375 Dunton Avenue 80355C r??. East Patchogue, New York 11772 >•-. (631)286-6642 ?-•- Issued To: John Leavitt Judith Nilson Street: 450 Huntington Blvd r; Village: Peconic Zip: 11958 Town: Southold Section: Block: Lot: �~ Contractor: Lademann Electric Inc. Lic. # 4141-E ' Was examined and found to be in compliance with the National Electrical Code. ;y, ❑ Commercial ❑ NV Defects ❑ Pool ❑X 1st Floor ❑ Indoor ❑X Basement ❑ Hot Tub i+tib� �'%•'�7, X❑ Residential ❑ Det.Garage ❑ Attic X❑ 2nd Floor ❑ Outdoor ❑X Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans =. 37 47 37 7 1 7 = +,..! Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves ,;ry Si it 1 1 20 1 30 111♦. :.'� ��'�N Furnace Oil Gas Circulators Smoke Detector Bell Transformer s- r,, _ 1 1 2 5 4 � a�f. Meter Amps Phase UG/OH Jacuzzi Television CO Detector a� H"♦✓ = 1 200 1 X1 Bldg. Permit: tr �':;• Other Equipment ' ♦ a♦ �M " z 0 track 30 heads 1- 20/220V well 1-40/220V AC Hugo . Surdi ±''= ,. w; 1-40/220V sub President == .H 1- 20/120V air handler Rough Inspection: 02/24/2004 rl John McMahon III -',�• Inspector: --: ` Final Inspection: Inspector: • r/i s.: This certificate must not be altered in any manner. Inspectors may be identified by their credentials. ! ♦♦i a�,�,..�i�r �Ji♦ti• 4, .e., . Vis. O . ♦�s .a 1 �'4 ••��a.:_�. � `' ��::��r�s�j��.r��£�'•��.>s�a��,�.+.sy} ��±''�. s; +.��%�'�•`€�:•a�r��,, '��' f��°�~>��_�r�.ri•,.srrh�, ELECTRICAL INSPECTION SERVICE,INC.,is not responsible for the existing conditions at the subject premises. ELECTRICAL INSPECTION SERVICE, INC., is not responsible for corrections, upgrading or replacement of exiting electrical violations at the subject premises. Any corrective work shall be solely the responsibility of the property owner. ELECTRICAL INSPECTION SERVICE, INC., DOES NOT WARRANTY OR UNDERWRITE THE ELECTRICAL CONDITIONS AT THE PREMISES. ELECTRICAL INSPECTION SERVICE, INC., only recognizes the National Electrical Code, the New York State Building Construction Code and Local Municipal Codes. AN ELECTRICAL SURVEY consists of a visual examination of the premises ONLY: Electrical Inspection Service Inc.,will comply with the requirements of NFPA 73, latest edition Chapter 1, Section 1-1, 1-2. If violations exist a letter will be issued requiring correction by a licensed electrical contractor. After the violation has been corrected, a re-inspection will be conducted and if approved,a certificate shall be issued. A SURVEY CERTIFICATE does not examine the actual wiring or devices unless all walls are opened and wires and devices are exposed prior to the survey being conducted. A CERTIFICATE is non-transferable. AN ELECTRICAL INSPECTION consists of an examination of wiring and installations during the rough stages of construction. After completion of the construction,a final inspection will be conducted. At which time a certificate will be issued provided no violation exists. In the event no inspection is requested during the rough stages of construction, ELECTRICAL INSPECTION SERVICE,INC.,at the inspector's discretion,will handle the situation on a case to case basis. ELECTRICAL INSPECTION SERVICE, INC., shall not be responsible to remove any walls in order to conduct an electrical inspection. ELECTRICAL INSPECTION SERVICE,INC.,will only release information certificates and reports to the applicant after payment for services rendered have been paid in full. ELECTRICAL INSPECTION SERVICE,INC.,assumes no liability for the results of its inspections. The agreement may not be changed orally. Town Hall, 53095 Main Road Fax (516) 765-1823 P. O. Box 1179 * VV Telephone (516) 765-1802 Southold, New York 11971 � �► n: OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I r I C A T I 0 N l. rr X!N� Building Permit No. Owner: I-exvfl� .SOh (Please print) Plumber: �C �`S�ka�� .""� C'fG j� X45 l �" /.� t ti.0 (Please print) _ J S certify that the solder used in the water supply 1 system Contains leas than 2/10 of It lead, w; is 41umbers S gnat~ure) Sworn to before me this day of �G 7 Notary Public, County MARIE A.WOODS Notary Public,State of New York No.01 WO5031860 Qualified in Suffolk County My Cornn*Won t xp n Aug.15,24 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -7. SECTION A-PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number dA N .0 ,ff A v) Tr BUILDING STREET ADDRESS(Including Apt.,Unit,Suite,and/or Bldg.No.)OR P.O.ROUTE AND BOX NO. Company.N610.Number CITY STATE , 1` � ZIP CODE PROPERTY DESCRIPTION(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) 'V /000 —G 7 -014 -0 7 BUILDING USE(e.g.,Residential,Non-residential,Addition,Accessory,etc. Use a Comments area,if necessary.) Ls1Ae�r�Rc LATITUDE/LONGITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: LI GPS(Type): ##.W or ##.#####°) LI NAD 1927 L_l NAD 1983 L_l USGS Quad Map I_I Other: SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP COMMUNITY NAME 8 COMMUNITY NUMBER B2.COUNTY NAME B3.STATES, r w,v a/-- Sv�y-h / 36D / ':I XJ- r B4.MAP AND PANEL B5.SUFFIX I B6.FIRM INDEX B7.FIRM PANEL B8.FLOOD B9.BASE FLOOD ELEVATION(S) NUMBER DATE ESE TIVE/R VII EDATE ZONE(S) (Zone A'\O,,u�epth of flooding) B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in B9. IJ FIS Profile [XJ FIRM 1J Community Determined IJ Other(Describe): 611. Indicate the elevation datum used for the BFE in 139: D�l NGVD 1929 1J NAVD 1988 1J Other(Describe): B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? 1J Yes ISI No Designation Date: SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: 1JConstruction Drawings* 1JBuilding Under Construction* XFinished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number ?_ (Select the building diagram most similar to the building for which this certificate is being completed-see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations—Zones Al-A30,AE,AH,A(with BFE),VE,V1430,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO Complete Items C3.a-i below according to the building diagram specified in Item C2.State the datum used. If the datum is different from the datum used for the BFE in Section B,convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G,as appropriate,to document the datum conversion. Datum)VG t> 192-9 Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? 1J Yes Xj No ❑ a)Top of bottom floor(including basement or enclosure) ��.O ft.(0) g ❑ b)Top of next higher floor /Z ft.(am IT ❑ c)Bottom of lowest horizontal structural member(V zones only) N/Q _ft.(pa) o ❑ d)Attached garage(top of slab) WA _ft-0) $ cc ❑ e)Lowest elevation of machinery and/or equipment u, servicing the building(Describe in a Comments area.) S . 5 ft.w EIf ❑ f)Lowest adjacent(finished)grade(LAG) /2 . 7 ft.(V) ❑ g)Highest adjacent(finished)grade(HAG) 9 . 0 ft.(0) rs ❑ h)No.of permanent openings(flood vents)within 1 ft.above adja,7t grade A11A L3i i)Total area of all permanent openings(flood vents)in C3.h vl sq. in.(sq.ap) J SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. /certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER Tc�cPh A . l'v ��A-o , �!L s . At TITLE T_7 COMPANY NAME _J •L•oNo� ✓2vt J o h /n 9 nv . IpscsvowfA,2 ADDRESS CITY / STATE ZIP CODE f a • de/ NV- // SIGNATURE DATE S OS—o3TELEPHONE 209-2_ Z9-2_ 0 FEMA Form 81-31,JUL 0 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces,copy the corresponding information from Section A. For Insurance Company.Use, BUILDING STREET ADDRESS(Including Apt.,Unit,Suite,and/or Bldg.No.)OR P.O.ROUTE AND BOX NO. Policy Number,. ' . ASO U�vrJA/6- N CITY STATE ZIP CODE Company MAIC Number 1eG4lw1 C_ SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official, (2)insurance agent/company,and(3)building owner. COMMENTS -I Check here if attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zone AO and Zone A(without BFE),complete Items E1.through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F,Section C must be completed. E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed– see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2.The top of the bottom floor(including basement or enclosure)of the building is I-1-1 tt•(m) L_L—lin.(cm) 1_1 above or L1 below (check one)the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagrams 6-8 with openings(see page 7),the next higher floor or elevated floor(elevation b)of the building is LI-1 tt•(m) I_I—lin.(cm)above the highest adjacent grade. Complete Items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?1_1 Yes 1_1 No 1_1 Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,C(Items C3.h and C3.i only),and E for Zone A (without a FEMA-issued or community-issued BFE)or Zone AO must sign here. The statements in Sections A, B,_C, and E are cormct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B,C(or E),and G of this Elevation Certificate. Complete the applicable item(s)and sign below. G1. 1_1 The information'in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer,or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. I_I A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3. I_I The following information(Items G4-G9)is provided for community floodplain management purposes. G4.PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7.This permit has been issued for: 1_1 New Construction 1_1 Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building is: _ft.(m)Datum: G9. BFE or(in Zone AO)depth of flooding at the building site is: _ft.(m)Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS -I Check here if attachments FEMA Form 81-31,JUL 00 REPLACES ALL PREVIOUS EDITIONS FROM :studio aib FAX NO. :212 677 7898 Jul. 02 2003 04:29PM P2 111 New F 4,h Avenue*2M 24180 Main Road studioab®eralh6nk.net Otk,NY 10003 PO.Box 444 www.no"k® ��studioeb rax 212 n 7898 tel.8 fax 631323.212 677 2887 1 27 32003 .. July 2, 2003 Building Inspector: Re: Alteration and addition to Leavitt Egan Residence Tax Map #: 1000-67-04.07 Street Address: 450 Huntington Boulevard, Peconic 1 would state that the capacity of the existing septic tank and leaching pool system is adequate for the proposed renovation, and is complying with the New York State Codes and County Standards. Sincerely, Af�j�� rfi � rti Hideaki Ariizumi, AIA Architect BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: -/�/03 APPLICANT: DATE SUBMITTED:,15_/36/03 SCTM#DISTRICT: 1.000, SECTION: 7 BLOCK: , LOT: Z _SUBDIVISION: ADDRESS: CITY: ZONING DISTRICT:,CONFORMING? BUILDING PERMITS OPEN XPIRED: PRE CO: Y OR N BP //! 7 -Z/C/0 Z- , INFO !BP L9 79/��/ -Z/C/0 Z- , INFO BP -Z/C/0 Z O / P -Z/C/0 Z- , INFO SINGLE & SEPARAT CERT CATION-REQ D NOTES: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/82 REQ. LOT SIZE: ACT. LOT SIZIJ REQ. LOT C V. b � ACT. LOT COV. L REQ. FRONT PROP. FRONT REQ SIDE ��Pa Sr ACT. SIDr4 REQ. REAR e, BROP. REAR{� REQ. HEIGHTS{PROP. HEIGHT PROJECT DESCRIPTION: C / ESTIMATED PROJECT COST: q dlrO ARCHITECT/ENGINEER: WATER FRONT? `l2 a DESCRIPTION: PANEL # la FLOOD ZONE: )( APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: Y�(BE #I� ): DTE: _/ / PERMIT TOWN SEPTIC RECEIPT: Y or N C9-, NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or -I— ME' _ /_ PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or� DTE _/ / PERMIT#: TOWN ZONING BOARD APPROVAL: YES orDTE: /_/_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or612 DTE_ /_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA):, YES or 10-1 NEW YORK STATE CODE COMPLIANCE (SERE PnAG 2) YES r NO NOTES:r n -J=' / a&A- �� IyLli► o T FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: :?` SF OTHER: -F- SF INIT OTHER TOTAL TOTAL: / t SF FEE FEE FEE 1. ( SF)- ( SF)= SFX $ =$ +$ +$ =$ 2. (-SF)- ( SF)= SFX $ =$ +$ +$ =$ 3. (-SF)- ( SF)= SF X $ =$ +$ +$ =$ FINAL TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45_,,,Wind Speed: 120MPH_� Seismic Design Category: Weathering: Severe Frost Depth:, 6" Termite:M-H,G—Decay: S-M-1 Design Temp: 11 l Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: Z TYPE OF CONSTRUCTION: DESIGN CRIT i : ENGINEERED/PRESCRIPT P� FULL FRAMING DESIGN E - /N hEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATION LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N/ EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULBO/N MEANS OF EGRESStY N PLUMBING RISER DIAGRAM.O LOCATION OF FIRE PROTECTION EQUIPMENICYN TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALq6k TOTAL COMPLIENCE�/N (RETURN TO PAGE ONE) T6S-1802 BUILDING DEPT. INSPECTION [FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: � d DATE INSPECTOR M-iso2 BUILDING DEPT. INSPECTION [ ] FOUN ON IST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: C' DATE � INSPECTOR �1 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ 1 FINAL [ ] FIREPLACE & CHIMNEY REMARKS: v c)�— ,4 AirAl` DATE l D IN8PECT0C9;,4 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ • ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ,--T FgA1MING [ ] FINAL [ FIREPLACE 8 CHIMNEY REMARKS: le,�.e� zd:d:;-:2 DATE INSPECTOR M-ieo2 suu.uINa oar. INSPECTION [ ] FOUNDATION 13T [ ] R H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE o INSPECTOR �9� 4� ass-iso2 BUILDING DEPT. INSPECTION [ ] FOUNDATION 7ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING [ FINAL [ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Cf2f. ,�ly,,j DATE � 13 Lo '( INSPECTO ��>� _ _ i 1 � - / •,_i. _ /ice I' �- ROUGH �Sii:�a� MPLUb1. 1 �.� 'tet` -«�!�/'�/-7/�� I.ii `�• Monk INSULATION PER N.y. STATE FZiMGY coDF S� 01M. -111111 nto MY, oil Now r TOWN OF SOUTHOLD � �� BUILDING PERMIT APPLICATION CHECKLIST � BUILDING DEP tr ENT f Do you have or need the following„yefore applying? TOWN HALL Board of Health SOUTHOLD, 11971 - n 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined_ 7 -2 20 03 Contact: Approved 7`3 ,220__Q3Mail to:5 4j l 0 qA 1/ Disapproved a/c /it fvy.-A Ave, JM #L'h 161403 Phone:Z 1 i f(7 7- Expiration20QS �J(�,�1�f� ; 7/R-- Building R-Building Inspector APPLICATION FOR BUILDING PERMIT Date �d , 200 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit auth prized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises-VAV L,6A1/1T T (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: L4 so 1404 156& g T&I vd Re con 1 House Number 4treet Hamlet County Tax Ma No. 1000 Section Block V q Lot d 7 Subdivision ee on ( C� S nee 5 Filed Map No. _Lot $3 , a. 0 (Name) r e 2. State existing' and occupancy of premises and i tended use and occupancy of proposed cons�wction: a. Existing use and occupancy 0 1 b. Intended use and occupancy CA e 4vwl 3. Nature of work(check which applicable): New Building Addition t,,/ Alteration le"" Repair Removal Demolition Other Work (Description) 4. Estimated CostAx.-r-0, Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. AIA 7. Dimensions of existing structures, if any: Front 3-] Rear 3`7 . Depth s• Height 1.3 Number of Stories 1 Dimensions of same structure with alter a ions or additions: Front Rear „3 Depth 3 91 Height . s' Number of Stories at 8. Dimensions of entirenew construction: Front Ald Rear A14 Depth AIA Height 1414 Number of Stories 9. Size of lot: Front 136- Rear / 3 5 Depth SAO 10. Date of Purchase 0 Name of Former Owner 11. Zone or use district in which premises are situated D 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO // __ t.0. a0X 3i 'Pecvc, 14. Names of Owner of premises�0qA (eR,y c� Address Oro �fyn 4ih'40 ,"„03/y-hone No-7 GS- l Slfl3 Name of Architect s-f u t o o-/,6 Addressf O Lao v `-61q.0 ri en t Phone No A,2-3- i g z(4 Name of Contractor Address Phone 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 * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF //) m jqA) Li L!AV l T T being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the DI.I)V1 01 (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 thi day of a 2003 0 �Notary Public Signature of Applicant JOYCE M.VVILKINS Notary Public,State of New Yorfc No.4952246,Suffolk Co�y� v Term Expires June 12, W 0 c •-6'�y�gZ�-I L2'-'Z8-L2'-6 'V + R.O. R.O. Y �N 2 6'-6, PO.�• GWB ON 112'PLYW SHEATHING I�--g • ON THIS WALL 14-] " I R.O. f•��N y"" `�.' r � 21 20'-q GAS 11 RE11.1E I I I INSTALL J L J SOUNDPROOF 3 2'-2 INSULATION m INBATHROOM I PARTITION SUPPLY AIR DUCT Z i SPACE ' Q RETURN AIR WATERSUPPLY iy r DUCT SPACE AND WASTE ire w in _q -9 N METAL CHIMNEY z I FOR FURNACE U 4 00, 00 1N � � I N IA N O Z 3',/ -T p aT lJ 3 • _ R.O. 36'-11' EDICD AF111 I<, c'yi o OA � x <�A p �3 LEAVITT/NILSON RESIDENCE scale 1/8"=1'-0" project#0219 FIRST FLOOR PLAN A3 ad2 date: 10/5/03 studio alb 111 Fourth Ave.#21M New York,NY 10003 tel.212 677 2887 fax 212 677 7898 24190 Main Road,PO Box 444 Orient,NY 11957 tel.&fax 631 323 1426 20'-112' 4"X16"VENT WITH 1/4"SCREENED MESH,TYP. CV NEW FOUNDATION CUT OUT EXISTING FOUNDATION WALL 18"X 24"MIN.FOR ACCESS REQUIREMENT © D 0 0 0 EXISTING 6" CRAWL SPACE NEW FOUNDATION FOR o CEXISTING CHIMNEY CMU PIER 0 O EXISTING p BASEMENT 19 CV p r O O O NEW 3"DIA.STEEL COLUMN FOUNDATION PLAN BELOW NEW COLUMN ABOVE ON NEW CONCREET PAD 24"X 24"X 12" W/344 RE-BAR EACH WAY ,,?,ED ARCyi 5/8"DIA.ANCHOR BOLT � � Aq//�,G ® SIMPSON HD5A HOLDOWN OR EQUA o SIMPSON PAHD42 HOLDOWN OR EQ / Z EMBEDED 10"INTO GROUTED CELL NOTE: dy INSTALL#4 RE-BAR VERTICALLY @ 48"O. 0291 (�Q IN GROUTED CELLS F l0 W07 LEAVITT/NILSON RESIDENCE scale 1/8"=1'-0" project#0219 FOUNDATION PLAN S1 . 1 ad2 date: 10/5/03 studio a/b 111 Fourth Ave.#2M New York,NY 10003 tel.212 677 2887 fax 212 677 7898 24190 Main Road,PO Box 444 Orient,NY 11957 tel.&fax 631323 1426 OC D BLOCKING IN FIRST 19' TWO JOISTS, 1-11—" @ 48"O.C.TYP. r24' 5 2-2X10 FOR CRAWL SPACE ACCESS ROUTE NEiy 2X1p INSTALL 2X6 STUDS @16-1 O.0. @ 12"O.C. N i BELOW THE NEW 04 CANTILEVERED FLOOR JOISTS 2-2xX BELOW JOISTS —EVFA ON NEW 2X4 ACQ SIL z ON NEW FOUNDATIOIN WALL Q INSTALL w o 0 1 u 1 1 4 BLOCKING IN FIRST 0 2X10 BAND JOIST TWO JOISTS, (O ADD 3-2X8 TO @ 48"O.C., EXISTING JOIST ALL PERIMETER,AND BELOW COLU NS&PARTITIONS TO BE 4-2X8 GIRDER TYP @ JOIST LEVEL 7 EXISTING NEW 2X8 @16"C.C. 2X8 @16"O.C. EXISTING f` ,aa 3-2X8 GIRDER / BELOW JOIST LEVEL/ GOA' ov EXISTING 2X8 @16"O.C. FIRST FLOOR DECKING PLAN INSTALL 2X6 STUDS @ 12"O.C. L 1/8"=1'-O" BELOW THE NEW CANTILEVERED FLOOR JOISTS ARC ARJ y�>1 k r 0237 ` r LEAVITT/NILSON RESIDENCE scale 1/8"=1'-0" project#0219 FIRST FLOOR DECKING PLAN S1 .2 ad2 date: 10/5/03 studio a/b 111 Fourth Ave.#2M New York,NY 10003 tel.212 677 2887 fax 212 677 7898 24190 Main Road,PO Box 444 Orient,NY 11957 tel.&fax 631323 1426 A B D 5 a. w w 0 v U o � L LO N H @ 4.1 4 HEADER 2-2X10 HEADER 2-2X10 BLOCKING IN FIRST O RAFTERS, INSTAL ADDITIONAL 2X4 STUDS 48"O.C.TYP. @ 12"O.C. BELOW THE NEW 1 1/4"TIMBERSTRAND LSL CANTILEEVERED FLOORJOISTS RIM BOARD 2@ 0 @ JOISTS LEVEL O C a TYP.@ TJI PERIMETER z w z p w v U a 0 O JR + RIDGE BEAM > U) - -}rO 04 2 MICRO 1 3/4"X 14" %L `-' g%L IY H 3 Rs Cl) 0 2@ 0 G. 2 1 BAND JOIST 1 1/4"TIMBERSTRAND LSL @ JOISTS LEVEL 1 SECOND FLOOR DECKING PLAN ��EI ARcy,� SCALE 1/8"=1'-0" �Q AH��G <(` �O A SIMPSON HD2A HOLDOWN OR EQUAL WALL TO WALL CONNECTION 37�� OQ� F (V� f 3 LEAVITT/NILSON RESIDENCE scale 1/8"=1'-0" project#0219 SECOND FLOOR DECKING PLAN S2. 1 ad3 date: 10/6/03 studio afb 111 Fourth Ave.#2M New York,NY 10003 tel.212 677 2887 fax 212 677 7898 24190 Main Road,PO Box 444 Orient,NY 11957 tel.&fax 631 323 1426 B C D 5 2 11 " LL 19' 0 2X Q Rafter Ties @ "D.C. w 2X6 @ 16"O.C. o� —X 4.1 fq 4 / BLOCKING IN FIRST \ TWO RAFTERS, \ @ 48"O.C.,TYP. \ / 2X10 RAFTERS @ 16"O.C. RI G B 4-MICRO 1 3/4"X 14 3 0 GIRDER N 2-MICRO 1/4" 1 HEADER 3-2X8 (� ROOF DECKING PLAN L SCALE 1/8"=1'-0" RED AIgC,y G •,�9,�. �237� pY 03 LEAVITUNILSON RESIDENCE scale 1/8"=1'-0" project#0219 SECOND FLOOR ROOF DECKING PLAN S2.2 ad3 date: 10/6/03 studio alb 111 Fourth Ave.#2M New York,NY 10003 tel.212 677 2887 fax 212 677 7898 24190 Main Road,PO Box 444 Orient,NY 11957 tel.8 fax 631 323 1426 NEW 2FL 1x8 STUDS,"------- END JOIST 1 114'20 GAGE STRAP ---------------- W1 8d COMMON NAILS AS PER SCHEDULE TVP. 1 Ile 20 GAGE S W/Sd COMMON NAILS AS PER SCHEDULE TVR 5/8'DIA.ANCHOR BOLT ® 72'0.C.MAX. ��RED ARCM �Fe' NEW FOUNDATION TO WALL, TO WALL QQ� O LEAVITT/NILSON RESIDENCE scale 1/2"=1'-0" project#0219 TYP. STRUCTURAL CONNECTIONS S4. 1 ad2 date: 10/5/03 studio a/b 111 Fourth Ave.#2M New York,NY 10003 tel.212 677 2887 fax 212 677 7898 24190 Main Road,PO Box 444 Orient,NY 11957 tel.&fax 631 323 1426 I 1/4'20 GAGE S W/Sd COMMON NAILS AS PER SCHEDULE NP. 1 1/4'20 GAGE S W/Sd COMMON NAILS SIMPSON PAHD 42 OR EQUAL AS PER SCHEDULE W/11-16d COMMON NAILS TYR SIMPSON PAHD 42 OR EQUAL W/11-16d COMMON NAILS �—D ARC EXISTING FOUNDATION TO WALL �� AR n LEAVITT/NILSON RESIDENCE scale 1/211=1.41 project 0219 TYP. STRUCTURAL CONNECTIONS 54.2 ad2 date: 10/5/03 studio a/b 111 Fourth Ave.#2M New York,NY 10003 tel.212 677 2887 fax 212 677 7898 24190 Main Road,PO Box 444 Orient,NY 11957 tel.&fax 631 323 1426 DIVISION 6 WOOD AND PLASTIC 06100 ROUGH CARPENTRY Structural Wood Framing: Use Grade Specie Note Floor Joists No.2 Douglas-Fir Larch or Use Wood I-Joists as par Drawings Girder Southern Pine,or better Use Laminated Veneer Lumber(LVL or MICRO) Roof Framing As par Drawings Blocking Plates,Sill Bridging Headers and No.2 Douglas-Fir Larch or Sills Southern Pine,or better Window# Use Grade Min.#-Size-Specie Nailing at each end #of Jack Studs Typical Windows Header #2 2-2x6 3-16d 1 Sill #2 1-2x6,Flat use 2-16d Window#1,6 Header #2 2-Micro 1 3/4"x 7 '/a" 8-16d 2 Sill #2 1-2x6,Flat use 3-16d Window#2 Header #2 2-Micro 1 3/4"x 7 `/4" 6-16d 2 Sill #2 1-2x6,Flat use 3-16d Window#3 Header #2 2-2x10 3-16d 2 Sill #2 1-2x6,Flat use 2-16d Window#4 Header #2 2-2x6 2-16d 1 Sill #2 1-2x6,Flat use 3-16d Window#5 Header #2 2-Micro 1 3/4"x 9'/4" 6-16d 2 Sill #2 1-2x6,Flat use 3-16d Window#10 Header #2 2-Micro 1 3/4"x 7 '/4" 9-16d 1 Archway Window#10 Header #2 3-2x8 9-16d 1 Sill #2 2-2x6,Flat use 3-16d Window#19 Header #2 2-2x8 5-16d 2 Sill #2 1-2x6,Flat use 2-16d Archway Header #2 2-2x10 5-16d 1 Dining East Interior Non-load- Header #2 1-2x4,Flat use 1 bearing wall, Wall Studs Studs Douglas-Fir Larch or Southern Pine,or better Laminated Veneer Lumber:Trus Joist Corporation`Micro=Lam Lumber' or approved equal. Wood I-Joist:Trus Joist Corporation`TJI' or approved equal. Plywood Sheathing: Use Type San Rating Thickness Roof sheathing Sheathing Grade,C-C,C-D 24/16 7/16" Wall sheathing Sheathing Grade,C-C,C-D 32/16 15/32" Floor sheathing Sheathing Grade,C-C,C-D 40/20 19/32" 'cc 4 3 4 0� DIVISION 6 WOOD AND PLASTIC 06100 ROUGH CARPENTRY(cont.) Connectors,Hangers: Use Type Fasteners/Locations Ridge Connection Strap 1 '/a"20 gage strap 2-8d Common nails at each end Roof-to-Wall Connection Strap 1 '/4"20 gage strap 4-8d Common nails at each end Wall-to-Wall Uplift Strap 1 '/d'20 gage strap 3-8d Common nails at each end Wall-to-Foundation 1 '/4"20 gage strap 3-8d Common nails at each end Joist Hanger Simpson ITT,U or HU Anchor Bolt 5/8"Dia. Spacing max.72", 12"max.from each comer and end of sill plate Hold downs 1 FL: Simpson HDBA See 5-1.1 ad2 for locations orequal Fasteners as per Manufacturer's directions For existing foundation: See S-1.1 ad2 for locations Simpson PAHD42 or Fasteners as per Manufacturer's directions equal 2 FL: Simpson HD2A See S-2.1 ad3 for locations orequal Fasteners as per Manufacturer's directions BRED) Ak(' C? EPI ARS/�G/�� } r -A t 1[ Y Or- 4 6_4 DIVISION 6 WOOD AND PLASTIC 06100 ROUGH CARPENTRY(cont.) Nailing Schedule: Joint Description I Number of Nails Nail Spacing Roof Framing Rafter to Top Plate Toe-nailed 2-8d per rafter Rafter Tie to Rafter Face-nailed 5-16d per tie Blocking to Rafter Toe-nailed 2-8d each end Rim Board to Rafter End-nailed 2-16d each end WALL FRAMING Top Plate to Top Plate Face-nailed 2-16d per foot Top Plates at Intersections Face-nailed 4-16d joints-each side Stud to Stud Face-nailed 2-16d 24"o.c. Header to Header Face-nailed 16d 16"o.c.along edges Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud 3-16d per 2x6 stud Bottom Plate to Floor joist,Bandjoist,Endjoist or Blocking 2-16d per foot Face-nailed FLOOR FRAMING Joist to Sill,Top Plate or Girder Toe-nailed 4-8d perjoist Bridging to Joist Toe-nailed 2-8d each end Blocking to Joist Toe-nailed 2-8d each end Blocking to Sill or Top Plate Toe-nailed 3-16d each block Ledger Strip to Beam Face-nailed 3-16d each joist Joist on Ledger to Beam Toe-nailed 3-8d perjoist Band Joist to Joist End-nailed 3-16d perjoist Band Joist to Sill or Top Plate Toe-nailed 2-16d per foot ROOF SHEATHING Structural Panels 8d 4"edge/6"field CEILING SHEATHING Gypsum Wallboard 5d coolers 7"edge/ 10"field WALL SHEATHING 8d 1FL West-end wall Structural Panels 1FL Enclosed Porch North 2"edge/ 12"field Other 1 FL walls 3"edge/ 12"field 2FL: 6"edge/ 12"field FLOOR SHEATHING Structural Panels 8d 6"edge/ 12"fie ti��D A i .A 5 � C0 DIVISION 7 THERMAL AND MOISTURE PROTECTION INSULATION SCHEDULE Location Insulation Note Ceiling cathedral ceiling 8'/4"R30C Batt insulation flat ceiling with attic 8 1/4"R30c or 9'/2"R30 Batt insulation,continuous Wall New 2x6 exterior walls 6'/4"R19 Batt insulation Floor 2FL new cantilevered floors 8'/4"R30c or 9'h"R30 Batt Install if not existing 1171,floor over basement or crawls ace insulation 92ED a4FR? L,y�T rr r 6 ` °3 2 Vin, 32" 12'-92" R.O. I 1 '-V I I 32" I I GAS FIREPLACE -iN 2 I j w — — 2 I z `IN — — Q 04 METAL CHIMNEY z I FOR FURNACE U I N I I I I P I I I I r I I I I I i 7 I I L — J L - -1 31-1" 21"/l 31 15' 10" 2 I L - - - — LEAVITT/NILSON RESIDENCE scale 1/4"=1'-0" project#0219 CHIMNEY CHASE REVISION, FIRST FLOOR PLAN AD-010 date:8/30/03 studio alb 111 fourth Ave.*2M New York,NY 10003 tel.212 677 2887 fax 212 677 7896 24190 Main Road,PO Bou 444 Orient,NY 11957 MIA fax 631 3231426 TO BE DETERMINED BY OWNER GAS FIREPLACE OWNER SUPPLIED EXISTIN 3 3"TRIM 3"BASE rCH EXISTING LIVING NORTH LIVING, DINING E LEAVITTMILSON RESIDENCE scale 1/8"=r-o" project#0219 FIREPLACE REVISION, INTERIOR ELEVATION AD-011 date:8/30/03 studio alb 111 Fourth Ave.#2M New York,NY 10003 tel.212 677 2887 fax 212 677 7898 24190 Mein Road,PO Box 444 Orient,NY 11957 tel.&fax 831323 1426 / / \ C22 / 8 21 5 0 GAS VENT OO NORTH 1 10 11 12 O O 2 WEST LEAVITUNILSON RESIDENCE scale-*M"=1'-0" project#0219 CHIMNEY CHASE REVISION, ELEVATIONS Y� AD-0 12 date: 8/30/03 studio alb 111 Fourth Ave.#2M New York,NY 10003 tet.212 677 2887 fax 212 677 7898 24190 Man Road,PO Bou 444 Orient,NY 11957 tel.&fax 631 3231426 ihr� 1.1 ;a:ir 7B:'•7 4LL iEItJE f3 Lt LF,, 1`4UE U 4 Stop Z. Framing the Fireplace Fireplace karrnng can be bunt before or ear the Orsp*ov is Clif/TlON: MEASURE FIREPLACE DIMPIV SJOIVS AND set in plata Framing shWd be poeRWW to sommmo- VERIFY FRAMING MET"ODS AND WALL COVERING date+dill cov"rigle aril fireplace fecing meterlsl The dis- DETAILS SEFORE FRAMING gram below shows fremirtg mftm Trce dirt iOM. C"Owl center pa 19"x 12" Yef19 M}1rWr1� holes Irx top aw rear venting The center of ane hole is one(1)incm(25.4mrn)wbove the center of 9tre horizon9Ml went pope ! c i J ti - oldd e�....... s1-1rz `fir. a r } Framing shoWd be d 54-912" wrrsfruteted pt 2 X s 24. lumber or heewrer. F• 48`1172' 'Studs lebeled'F`are noinitw rry 10 jv. —v twee wrvwanni nennnn y Ciera Stene K1116(BMSeM2, " ISE M66GS2.O RSt 05z) 112"CLLARANCE F1iOOP BACK OF Flit6M ACE TO COWWJILTPeLE a 04 F"rsea FROM■oTN eXISs�sa OF FME►I.AC[ to COMeUSTOL!' ra IND MF1�iFk l M"CIEAPAWCA TO —�a-c�twnt.wra FRANIOW ME06F R # Figuts 3. Framing birnsinslons �t STRUCTURAL DESIGN CALCULATIONS Projed L#*AWN tResidence Date 41171 TABLE OF CONTENTS PAGE 1 ROOF FRAMING 2 1.1 Rafters 3 1.2 '; a Beams 1.3 Cetli Joists 4 14 Heel Joint Connection for use of Ceiling Joists and Rafter Ties 1.5 Roos Sheathin 1.5.1 Roof SheathIn S ns 5 1.5.2 Roof Sheathing Shear Capacity 1.8 Wood I-Joist Roof Systems 1.7 Wood Roof Truss System 8 1.8 Wood Roos Truss S stem 2 ROOF CONNECTIONS 2 1 Lateral and Shear Connection Roof Assembly to Wall Assembly 2.2 U ift Connections 2.2.1 U lift Coonerr IBon,Roof to Wall 7 2.2.2 Rake,Non Loadbearin Wall Assemblies 2 2—3Roof Sheathing Attachment Uplift Capacity 8 12—4gidge Connection 3 WALL FRAMING g 3.1 Wood Studs 31 1 Exterior We Stud Bending Stress from Wind Loads 10 3.1.2 Exterior Bearing Wall Stud Compression Stresses from Gravity Loads 3.1.3 Interior Loadbearing Wall Stud Compression Stresses trom Gravity Loads 11 3.2 Wall 0 I 41 3.3 Wall Sheamin 3.3.1 Sheath' Spans 42 3.3.2 Shear Wall 4 WALL CONNECTIONS so 4.1—Lateral Shear Connections,Wall to Floor,Floor to Wall,Wall to Sill Plate 4.2 Uplift Connection Loads for was to Wall from Wind 51 4.3 uplift Connection Loads Tor Wall to Sill Plate from Wind 52 4.4 AnchorBafts 4.5 TOP Plate to Plate Connection 53 4.8 "-.—a54 4 7 Wall Sheathing AttachmentSuction Load Capacity 5 Floor Framing 55 5.1 Floor Joists 57 513 5.2 Sheath' thing SS ns Floor Sheahear Capacity 5.4 Attic usuing sheathing shear Capacity when Attic Floor is bracing gable end 8 Naill Schedule 58 DESIGN LOAD TABLE ARG.�� 0�A 7, >9T 02318 y0 F OF N 1 ROOF FRAMING 1 1 Rafters Addition West Portion Use conservatively same member for East Portion 45 psf Ground Snow Load: 12 psf Live Load: 15 psf Dead Load: 120 mph Exp. Three second ust windspeed: 100 mph Fastest Mile Wind speed 12 9 ft Re uired Span(Horizontal Projection): Rafters deflection desi nation: U 240 pef max. U790:s >=3/12,No finished ceilin attached to rafters U240:other than above an Adjustment Factors: 1 Wind Factor Fw= 0.00 ft :Hc: ertical distance of rafter tie location above wall plate 5.36 ft op of ridge from wall plate 0:00r vz 1.00Thrust FactorFt=11/(4x(Hc1Hr)x(2-(HC" _ Required Value: E r_ I(1/Det)XbWW L/(38410 lin'WNIebd'/12 www w w.L(wind adj.)=L(actualyFw L(thrust adj)=L(actualvFt Def max. Selection of Species,Grade and Spacing: Spacing 1 !16::in. S as Douglas Fir-Larch Adjustment Factors U. RuA um Wet sere s Repatd-M-6-L..d Dur.twn SMr Strep Grade, Cr CD C+H Size 202 CF 1.1 Cfu t CM 1 1.15 1.15 1 b d 2ct2 snow N• 1.5 .11.25 r»:z.2ztz not Aer not w.t rePetlOv, Fb875 Required Wind adjusted LL adjusted OK 1273" in fb>= 628 628' Fb adj -323,771 323,771 OK. E I1,600,000 psi E>= Spacing 16 in. S cies Hem-Fir Adjustment Factors S� FW uw W N Sans- RePOOM Maher l o d Durafion Btra Strap Grade, CM Cr C CH Size 2X12 CF Cfu 1 1 1.15 1:15 1 b ' 1.5 11.25 wos.2.tz nanr rptwM repeaNe,Zfrt2 Snow Ne Fb 850 Required Wind adjusted LL adjusted OK 1237 in fb>= 629 628 Fb ad' 32$771 323,771 OK E 1,300,000..Psi E>= Spacing 1 16 in. Southem pine Ad'ustment Factors �, FIM.. Wet saNce RapeWw Maros Lo.d Duration Shea Supe Grade. Cfu CM Cr C CH Size 2X10 CF 1 1 1 1.2 1.15 1 b dN. 1.5 - 9.25 Ho.z,zz+o not nr wt repetltlw.2K10 Snow t�rOp Required Wind adjusted LL adjusted OK Fb ad' 2070 in, ib>= 930 930 OK E 1,600,000 psi E>= 582,466 582,466 Spacing 16 in. SPS S ce-Pine-Fir Adjustment Factors yr, FIM up we serwu ttapeetNe Mamba ln.d Dur.eon Shea Strp. 12 Gfade, Cr Cp C+H Size 2X12 CF 1.1 Cfu 1 CM 1 1.15 1.15 1 b d 202 snow N• 1.5 . 11.25 No.2,2112 notes. f°p°s"• Fb 875 Required Wind adjusted LL adjusted OK 1273 in' fb>= 629 628 Fb ad' OK 1,400,000 Ps323,771 323,771 E i E>= 2 � L 12 Ridae Beams Addition West Portion No rdge Beam is used in East Portion Ground Snow Load: 45 psf Live Load: 12 psf Dead Load: 15 psf Required Span: 20.0 ft. Spacing: 12.875 it. Def.Max U 240 Selection of Member comp.# 4 Species :Micro Grade, Size b d 1 314 14 Required Properties: Fb 2,546 in fb>= w wl /(BS)= 2035, OK E 1 7,000,011014 psi I E>= (1/Det)c5wb,,.L/(3841)= 699,3131 OK 1.3 Ceilina Joists Middle part in West Portion Live Load: _10 psf Dead Load: 6.4 psf Required Span: 11.2 ft. Deflection U 240 Selection of Specie,Grade,Size,and Spacing: Spacing 16 in. Species Douglas Fir-Larch Adjustment Factors Grade, #2 sire IIIF ux wet serNce RepebtN Member wad Darrion she.eves Size 2X6 CF Cfu CM Cr CD CH b d 1 1 1 1.35 ,.1 1 1.51 5.5 Not,2X5 not Ilei not wet repeftm,2ae 10 yrs,Occupmcy rde Fb 875 `ft Required Fb adj 1181 in fb>= wtarL os)= 542 E 1,600,000 psi E>= (1/Def)c5wr,,.l./(3841)= ':401,720: OK Spacing 16 in. Species Hem-Fir Adjustment Factors Grade, #2 siva Flet use wet S.vice R,.W.a Member Load Duration She.Saco Size 2X6 CF CfU 1CM Icr CD CH b d 1 11 11 1.35 1 1 1.5 :.. 5.5 Ne.2.tae - nor er Inotwet.. repe00w,24 10yrs.Occup—y n/a. Eb850 Required ad' 1146 in' fb>= w1e yL/(8S)= 542 E 1,300,000 psi I E>= (1/Det)c5wi.L/(3841)= 401;720 OK Spacing 16 in. Species South Pine Adjustment Factors Grade, #2 site FW use we Sarwee R.p.wwe M.mn.wad Darebon Sher Stress Size 2X6 CF CfU CM Cr CD CH b Id I 1 1 1 1.35 1 1 1.51 5:5 w.2,24 not flet not wet IrepeMe.24 10 ym Ocwp.wy rda Fb 1500 J Required Fb ad' 2025 in' fb>= w, !-/(BS)= 542 E 1,600,000. psi E>= (1/Def)c5wr,X/(3841)= x401,720- OK. Spacing 16 in. Species S ruce-Pine-Flr Adjustment Factors Grade, #2 Sim Flet use wet Senior I Repetir a Memcer wad Darrion she.saes Size 2X6 CF Cfu CM JCr CD CH b d 1 1I 11 1.35. 1 1 1.5 5.5 No.2,2ae voter notwet etirre rep ,2ae 10y..0ccup.tcy N. Fb 875 Required Fb adj 1181 in' fb>= W.WL/(8S)= 542 E 1,400,000 1 psi E>= (1/Def)x5wr,,,L/(3841)= 401;720 OK 3 1.4 Heel Joint Connection for use of Cellina Joists and Rafter Ties Addition East Portion Rafter Slope 51/12 Roof Span 21.0 ft Rafers Spacing 16 in. Dead Load DL 15 psf. Ground Snow Load Sgr 45 psf. Total Load= DL+0.7xSgrx1A= 49.7 Summing moments around Right Heel Joint=0 Rwit. 521:3 Summing moments about the ridge=0. cutting a section @ ridge Thurust Connection Load T= 625:6 plf Hc:Vertical distance of rafter tie location above wall plate 1.33 ft Hr.Top of ridge from wall plate 5.36 ft Hc/Hr 0.25 Thurust Connection Load adjusted for Raised Rafter Ties T/(1-Hc/Hr) 833 plf Thurust Connection Load per Rafter 11.10 lbs Common Nail Single Shear Design Values Framing Species FG-7.49 16d capacity 221 lbs Number of 16d nails S0 1.5 Roof Sheathing 1.5.1 Roof Sheathing Soans Ground Snow Load: 45 psf Live Load: 12 psi Dead Load: 15 psf DL resisting Uplift 10 psf Three second gust windspeed: 120 mph Exp. B� Fastest Mile Wind speed V 100 mph Mean Roof Height MRH 22.5 Wind suction Load velocity pressure at mean roof height q= 0.00256x(V 133)"= 22.9 psf pressure coefficents GCp: perimeter zone GCp= -1.8-1.7x(log(A/100))/{log(10/100))= -2.99 assumimng A=20 ft`:minimum area of premiter edge panel interior zone GCp= -1.4-0.5x(log(A/100)y(log(10/100))= -1.65 assuming A=32 ft2:area of internal panel monoslope roof suction: perimeter zone p= (suction) gxGCp= ` -68157 lbs interior zone p= (suction) gxGCp= -37.80" dualslope roof suction: Perimiter Edge Zone p= (suction) 0.82xp(monoslope)= -58:2 lbs Interior Zone p= (suction) 0.82xp(monosl = -31.0 MRH Adjustment Facor 1 1 Dual-slope or monoslope Roof (dual or mono) dual Dual-slope or monoslope Roof Adjustment Factor '^ '1 Combination Load of Wind Suction Load(adjusted)and Gravity Loard Perimiter Edge Zone 46.2 Interior Zone 21.0 Combination of Snow Load and Dead Load 60.0 Rafter truss S cing 18:0 ft. Sheathing ype(wood sWeWreI panel or board sheathing): 1wood panel Selection of Min.Grade 8 Thickness of Roof Sheathing wind Grade 2010 IThickness 5116 in. LL Grade I2010 Thickness 5116 in. 4 1.52 Roof Sheathing Shear CaGacity Three second gust windspeed: 120 mph Exp. 0 Fastest Mile Wind speed V 100 mph Mean Roof Height MRH 22.5 Roof Angle 5/12 `2262 deg Building width W 25 Ift Wall height Fl d 8 fft Lateral Diaphragm Load from wind Wind perpendicular to Ridge pressure on wall p=q(GCp) q=0.00256xV x(MRHl33)'= 22.95 psf Calculate wall forces Interior Zone End Zone Windward 1 Leeward Windward Leeward GCp 0.4 -0.7 0.7 -0.95 1995SBC P 9.2 -16.1 16.1 6:-21.8 total 25.2 "37.9 Calculate average pressure on wall W=Building width Z=End Zone length=10%of min.building dimension but not less than 3 ft X=2xZ= 6' P.M= (P.4xx+P.X(W-XYW 28.3 1 psf Calculate Roof Forces Inter or Zone End Zone Windward Leeward Windward Leeward GCp -0.75 -0.75 -1 -1 1995SBC p 17.2 -17.2 22.9 -22.9 total 0 0 average pressure on roof pry (p.mxX+pax(W-XYW w„a= pwmx 1/2 x(Hwall)+p,..r= 113 plf wn..r= p,mx(Hwall+l)= 254 plf Wind parallel to Ridge pressure on wall p=q(GCp) q=0.00256xV`x(MRH/33)"= 22.95 psf Calculate wall forces Interior Zone End Zone Windward I Leeward Windward Leeward GCp 0.25 -0.65 0.5 -0.7 19MBC p 5.7 42.6 11.5 -16.1 total 18.4 2T.5 Calculate average pressure on wall W=Building width Z=End Zone length=10%of min.building dimension but not less than 3 ft X=2xZ= 8 PI= (P..axX+pwx(W-XYW 20 8 psf "/mer= P..x(N.wYW+P.a x(H..r2)_ -1:11 plf we-= P.rx(Hwall+l)= 185 plf Referential Note: Roof Diaphragm Bracing Fastest-mile Wind Spped>90with NO Attic Floor or ceiling diaphgram Bkxdci required (WFCM2.5.5)I vAth Attic Floor or ceiling diaphgram Blocking NOT required Fastest-mile Wind Spped-90 Selection of Sheathing&Nailing Framing Species grayNy gray' Grade Nall Size Thickness Douglas-Fir-Larch 0.50 Sheathing Grade,C-C,C-D,DSS 8d 318 Hem-Fir 0.43 Sheathing Grade,C-C,C-0,OSB 8d 318 Southern Pine 0.55 Sheathing Grade,C-C,C-D,OSB 8d 318 Spruce-Pine-Fir 0.42 Sheathing Grade,C-C,C-D,OSB 8d 318 1.6 Wood I-Joist Roof Systems WA manufacturers code evaluation report 1.7 Wood Roof Truss System N/A 5 1.8 Roof Diaphraam Bracing Use solid blocking in the first 2-bays of rafter framing @ 4'-0"O.C. 2 ROOF CONNECTIONS 2.1 Lateral and Shear Connection Roof Assembly to Wall Assembly Three second gust windspeed: 120 mph Exp.0 Fastest Mile Wind speed 100 mph Rafter/Ceiling Joist Spacing 16 in. Wall Height: 8 ft. Mean Roof Height 22:5 ft Lateral and Shear Connection Loads for Rafter/Ceiling Joist to Top Plate v.b*r pr...r••a root negM 0.00256xV x(MRH/33)"= 22:9 psf GCa(End Zone)= -1.1-0.4x{log(A/500)y(log(10/500))_ -1423 pmax= gxGCpf= -32.64 lbs W= -131 pff per joistspacng (suction) -174 lbs Load per taming members,adjusted with Mean Roof Height 174 lbs,suction Required number of 8d Common Nails Framing Species gravity in each rafter/ceiling joist to top plate Douglas-Fir-Larch 0.50 1 Toe-nail connection: Hem-Fir 0.43 2 Toe-nail Southern Pine 0.55 1 Toe-nail Spruce-Pine-Fir 0.42 2 Toe-nail 22 Uplift Connections 22.1 Uplift Coonection.Roof to Wall Three second gust windspeed: 120 mph Exp.r J Fastest Mile Wind speed 100 mph Rafter/Ceiling Joist Spacing 16 in. Rafter/Ceiling Assembly Dead Load 15 PK Dead Load resisting UpLift 10 Roof Span 25.75 ft Overhang length 2 ft Roof Slope 5 /12 Mean Roof Heigh 22.5 ft q= 0.00256x x(MRH/33 = 22.9 psf Windward Overhang GCP= GG'.-1.5 Windward Roof GCp= -1.4 Leeward Overhang GCp= -1 Leeward Roof GCp= -1 W.O. Pressure Pw0= gxGCp= -34.4 psf W.R.Pressure Pwr= gxGCp= -32.1 L.O.Pressure Plo= gxGCp= -22.9 L.R.Pressure Plr= gxGC = =`-22.9 W.O.Vertical Load VWo= X8.8 Ib W.R.Vertical Load Vwr= -413:6 L.O.Vertical load Vlo= -45.9 L.R.Vertical Load Vlr= -295.4 W.O.Horizontal Load HWo= -28.7 Ib W.R.Horizontal Load Hwr= -172.3 L.O.Horizontal Load Hlo= -19.1 L.R.Horizontal Load Hlr= =123:1 W.O.Dead Load Rwo= 20.0 Ib W.R.Dead Load Rwr= 128.8 L.O.Dead Load Rio= 20.0 L.R.Dead Load Rlr= 128.8 Fw= -300pff Fw:Required Uplift Connection Loads for Roof to Wall from Wind 1 31 Pff Uplift Loads per connection 400 lbs Required number of 8d Common Nails Framing Species gravel in each end of 1-114"x 20 gage strap: Douglas-Fir-Larch 0.50 4 Hem-Fir 0.43 6 Southern Pine 0.55 4 Spruce-Pine-Fir 0.42 6 2.2.2 Rake Non-Loadbearina Wall Assemblies 6 Three second gust windspeed: 120 mph Exp.0 Fastest Mile Wind speed V 100 mph Mean Roof Height MRH 22.5 ft Monoslope(1)or Dual-slope(2) 2 Rake overhang Length 12 in. Use: Lookout Block Outlooker LBlock spacing 1Ift in. Outlooker or Lookout Block length ft Outlooker or Lookout Block overhanglength velocity pressure at mean roof height q= 0.00256xV x(MRH/33)"= 22.9 psf GC End Zone)= -1.8-1.7x 4 (A/100))/f1og(10/100))= -2.99 Monoslope roof suction pressure: xGC = -88.57 psf Dual-slope Roof suction pressure 38.23,psf Reaction at top of gable and wall: R= 28 pff Required Outlooker or Lookout Block connection capacity. F= 37 lbs at each outlooker Selection of Outlooker connector Simpson H2 or equal WA 2.2.3 Roof Sheathing Attachment,Uplift Capacity Three second gust windspeed: I 120 mph Exp.0 Fastest Mile Wind speed 100mph Mean Roof Height 22.5 ft BuildingLength,min. Lmin. 21 ft Roof Sheathing Suction Loads velocity pressure at mean roof height q= 0.00256xV x(MRH/33)" 22.9 psf End Zone Z 10%oft-min.,not less than 3 ft Z= 3.0 ft End Zone Panel Area Aend= 12.0 W Interior Zone Panel Area Aintedor- 32.0 ft` perimeter zone GC,= -1.6-1.7x{log(A/100))/{log(10/100))= -3.37 interior zone GC = -1.4-0.5x 0 (A/100) (10/100))= -1.65 monoslope roof suction load perimeter zone p= qxGCpf= -77.22 psf interior zone P= gxGC f= -37.80 psf dualslope roof suction load perimeter zone xGC f= " -63.3 psf interior zone P= gxGCpf= -31.0 psf Perimeter Edge Zone - 63:3 psf Interior Zone 31;0 psf Selection of Roof Sheathing Attachments Rafter/Truss Spacing: 16 in. Sheathing Type (wood structural panel or board sheathing) Structural shealhmg Thickness 15/32 Nail Size 8d Uplift Capacity per a nail Douglas-Fir-Larch (Gravity 0.50 If) 49 Ib/nail Hem-Fir (Gravity 0.43If) 33 Ib/nail Southern Pine (Gravity 0.55 If) 49 Ib/nail Spruce-Pine-Fir (Gravity 0.42 plf) 33 Ib/nail Nall Spacing Ad Common Nails Edges Field Perimeter Edge Zone 4 Frarring ma&-r Doug-Fir{arch.S-Pine 6 Hem-Fir,Spruce-Pine-Fr 4. Interior Zones 8 Frwring mnwid Doug-Fir-Larch,S-Pine 12 Hem-Fir,Spruce-Pine-Fir S Gable Endwall Rake with Lookout Block 4 4 7 r � 2.2.4 Ridge Connection Ridge Connection Loards from Wind Three second gust windspeed: 120 mph Exp. 0 Fastest Mile Wind speed 100 mph Roof Pitch 5/12 Rafter/Ceiling Assembly Dead Load 15 plf Dead Load resisting UpLift 10.0 Roof Span 26 ft Rafter/Truss Spacing: 16 in. Mean Roof Height 22:5 ft q= 0.00256x (MRH/33) = 22.9 psf Windward Roof GCp= 1 Leeward Rod GCp= -1 W.R.Pressure Pwr= gxGCpf= -22.9 psf L R.Pressure Fir= qxGCpf= -22.9 W.R.Vertical Load Vwr= -298 Ib L.R.Vertical Load Vlr= -298 W.R.Horizontal Load Hwr= 7124 Ib L.R.Horizontal Load Hlr= -124 W.R.Dead Load Rwr= 130 Ib L.R.Dead Load Mr= 130 summing moments about the windward top of wall=0 Frx= -264 plf Frx, unit connection loards 264 plf Ridge Strap Spacing Adjustment Factor 1.33 Adjusted Required number of Bd Common Nails in each end of 352 lbs 1.1/4"20 gage strap: Selection of Connector Required number of ed Common Nails Framing Species grayfty in each end of Ridge Connection strap Douglas-Fir-Larch 0.50 2 Hem-Fir 0.43 3: Southern Pine 0.55 Z, Spruce-Pine-Fir 0.42 3 8 3 WALL FRAMING 3.1 Wood Studs 3.1.1 Exterior Wall Stud Bending Stress from Wind Loads Three second gust windspeed: I 120 mph Exp.O Fastest Mile Wind speed 100 mph Mean Roof Height 22:5 ft Wall Height: 10 ft. Studs Size 2x6 b d 1,5 5.5 in. Stud spa dng 16 in. Deflection L/=a 240 velocity pressure at mean roof height g= 0.00256xV`x(MRW33)"= 22.9 psf GCr(End Zone)= -1.1-0.4x pog(A/500))/Vog(10/500))_ -1.377 pmax= gxGCpf= -31.59 lbs w= 42 plf Selection of Specie,Grade,Size,and Spacing: Spacing 16 in. Species Douglas Fir-Larch Adjustment Factors Grade, Stud sir. Fir— Wr S—i.. Rapetlaw toed Dwabw Sheer sae.. Size 2x6 CF Cfu CM Cr CD CH b d 1 1 1 1.35 1.6 1 1.5 - 5.5 Swd.26 not ad rat wet ,.p.wm,am wind rv. Fb 675 ft Required Fb ad' 1458 in fb>= w,,,,1L os)= 789 E 1,400,000 psi E>= (1/Det)x5we,,.L/(3841)= 836,7621 OK Spacing 16 in. Species Hem-Fir Adjustment Factors Grade, Studsue IFWum JWM Sentra I RW.W're Member Lori Duration Sher Saes Size 2x6 CF lcfu 1C. jCr CD CH b Id 11 1 1 1.35 1.6 1 1.5 5.5 stud,za Inotfid lnotwm. rapelNm,24 W aM Ne Fb 675 Required Fbad' 1458 ' in' fb>= 289 E 1,200,000 psi E>= (1/Det)x5wa,.L/(3841)= 836,762. >OK Spacing 116 in. Species South Pine Adjustment Factors Grade, Stud sire IFWu. Wet S.N. I Rapatitr a M.mbw Load Dwetion Sh..sV_ Size 2x6 CF I Cfu 1C. jCr CoCH b I d 1 I 1 1 11 1.35 1.6 1 1.5 5.5 stud,2e not ar I not wet rapNlGue,— Wad rd. Fb 875 1 Required Fb ad' 1890 "in' fb>= wr,rrL/8S= 789 E 1,400,000 Ips, E>= (1/Def)x5we,.L/(3841)= 838,7621 07K71 Spacing 16 in. Species Spruce Plne-Fir Adjustment Factors Grade, Stud sir. Fir use Wr S.rwos RVW-Mama.Load Dwetbn Sher straw size 2x6 CF Cfu 1C. jCr CD CH b Id 1 11 11 1.35 1.6 1 1.51 5.5 swd.2et not ar Inotwat IMPOMN..216 Wind rv. Fb 675 1 Required Fbad 1458 in' fb>= w�L/BS) 789 E 1 1,200,000 psi I E>= (1/Detp6ww.L/(3841)= 8367762 OK_ 9 3.1.2 Exterior Bearing Wail Stud Compression Stresses from Gravity Loads East Wing North,1F Roof Dead Load L 15 psf Roof Live Load(snow) 45psf Spacing including overhang 8.45 In Attic Ceiling Dead Load 0 psf Attic Ceiling Live Load 0 psf ISpacing 0 fft Exterior Wall Dead Load 11:6 psi Exterior Wall Total Height 17.5 fft 2FL Floor Dead Load 13:75 psf 2FL Floor Live Load 40 psf Spacing 10:5 Ih Roof Dead Load: Wdyd= 127` pff Roof Live Loads: were= 380 pff Attic Ceiling Dead Load: Wdssd= 0 pff Attic Ceiling Live Load: w,a= 0 pff Wall Dead Load: Weed= 203 pff Floor Dead Load: Wdyd= 144; pff Floor Live Load: were= 420 pff Roof Live Load Muffiple level Reduction,as Floor Load is larger than Roof Load: were= wwex(0.5l1.6)= 119 pff Total Dead Loads: Wdead= 474 pff Total Live Loads: Wwe= s::539 pff Total Loads: Wrwy= 1 1013 pff Compression Load P=wtotaix(studs spacingy12 lbs Compression Stress fc=P/(bxd) psi Selection of Specie,Grade,Size,and Spacing: Spacing 1 1 16in. Species Douglas Fir-Larch Adjustment Factors Grade, Stud Sas IWt S.— R.petitive Member Load Duration she.Strew Size 2X6 CF Cal Cr CD CH b d 1 1 1.35 1 1 1.5 5.5 Std,2AS Inotwet ep.V ve,216 1 o yrs,ocwpancr Ird. 'c625 ft Required Fc adj 844 in fc>= P/(bxdFF 123 psi OK Spacing 16'in. Species Hem-Fir Adjustment Factors Grade. .Stud St. Wer Service Repetitive Member Load Dwabon Shaw Stress Size 2x6 CF CM Cr CD CH b d 1 1 1.35 1 1 1.5 5.5 std.2as jn*t" repeN a.2s3 10 ym Ooc+pancy We Fe 405 Required Fc adj 547 in fc>= P/(bxd)=l psi OK Spacing 16 in. Species South Pine Adjustment Factors Grade, Stud St. Wet Service Repolitm Mwribar Load Duration Shaww.Stress Size 2)(6 CF CM Cr CO CH b d 1 1 1.35 1 1 -1.5 5.5 stud,tae not wet rapenhe.D4.:. t0 ym Dccup•rrcy M. Flo 875 Required Fc adj 1181 in fc>= P/(bxd)= 123 psi OK Spacing 16.in. Species Spruce-Pine FIr Adjustment Factors Grade, Stud sae Wat Service Repetitive Membw Load Duration Shaw shwa Size 2X6 CF 1CM Cr Co CH b Id 11 1.35 1 1 1.5 5.5 Stud.24 Inotwet repedtia,2ffi 1oyrs,Occupancy rva Eb 425- Required Fc adj 574 in fc>= P/(bxd)= 123°psi F OK 3.1.3 Interior Loadbearina Wall Stud Compression Stresses from Gravity Loads NA 3.2 Wall Opening 10 3.2.1 Window# 2 width 6 It Location 1F W W height 3.5 It Window Headers Lateral Capacity from Wind Three second gust windspeed: 1201 mph Exp. 0 Fastest Mile Wind speed V 100 mph Wall Height: 8 ft. Mean Roof Height MRH 22.5 ft velocity pressure at mean roof height q= 0.00256xV x(MRH/33)"= 22.9 psi GC.,(End Zone)= -1.1-0.4x Qog(A/500))/(log(10/500))_ -1.423 GC Interior Zone)= -1.1-0.2x (A/500))/ (10/500))= 1.261 pmax= gxGCpf= -32.64 lbs W= -131 pM Selection of Species,Grade and Spacing: COMP 2 Species Douglas Fir-Larch Adjustment Factors Grade. #2 sin FIM use wet S-A.. Rep.*.Member Lo.d D..mn slwr so-... Size 2X6 CF -Chi 1C. Cr C CH b d 1.3 - 1.151 1 1.61 1 5.5 1.5 N..2 De NO 1W lwtwst N. Wind Irv.. Fb 875 Required Fb adj I2093 , m fbr w.L/(8S)= 1,709 OK Comp# 2 Species Hem-Fir Ad'ustment Factors Grade, #2 Stm Fid- Wt S.M.. R.pebbw Mwrdm Load Dwrion Shear so-ap Size 2X6 CF Cfu CM Cr CD CH b d 1.31 1.15 1 1 1.6 1 5.5 1.5 Hot,De 12XS flet - not wed N. Wind Na Fb 850 Required Fb adj 2033 in fbr- w„u,L/(8S)= 4;709' OK Comp# 2 Species Southern Pine Ad'ustment Factors Grade, #2 size FIM use Wet S-i- Rep N.Member Load Darrion Sher Strep Size 2X6 CF Cfu CM Cr CD CH b d 1 1.15 1 1 1.6 1 5.5 1.5 Mo2.9e De Mt not wet N. WN N. Fb 1250 Required Fb adj 2300 in fb>= w,,L/(BS)= 1,709 OK Comp# 2 Species S ruse-Pine-Fir Adjustment Factprs Grade. #2 size FIM um WM SenAu Rep.Mhe Mrrber Load Darrion Sh.r strep Size 2X6 CF Cfu CM Cr C CH b d 1.3 1.15 1 1 1.6 1 5.61 1.5 Hot.Da 2e eat not wM N. Wind Na Fb 875 Required Fb adj 2093 irr ib>= w.L/(8S)= 1,709 OK Headers Gravity Loads Capacity Window# 2 Deflection for Live Load 360 /L Roof Loads Dead Load 15 psi Live Load 45 psi Roof Load Spacing,includin overhang 11.5 lit Wall Loads Dead Load 12 psi Wall Height,applicable total 10 cit Attic Floor Loads Dead Load 0 psi Live Load 0 psi Attic FloorSpacing 0 6l Floor#1 Loads Dead Load 13.75 psi Live Load 40 psf Floor#1 Spacing 12.5 lit Floor#2 Loads Dead Load 0 psi Live Load 0 psi Floor#2 Spacing 0 Ift Roof loads wd = 173 pIf WW._ 518 pff 11 Wall loads wdw = 118 pff Floor Loads wde.d= 172 pff Wk.= 500.I pff Multiple Levels Reduction 0 pff total 460 1018 pff W-,= 1 1,478 1pff Selection of Header Specie,Grade,and Size: Comp# 2 Species Douglas Fir4 arch Adjustment Factors Grade, 82 scs IFW.. IWt s.Noe Repebt—M.mb.Lo.d Duration Se..so-«. size 2x12 CF ICfU 1CM Cr CD CH b d 1 I 11 1 1.15 [ 1 1.5 11.25 No.2,2X12 2x12 nolwN. N. snow Ns Fb875 Required FbadJ :. :1008 to fb>= w„WL/(8Sp ::1,261 -.NO E 1,6M.000 psi IE>= 1 5wr„e /(384)== 1,156 NO_ Comp# 2. Species Hem-Fir Adjustment Factors Grade, #2 sire FIN..e W N s—i- RW-Member Lo.d Durabon she.sera Size 2x12 CF Cfu ICIA Cr CD C b d - 1 1 1 1 1.15 1 1.5 N 11.25 No.2,2x12 2X72 : rat wet . a— ' Na Fb 850 Required Fb adj 978 in fb>= w„wL/(8S)= 1,261 NO E 1,300,000 psi IF>= (1 f)xSww.L/(3841)= .:1,158. NO Comp# 2 Species Southern Pine Ad'ustment Factors Grade, #2 sire FIN ua wet S rA-. R.P"M Member Wed Durston She.So— size 2x12 CF CfU CM Cr Co CN b d 1 1.2 1 1 1.15 1 1.5 - 11.25 No.2.2X12 2x12 not wet Now. snN. Fb 975 Required Fb adj 1348 in' tb>= wWWL/(8S)= 1,261: OK E 1,600,000 psi E>= (11f)x5wrLw (3841)= .,:.•1,158 ,.OK Comp# 2 Species Spruce-Pine-Fir Adjustment Factors Grade, #2 sirs FIN ua WN S— Rapetitiw Member Lord Duston I she.sera Size 2x12 CF Cfu 1CM Cr COCH b d 1 1 1 1 1.15 1 1.5 11.25 No.2.2X12 2X12 not wN Na arrow Ne Fb 875 - Required Fb adj 1008 in' fbr_ w„tL/(8S)= 1,261 NO E 1,400,000 psi E>= (1/ )x5ww.L/(384}- 1,1581NO- comp.# 2 Species Micro Size b d 1 314 7 114 Required Fb $784 irr fbx w1,,IL/(8S)= 2,603 OK E 1,400,000 psi E>= 3,708 :OK Number of Jack Studs Reaction R= 1/2(w total x Q= 4,434 Ib Fc p.pr aoae Douglas Fir #2 625 (Header) Hem Fir #2 405 Southern Pine #2 2x12 565 Sprouce Pine F#2 425 A= 5.25 in.' Number of Jack Sods Required= R/Fc o.eridleulr/A= Douglas Fir #2 2.00 Hem Fir #2 3.00 Southern Pine #2 2.00 S route Pine F#2 2.00 12 t r Header Uplift and Lateral Connections Window# 2 Loadbearing Wall or Nan-Loadbearing Wall (LB or NLB) LB FL 1 #of FL above 1 Header Span :6 ft Uplift Load From 2.2.1 Uplift Coonection,Roof to Wall w= 300 pti From 4.2 Uplift Connection Loads for Wall to Wall from Wind W= 252 plf From 2.2.2 Rake,Non-Loadbearing Wall Assemblies W-- 28 plf For this header, 252 is used Required header connection uplift Puplift= w x(header span)/2= 755 lbs Lateral Load w= 131plf Required Header connection Lateral Capadty. Plateral= 392:lbs Required number of 16d Common Nails Framing Species gravity end-nailed Douglas-Fir-Larch 0.50 6 Hem-Fir 0.43 6 Southern Pine 0.55 6' Spruce-Pine-Fir 0.42 6 Sill Plates on F.xterlor Loadbearina Wall Window Window# 2 Lateral Loads for Sill Plates from Wind,calculated for Header w 131 cal( rw_77 Selection of Species,Grade and Spacing: Comp# 2 Species Dou las Fir-Larch Adjustment Factors Grade, : #2 Sim Flat use IWt service RepeMiw Member Lona D-W n Stxa Slrese Size .2X4 CF Cfu CM Cr Cp 1.6 CH 1.5 1.51 3.25 No:72.4` 2m nol wel Ne" Wind n/a Fb 875 Required Fb adi 2100 in fb>= w.L/(eS)= 11335 OK Comp# 2. Species Hem-Fir Adjustment Factors Grade, #2 S'cs Flt.. Wet Service RepeMA Membra Load Duration MM Stress Size 2X4 CF ON CM Cr Cp CH b d 1.5 1 1 1 1.6 1 11.51 3.25 No.2,2a4 2ia6 notwN Na Wind Na F0Required B5 adj 2040 m fb>= w,,rL/(t1Sr 1,335 iOK Comp# 1 Spades Southam Pine I Adjustment Factors Grade, #2 sim Fid uae Iwt Service Rapetl-Maher Lout Duration Sher Stress size 2X4 CF Chi 1CM Cr Cp 1CH b d 1.5 1 1 1 1:6 1 1.51 3.25 Not 2a4 24 Inotwel nra wind Iwo P1500 Required adj 3600 in' ib>= w„WL!(BS)= 2.670 OK Comp# 2 Species S ruts PIne-Fir Adjustment Factors Grade, #2 Si. Flat use Wet 5e RepWw Mamba Load Duration Sher Stress Size 2X4 CF Cfu CM Cr Cp CH b d 1.5 1 1 1 1.61 1 1.5 3.25 No.2.2z4 218 not wet rda w1w Na Fb 875 Required Fb adj 2100` In' fb>= w„,0(8S)=l 1,335' OK 13 t � Sill Lateral Connections Window# 2 Lateral Load W= -131 plf Require Sill Connection lateral Capacity P= wxL/2= .392 lbs Required number of led Common Nails Framing Species gravity toe-nailed Douglas-Fir-Larch 0.50 3 Hem-Fir 0.43 -3' Southern Pine 0.55 3 Spruce-Pine-Fir 0.42 3 322 Window# 3 width 5 ft Location W 1 F N height 3.5 ft Window Headers Lateral Caoagity from Wind Three second gust windspeed: 120 mph Exp. Fastest Mile Wind speed V 100 mph Wall Height: 8 ft. Mean Roof Height MRH 22.5 ft velocity pressure at mean roof height 0.00258xV5c(MRH/33)"= 22:9 psi GCpt(End Zone)= -1.1-0.4x{log(A/500))/Qog(10/500))_ -1.423 GC (Interior Zone)= -1.1-0.2x Qog(A/500))/og(10/500))_ -1.281 pmax= gxGCpf= -32.64 lbs W= -131 pff Selection d Species,Grade and Spacing: Comp# 2 species Douglas Fir-Larch Adjustment Factors Grade. #2. stra Flet use We S.M. ReDeVi Member Load Duration she.stress Size 2)t6 CF CfU CM Cr CD CH b d 1.3 1.15 -.1 1 1.8 _1 5.51 1.5 No.2.2x 2.6 sd not wet We Wind IWO Fb 875 Required Fb adj 2093 -to fb>= w�L/(BSp. 1,187: OK Comp# 2 Species Hem-Fir Adjustment Factors Grade. #2 size FW- 1W.1 service NR".M-M-b.Load D..bDn she.stensize 2X6 CF Cfu CMCp CH b d 1.3 1:15 1 1.8 No.2.2.5 2XB t1e1 not wN WWW WaFb 850 Required Fbadj2033 in fb>= w..L/(BS)= C K Comp# 2. Species Southern Pine Adjustment Factors Grade. #2 Sim Flet use Wt s.voe Rep.trtite M-1-1 Load Dumb- she.stress Size 2X6 CF cru ic. Cr CD CH b d 1 1.15 7 1.8 - 1 5.5 1.5 No.2,9# Zoe 1Nt not wet We Wires W. Po 1250 Required Fb adj 2300 irr fb>= wwL/(BS)= 1,187 OK r Comp# 2. Species Spruce Pine-Fir Adjustment Factors Grade. 92 size Fit use ^wet service Repeww Member Lod Dura iw she.strep Size 2X6 CF Cfu r Cf CD CH b d 1.3 1.15 1 1 1.6 1 5.51 1.5 N.2,24 12.6 tier not wet Wa Wind We Fb 875 Required Fb-.-dj 2093 in' fb>= wra L/(8Sp 1,187 OK 14 e � Headers on Loadbearing Wall Window# 3 Deflection for Live Load 360 /L Roof Loads Dead Load 15 psi Live Load 45 psf Roof Load Spacing,including overhang 11.5 Ift Wall Loads Dead Load 12 psf Wall Height,applicable total 12 Ift Attic Floor Loads Dead Load 0 psf Live Load 0 psf Attic Floor Spacing 0 Ift Floor#1 Loads Dead Load 13.75 psf Live Load 40 psf Floor#1 Spacing 0.665 Ift Floor#2 Loads Dead Load 0 psf Live Load 0 psf Floor#2 Spacing 0 Ift Roof loads wd,. = 173 plf wrl.= 518 pff Wall loads wd..d= 139 Of Floor Loads wd..d= 9 pff wr,,.= 127 pif Multiple Levels Reduction 0 pff total 321 544N w"= 865 pff Selection of Header Specie,Grade,and Size: Comp# 2 Species Douglas Fir-Larch Adjustment Factors Grade, #2. atra FM uw Wel SA. Rep.UM Member Load Durerbn shv Strew Size 2x10 CF C(u CM Cr CO CR b d 1.1 1 1 1 1.15 1 1.51 9.25 W2,2do 2xde notwM Na Snow Na PE 875 Required 1107 in fb>= w.WL/(8S)= 758 OK 1,600,000'psi E>= (1 f)x5wr,,, /(3841)= -=:.B45 OK Comp# 2 Species Hem-Fir Adjustment Factors Grade, #2 9m Flat uw Wel 5-1. R•P•M•M—Amr Load D..Wn sher atrow Size 2x10 CF Cfu CM Cr CD CR b d 1.1 7 1 1 1.15 1 1.51 9.25 No.2,2xtb taro nol wet Ne smw Ma Fb 850 Required Fb adj 1075 in }br_ wwdl.-/(8S}- 758 OK E 1,300,000.psi IE>= (1 )x5w+„L/(3841- .645 :=OK Comp# 2 S Southern Pine Ad'ustrnent Factors Grade, - #2 Si. Flet uw Wet S.M. Rsp.M-Wrrber Lo.d Duratbn Sher Strew Size 2x10 CF lcfu CM Cr CO C„ b d 1 1 1 1 1.15 1 1.5 - .9.25 No.2,2zt0 j2xIO not wet. nra snow rd. Fb 1050 Required Fb adj 1208, in' fb>= w..L/(BS)= 75B OK E 1,600,000 psi E>= (1 64 - / (3 -645 OK Comp# 2 Species Spruce-Pine-Fir Adi stmenl Factors Grade, #2 So-. Md.. we sante gR.-p.M- Lo.d Duretn Sher StrawSize 2x10 CF Cfu CM CD Cb d 1.1 11.15 1 1.5 9.25No.zwo 2x10 nutwet arrow rva 875Required Fb adj 1107 in• fbx w„WL/(BS) OK E 1,400,000 psi E>= (1/ Swr,,,L!(384 = 845 `OK 15 Number of Jack Studs Reaction R= 1/2(w total x L)= 2,162 Ib Fc Douglas Douglas Fir #2 625 (Header) Hem Fir #2 405 Southern Pine #2 2x12 565 Sprouce Pine F#2 425 A= 2 in.' Number of Jack Studs Required= R/Fc pe,Fmh w/A= Douglas Fir #2 2.00 Hem Fir #2 3.00 Southern Pine #2 2.00 S rouce Pine F#2 3.00 Header Uplift and Lateral Connections Window It 3 Loadbearing Wall or Non-Loadbearin Wall (LB or NLB) NLB FL 1 #of FL above 1 Header Span 5 ft Uplift Load From 2.2.1 Uplift Coonection,Roof to Wall W= 300 plf From 4.2 Uplift Connection Loads for Wall to Wall from Wind w= 252 pff From 2.2.2 Rake,Non-Loadbearing Wall Assemblies w= 28 pit For this header, 28 is used Required header connection uplift Pu lift= w x(header span)/2= 70 lbs 771 Lateral Load W= 131 plf Required Header connection Lateral Capacity. Phateral= 326 lbs Required number of 16d Common Nails Framing Species gravity end-nailed Douglas-Fir-Larch 0.50 1 Hem-Fir 0.43 1 Southern Pine 0.55 1 Spruce-Pine-Fir 0.42 1 Sill Plates on Exterior Loadbearina Wall Window Window# 3 Lateral Loads for Sill Plates from Wind,calculated for Header W= -131 plf Selection of Species,Grade and Spacing: Comp# 1 Species Douglas Fir-Larch Adjustment Factors Grade, #2 sim Flan uee Wei saMim R,.W-M-d-Lo.d oven.n sn..Sk— Size 2X4 CF Ctu CM Cr CD IC. b d 1.5 1 1 1 1.6 1 1.5 3.5 No.2,2.4 Zee not wt de Wind in/. Fb 875 lRequired Fb adj 1 2100 m- lfb>= WCL/(BS)= .1,598 OK Carp# t. S cies Hem-Fir Adjustment Factors Grade, #2 elm FM ur Wal Sams. R Wb. Lo.d Durenon sh—strew Size 2X4 CF Cifu CM Cr CD CH b d 1.5 1 1 1 1.6 1 1.51 3.5 No.2.2x4 2.4 11 wt d. wind Ird. Po ..850 Required Fb adj 1 2040 m tb>= W„dL 8S)= 1,599 rOK Comp# 1 Species Southern Pine Ad'ustment Factors Grade, #2 sin Flat— Wel service Rep.W-Member Load Duration sneer strecc Size 2X4 CF Cfu CM Cr CD CH b d 1.5 1 1 1 1.6 1 1.51 N..2.20 2.4 Mt wet d. Wes iris Fb 1500in' Required Fb adj 3600 fbr_ w ,ll/(BS)= 1,599 OK 16 Comp# 1 Species S ruce-Plne-FIr Adjustment Factors Grade, #2 sk. I Flet use Wet Smelts Repetili-Membra Le.d D.,Mion Shea Stress Size 2x4 CF Cfu CM Cr CO 1C. b d 1.51 1 1.6 1 1.51 3.5 NO2.2.4 12.4 not wet nia W hd Irv. Fb 875 1 Required Fb adj 2100 in' fb>= w,. /(8S)= 1,599 OK Sill Lateral Connections Window# 3 Lateral Load w= -131 ptf Require Sill Connection lateral capacity P= wxL/2= 326 lbs Required number of ted Common Nails Framing Species gravity toe-nailed Douglas-Fir-Larch 0.50 2 Hem-Fir 0.43 3 Southern Pine 0.55 2 Spruce-Pine-Fir 0.42 3 3.2.3 Window# 4 width a ft Location E IF N height 4 It Window Headers Lateral Capacity from Wind Three second gust winds d: 120 mph Exp.t� J Fastest Mile Wind speed V 100 mph Wall Height: 8 It Mean Roof Height MRH 22.5 ft velocity pressure at mean roof height q= 0.00256xV`x(MRH/33)`= 22.9 psf GCpr(End Zone)_ -1.1-0.4x Qog(A/500))/{log(10/500))_ -1.423 GC Interior Zone)= -1.1-0.2x A/500)/{I 10/500))_ -1281 pmax= gxGCpf= -32.64 lbs W,_ -131 pff Selection of Species,Grade and Spacing: Comp# 2 species Douglas Fir-Larch Adjustment Factors Grade. #2 Sim Md.. 1W.1 S-j- RpW-Memaar L.etl D.M- Sher saes Size 2X6 CF Cfu IC, Cr CD CH b d 1.3 1.15 1 1 1.6 1 5.51 1.5 No.2.256. 2.5 M1 Inolwat rd. wind rd. Fb 875 Required Fb adj 2093 in fb>= W,.WL/(Seca 1,709 OK Comp# 2 S s Hem-Fir Adjustment Factors Grade. 02 81. Fld u. Wal S.rvioa Rp.e Member Load Durdion I sh-Sas. Six 2X6 CF ICfti CM Cr CD ICH b d 1.31 1.15 1 1 1.6 1 5.51 1.5 No.2,2x3 124 ed not wal N. wind w. Fb 850 . Requlred Fb adj 2033 in fbr_ wtp l-/(8S)= 1,709 OK Comp# 2 S Southern Pine Adjustment Factors Grade, #2 sin Fid up W t S.M. Rp.M-Mrb.Load Dur Ion I SMr Stre. Size 2x6 CF Cfu 1C. Cr CD CH b d 1 1.15 1 1 1.6 1 5.51 1.5 No.2,M 295 a.r nd wd ni. wnd w. Fb 1500 Required Fb adj 2760 in' Po>= wa.L/(8S)= 1,709 OK 17 Comp# 2 Species Spruce-Pine-Fir Adjustment Factors Grade, '#2 sim FIM uw wsi smite RwW-Membm Wed DWMion sheer Strew Size 2X6 CF Cfu 1CM Cr CD CH b d 1.3 1.15 1 1 1.6 1 5.51 1.5 No.z.tie 29e ed not wet rve W nd Irv. Fb 875 1 Required Fb adj 1 2093 in' Ith>= W"L/(8Sp 1,709 OK Headers Gravity Loads Capacity Window# 4 Deflection for Live Load 360 /L Root Loads Dead Load 0 psf Live Load 0 psf Roof Load Spacing,including overhang 11.5Ih Wall Loads Dead Load 0 psf Wall Height,applicable total 0 lift Attic Floor Loads Dead Load 0 psf Live Load 0 psf Attic Floor Spacing 0 ltt Floor#1 Loads Dead Load 13.75 psf Live Load 40'psf Floor#1 Spacing 1.33 Itt Floor#2 Loads Dead Load 0 psf Live Load 0 psf Floor#2 Spacing 0 ltt Roof loads wdew= 0 plt vdM= -0 If Wall loads wdew= 0 plt Floor Loads wdeed= 18 pff Wk.= 53 If Multiple Levels Reduction 0 pff total 18 53 W"= 71 Selection of Header Specie,Grade,and Size: Comp# 2 Species Douglas Flr4.arch Adjustment Factors Grade. #2 Slm FIM uw W st S—i. Repetitive Mwrbm Wd Dwabon Shur SVew Size 2X6 CF Cfu CM Cr CD C b d 1.3 1 1 1 1.15 1 J 5J 5.5 No.2,2x5 M notwM V. Snow Ne Fb 875 Required Fb adj 1308 m fb>= w wL/(8S)= 255OK E 1.600,000. psi IE>= (1/ a 5w /(3841)= 5181 OK Comp# 2 Species Hem-Fir Adjustment Factors Grade. #2 aim F d uw IWt Seniw Rapelkt-Mer*r Wd DurMion I a—st. Size 2X6 CF CfU lom Cr CD CH b d 1.3 1 1 1 1.15 1 1.5 5.5 Noz w 2re not wM rw snow Ne Fb 850 Required Fb adj 1271 m fb>= W.L/(BS)` 255 OK E 1,300.000 psi IE>= (1 >x5w /(384 - 518 OK Comp# 2 Species Southern Pine Adjustment Factors Grade. #2 Sim FM— WM Sante Repetitive Member Wd Darrion spur stress Size 2X6 CE Cfu 1CM Cr IC,, CH b d 1 11 1 1 1.151 1 1.51 5.5 No.2,2re ere rrot wM nra arrow Na Fb 1250 Required Fb adj 1438 in' fb>= w�L/(t1S)= 265 OK E 1,600,000 psi E>= (1/De 5wML/(384)_ - 518 OK - 18 Comp# 2 Species Spruce-Pine-Flr Adjustment Factors Grade, #2 size I Flet ue. IWt S.— Repetitive Member Loed D..ion I Sher St— Size 27(6 CF I Cfu 1C. Cr Co CH b d 1.31 11 1 1.15 1 1.51 5.5 W.2.2.6 12,6 not wet Na Snow Ne Fb 875 Required Fb adj 1 1308 in' fb>= wt,w /(8S)= 255 OK E 1,400,000 IE>= (1/ a 5w"L/(3841)= r.518 OK. Number of Jack Studs Reaction R= 1/2(w total x Lr 214 Ib Fc Douglas Fir #2 625 (Header) Hem Fir #2 405 Southern Pine #2 202 565 Sprouce Pine F#2 425 A= 4.5 in.` Number of Jack Studs Required= R/Fc /A= Douglas Fir #2 1 Hem Fir #2 1 Southern Pine #2 1 S route Pine F#2 1 Header Uplift and Lateral Connections Window# 4 Loadbearing Wall or Non-Loadbearin Wall (LB or NLB) NLB FL 1 #of FL above 1 Header Span 6 it Uplift Load From 2.2.1 Uplift Connection,Roof to Wall W= 300 plf From 4.2 Uplift Connection Loads for Wall to Wall from Wind w= 252 plf From 2.2.2 Rake,Non-Loadbearing Wall Assemblies w= 28 plf For this header, 28 is used Required header connection uplift Pu lift= w x(header span)/2= 84 lbs Lateral Load W-- 131 plf Required Header connection Lateral Capacity. Plateral= 392 lbs Required number of 16d Common Nails Framing Species gravity end-nailed Douglas-Fir-Larch 0.50 1 Hem-Fir 0.43 1 Southern Pine 0.55 1 Spruce-Pine-Fir 0.42 1 Sill Plates on Exterior Loadbearina Wall Window Window# 4 Lateral Loads for Sill Plates from Wind,calculated for Header W= -131 plf Selection of Spec es,Grade and Spacing: Comp# 1 Species Douglas Fir-LaNfb>= Adjustment Factors Grade. # sine Fiat ues wet Service Repeahe/.1•r W Load Duretlon Sh—strep Size 2XCF Cfu CM Cr CD CH b 1.3 1 1 1 1.6 1 1No2.2x0 2x0 not vM N• w:,d Ne Fb 875Required Fbadl 1620 w.,L/(8S)= 932 OK Comp# 1 Species Hem-Fir Adjustment Factors Grade. #2 size FW use Wt S-A. R.P.M.htanbsr Load DurMbn I Sheer Strove Size 2X6 CF Cfu 1CM Cr CD CH b d 1.3 1 1 1 1.6 1 1.5 5.5 No.2,2x6 2x0 not wet Na wkw N• Fb 850 Required Fb adj 1768 in fb>= w.,L/(BS)= 932 OK 19 Comp# 1 Species Southern Pine Adjustment Factors Grade. 92 Size Flat use Wet service Rei Ofi a Member Load Duration she.stress Size 2X6 Cr Cfu CM Cr CD CH b d 1 1 1 1 1.6 1 1.5 5.5 No.2;zxe a® nol wet Na wire Na Fri 1250 Required Fbadj 2000 in- fb>= w„t,tL/(8S)= 932 OK Comp# 1 Species Spruce-Pine-Fir Adjustment Factors Grade, #2 SM Ft.use Wel service Repelili a Member Lod D—Iion Sher stress Size 2X6 CF Cfu CM Cr CD CH b d 1.3 1 1 1 1.6 1 1.5 5.5 No.2,2■e 2A riotwd Na WkW Na Fb 875 Required Fbadj ''1820 in 1b>= w„WL 932 OK Sill Lateral Connections Window# 4 Lateral Load W-- -131 pif Require Sill Connection lateral capacity: P= wxL/2= 392 Itis Required number Of 16d Common Nails Framing Species gravity toe-nailed Douglas-Fir-Larch 0.50 3 Hem-Fir 0.43 3 Southern Pine 0.55 3' Spruce-Pine-Fir 0.42 3 3.2.4 Window# 5 width 6:5 ft Location Ad E 1F S height 7 ft Window Headers Lateral Ca ac from Wind Three second gust windspeed: 120 mph Exp. Fastest Mile Wind speed V 100 mph Wall Height: 8 ft. Mean Roof Height MRH 22:5 ft velocity pressure at mean roof height q= 0.00256xVzx(MRH/33) = 22:9 psf GCF,(End Zone)= -1.1-0.4x Oog(A/500))/{Iog(10/500))= -1.423 GC (Interior Zone)= -1.1-0.2x(log(A/500)/log(10/500) _ -1.261 pmax= gxGCpf= 32.64;Itis w= -131 plf Selection of Species,Grade and Spacing: Comp# 2 Species Douglas FIr Larch JCF.. 'ustment Factors Grade, #2 flet use =W..WLM8S)= 1,'1�22 z t.om Duration sheer saxes Size 2X8 Cfu CD CH b d 1.2 1.151 1.6 7.25 .2x6 2xa gel-. Wind Na. Fb 875 Required Fb adJ 1932 m ib>= 22 OK Comp# 2 Species Hem-Fir Adjustment Factors Grade. #2 s'i. Flet use Wet service Re.V—M—b.Load Duston she.strep Size 2X8 CF Cfu CM Cr CD CH b d 1.2 1.15 1 1 1.6 1 7.25 1.5 No.Z 2d 2xB Met 5 not wet Na WDM Na Fb 850 Required Fb adj 1877 m fbF w„iL/(8S)= 1,522: OK 20 Comp# 2 Species Southem Pine Adjustment Factors Grade, #2 St. Flet use Wet Service R"Utha Member Load Durawn Sher St— Size 2X8 CF Cfu 1CM Cr CD CH b d 1 1.15 1 1 1.6 1 7.25 1.5 No.2,2xS 12XS Ad not" Na wind Ne Fb 1500 Required Fb adj 2780 in tb>= w L/(8S}- 1,522 OK Comp# 2 Species S ruts Pin;-Fir Ad'ustment Factors Grade, #2 Sim Flet um We Servke RepWi—Member Load DUrallon Sheer Stress Size 2X8 CF Cfu CM Cr CD CH b d 1.2 1.15 1 1 1.6 1 7.25 1.5 No.2,2x8 2xe1W nw wet Ne Wind—We Fb 875Required Fb adj 1932 in' fb>= w�L/(8S)= 1,522 OK comp.# 2 species Micro Size b d 5112 1314 Required Fb 3,378-In fb>= WWWL/(8s)= 1,474 OK Headers Gravity Loads Capacity Window# 5 Deflection for Live Load 360 2 Roof Loads Dead Load 15.psf Live Load 45 psf Roof Load Spacing,includin overhang 11.5 lift Wall Loads Dead Load 12 psf Wall Height,applicable total 10IK Attic Floor Loads Dead Load 8 psi Live Load 10 psf Attic Floor Spacing 6.8'Ift Floor#1 Loads Dead Load 13.75 psf Live Load 40 psf Floor#1 Spacing 10.5 Ift Floor#2 Loads Dead Load 0 psf Live Load 0 psf Floor#2 Spacing 0 lift Roof loads wd.w= 173 plf WM= 5181pff Wall loads wdmd= 116 pff Floor Loads wdeed= 144 pff WM= .420 pff Multiple Levels Reduction 0 pff total433 938 W,= 1;370 pff Selection of Header Specie,Grade,and Size: Comp# 2 Species Douglas Fir-larch Adjustment Factors Grade, 02 sme Fit uw wet s.Wu Repeu—Member Load portion Sher Sb.o Size 2X12 CF Cfu CM Cr CD CH b d 1 1 1 1 1.151 1 1.5 11.25 N..2.2.12 202 nd wt Ne arrow Ne Fb i 875 Required Fb adj 1006 Ilrr fb>= w w /(8S)= 1,372 NO E 1,600,000.psi Er- (1=73;77 TS-54 - 1,356. -NO Comp# 2 Species Hem-Fir Adjustment Factors Grade, #2 Sm FW— W t Service Repetitive Mwrbw Load DUTODri I Sh—Stress Size 2X12 CF CfU 1CM Cr CO CH b d 1 11 1.15 1 1.5 11.25 IW.Z 2x12 2212 rwl wet - Ne S— Ne Fb :.850. Required Fb adj 1978 in ib>= We.i./(eS)= 1,372 NO E 1,300,000 psi E>= (1/De)c5w„e /(3841)=.: 1,356 :-:NO- Comp# 1 2 21 Species ISouthern Pine I Ad'ustmenl Factors Grade, #2 si. FIM use Wel Service RepefiM Member toad Duration Sher Suess Size 2x12 CF CfU CM Cr CD CH b d 1 1.2 1 1 1.15 1 1.5 11.25 No.2,202 2X12 not Wt Na a— Ne Fb 975 Required Fb adj 1346 irr fb>= V.L/(8S)= 1,372 NO (1/ 5356E 1,800,00psi Er_ NO Compri 2 Species Spruce-Pine-Fir I Adjustment Factors Grade, #2 Sim Flet ur WN Service RepeMw Member Load Duration Shear Sbess Size 2x12 CF Cfu CM Cr Cy CH b d 1 1 1 1 1.15 1 1.5 11.25 No2.212 202 It d N. arrow Ne Fb -875 Required Fb adi 1006 lfb>= w.,L/(BS)= 1,372 NO E 1,400,000 psi IE>= (1 5w. /(384 - ..;:1.356 .NO._;.. comp.# 2 species Micro Size b d 1 314 91/4 Required Fb2,694 m fb>= w wL/(8S)= 1.740 OK E , 1,400,000 psi E>= (1/ )t5wv.L/(3841)= 2,091 OK Number of Jack Studs Reaction R= 1/2(w total x L)= 4,454 Ib Fc ee � Douglas Fir #2 625 (Header) Hem Fir #2 405 Southern Pine #2 2x12 565 Sprouce Pine F#2 425 A= 4.5 in.` Number of Jack Studs Required= R/Fc p_..,,./A= Douglas Fir #2 2.00 Hem Fir #2 3.00 Southern Pine #2 2.00 S rouce Pine F#2 3.00 Header Uplift and Lateral Connections Window# 5 Loadbeadng Wall or Non-Loadbeadn Wall LB or NLB LB FL 1 #of FL above 1 Header Span 6.5ft Uplift Load From 2.2.1 Uplift Coonection,Roof to Wall w= 300 plf From 4.2 Uplift Connection Loads for Wall to Wall from Wind W_ 252;ptf From 2.2.2 Rake,Non-Loadbeadng Wall Assemblies W_ 28;Pff For this header, " 252 Is used Required header connection uplift Pu lift= w x(header span)/2= 817 lbs Lateral Load W_ 131'plf Required Header connection Lateral Capacity. Plateral= 2'424:lbs Required number of 16d Common Nails Framing Species gravif and-nailed Douglas-Fir-Larch 0.50 B Hem-Fir 0.43 7 Southern Pine 0.55 6 Spruce-Pine-Fir 0.42 7 22 Sill Plates on Exterior Load ring Wall Window Window# 5 Lateral Loads for Sill Plates from Wind,calculated for Header w= 131 pit Selection of Species.Grade and Spacing: r 1 Dou las Fir-Larch Adjustment Factors #2 a" flet use W^et Sanics Repeaiw Merlbm Lod Duration Shea strew 2X6 CF CfU CM Cr CD CH b d 1.3 1 1 1.6 1.5 5.5 No.2.2x5 2x5 -1wN Ne Wild rva 875 Required Fb adj 1820 m fb>= w.,,L/(8S)= '1.094 OK Camp# 7 Species Hem-Fir Adjustment Factors Grade. #2 shm Flet un We S.M.. Rapeww Merl—I Lod Duration Sher strap Size 2X6 CF CfU CM Cr C CH b d 1.3 1 1 1 1.6 1 1.5 5.5 No.2,tie 2te notwrt We wild I rd. Fb 850 Required Fb adj 1788 in fb>= w„WL/(8S)= 1,094 OK Comp# 1 species Southern Pine I Adjustment Factors Grade. #2 Sk. Flet uo Wat aaniro Repditiw Member Load Durdon Sher Stress Size 2X6 CF CfUCM Cr CD CH b d 1 1 1 1 1.6 1 1.5 5.5 No.2,2A 2x5 not wet Na Wird Na Fb1250 Required Fb adj 2000 in fb>= W.WL/(8S)= 1,094 OK Comp,III 1 Spades Spruce-Pine-Fir Adjustment Factors Grade. #2 ske Flet use W t Sawa Repetirtw Member Lod Duration She Strett Size 2X6 CF CfU CM Cr CD CH b d 1.3 1 "1 1 1.6 1 1.51 5.5 No.2.tie 24 not wel Ne Wild Ne Fb 875 Required Fb adj 1820 in' 1b>= w.WL/(8S)= 1,094OK Sill Labral Connections Window# 5 Lateral Load W= 131 pit Require Sill Connection lateral capacity. P= wxL/2= 424 lbs Required number of 16d Common Nails Framing Species gravity toe-nailed Douglas-Fir-Larch 0.50 3 Hem-Fir 0.43 3 Southern Pine 0.55 3 Spruce-Pine-Fir 0.42 3 32.5 Window# 8 + Width 4 ft Location: Ad W 2F South height 3 ft Window Headers Lateral Capacity from Wind Three second gust winds 120 mph Exp. B� Fastest Mile Wind speed V 100 mph Wall Height: 8 ft. Mean Roof Height MRH 22.5 ft velocity pressure at mean roof height 0.00256xV5x(MRH/33)"= 22.9 psf GCpr(End Zone)= -1.1-0.4x pog(A/500))/Qog(10/500))= -1.423 GC (Interior Zone)= -1.1-0.2x V AWj))/ (10/500) = -1.261 pmax= xpxGCpf= -32.64 lbs e= -131 plf 23 Selection of Species,Grade and Spacing: COMP 111 2 species Douglas Fir-Larch Adjustment Factors Grade. #2 siu FIM uze Wel service Rep aw Member Load Duration Sher strew Size 2X6 CFCfu CM Cr CD CH b d 1.3 1.15 1 1 1.6 1 5.5 1.5 N..2.2.5 2i6 Id nol wM NO WM Ne Fb 1 875 Required Fb adj 1 2093 In fb>= w., /(8S)= 760 OK Comp# 2 Species Hem-Fir Ad'ustrnent Factors Grade, #2 s!!! FM v.e Wt S.M. RVO Mne Member Lo■d Duratlon Sher SV— Size 2X6 CF CfU CM Cr CD CH b d 1.3 1.15 1 1 1.61 1 5.51 1.5 No.2,2r6 2Mi aM MIw t N■ Wird N■ Po 850 Requlred Fb adj 2033 m fb>= w„MIL/(8S)= 780 OK Comp# 2 Species Southern Pine LAd' Factors Grade. #2 Flet um WM S.M.. RpON.Mamba Load DurMion shearstrawSize 2x6 Cfu CM Cr CD CH b d 1 1.15 1 1 1.6 5.5 1.55 gra Ilei not wM N. W iid N. Fb 1250 Mired Fb adj 2300 in tb>= w,wL/(8S)= 760 OK Comp# 2 Species Spruce-Pine-Fir Adjustment Factors Grade, #2 NO JFM.- W M se Rweti im Member Load Durmon I Sher Strew Size 2X6 CF ICfu CM Cr CD CH b d 1.31 1.151 1 1 1.6 1 5.51 1.5 No.2,2r6 12.6 Ilei nol wet N■ Wind Ne Fb875 Required Fb adj 2093 in' jib wwL/(8S)= 760 OK Headers on Loadbearina Wali Window# 8 Deflection for Live Load 360 /L Roof Loads Dead Load 15 psf Live Load 45 psf Roof Load Spacing,including overhang 11.5 Ift Wall Loads Dead Load 12 psf Wall Height,a licable total 10 Ift Attic Floor Loads Dead Load 0 psf Live Load 0 psf Attic Floor Spacing 6.8 Ift Floor#1 Loads Dead Load 0 psf Live Load 0 psf Floor#1 Spacing '-- 10.5 Ift Floor#2 Loads Dead Load 0 psf Live Load 0 psf Floor#2 Spacing 0 ttt Roof bads we..d= 173 pff w"= 5101 Wall loads wd.ed= 116 ptf Floor Loads wd..d= 0 plt `Nrr.= 0 pff Multiple Levels Reduction U Of total 289 518 plt W,w= 806 If 24 Selection of Header Specie,Grade,and Size: Comp# 2 Species Douglas Fir-Larch Adjustment Factors Grade, #2 Spa FIN use Wel Service RepeWiw Mamba Load Dwabon I Sher SUM Size 2X6 CF I Cfu ic. Cr CD CH b d 1.31 1 1.15 1 1.5 5.5 No.2,2a 2a not wal nla Snow n/e tb875 Required Fb adj 1308 In fbr_ w..L/(BS)= 1,278 OK E 1,800,000 psi E>= (1/ )xSww.L/(3841)= 1,4931 OK Comp# 2 species Hem-Fir Adjustment Factors Grade. #2 Sim Flel un Wt S-A. R,.*.Msrnber Load Duration I shear Strep Size 2X6 CF Cfu CM Cr CO 1C. b d 1.3 '1 1 1 1.15 1 1.51 5.5 Not.Zia- 25 not wet Na anew Ne Fb 850 Required Fb adj 1271 m fbr_ wt wL/(8S) 1,279 NO E 1,300,000 psi IE>= 1 e 5w /(3841)= :::1,493 Comp# 2 Species Southern Pine Adjustment Factors Glade. #2 Spa Flel use Wet a— Rq.M.Mamba Load Duration Sher S4eae Size 2X6 CF Cfu CM Cr CD C b d 1 1 1 1 1.15 1 1.5 5.5 No.2.2 S NO not wet pre Snow -Ne Fb 1250 Required Fb adj '1438 in- fb>= W.L/(SS)= 1,279 OK E 1,600,000 psi IE>= (1/De)xSw /(3841)= „.1,493 :•..OK Comp# 2 Species Spruce-Pine-Fir Adjustment Factors Grade. - #2 Spa FIM uae Wet S—k. Repe4tiw Mamba Load Duretlon Sher Stora Size 2X6 CF I Cfu CM Cr CD CH b d 1.31 1 1 1.15 1 1.51 5.5 N..2.2A 12.6. not wet Ne Smw 1W. Fb875 Required Fb adj 1308 in" fbx w�wL/((IS)= 1,279 OK E 1,400,000 psi IE>= (1/ 5ww,.L/(3841)= 1,493 OK Number of Jack Studs Reaction R= 1/2(w total x L)= 1,612_Ib Fc Duro+daa. Douglas Fir #2 625 (Header) Hem Fir #2 405 Southern Pine #2 202 565 Sprouce Pine F#2 425 A= 4.5 in Number of Jack Studs Required= R/Fc P,—,.,./A= Douglas Fir #2 1.00 Hem Fir #2 1.00 Southern Pine #2 1.00 S rouce Pine F#2 1.00 Header Uplift and Lateral Connections Window# B Loadbearing Wall or Non-LoadbeariWall (LB or NLB) NUB FL 2 #of FL above—L--.9 IHeaderSpan 4 it Uplift Load From 2.2.1 Uplift Coonection,Roof to Wall w= 300 pff From 4.2 Uplift Connection Loads for Wall to Wall from Wind w= 252 pff From 2.2.2 Rake,Non-Loadbearing Wall Assemblies W= 28 pff For this header, 28 is used Required header connection uplift Pu lift= w x(headers n)/2= 56 lbs 25 Lateral Load w= 131 plf Required Header connection Lateral Capacity. Plateral= 261 lbs Required number of 16d Common Nails Framing Species gravity end-nailed Douglas-Fir-Larch 0.50 Hem-Fir 0.43 1 Southern Pine 0.55 1 Spruce-Pine-Fir 0.42 Sill Plates on Exterior Loadbearina Wall Window Window# 8 Lateral Loads for Sill Plates from Wind,calculated for Header w,= -131 plf Selection of Species,Grade and Spacing: Comp# 1 Species Douglas Fir-Larch Adjustment Factors Grade. 02 Sir. Fid U. W.t service R.p9b.LWN-Load Duratwn Sh..Strep Size 2X6CF Cfu CM Cr CD CH b d 1.3 1 1 1 1.6 1 1.5F-5.6 No.2.2.5 2>m rwt wN N. Wind Ne Fb 875 Required Fbadj 1 :::1820' m- lfb>= W.WL/(BS} :414. OK Comp# 1. species Ham-Fir Adjustment Factors Grade. #2 Sim FW— W N S—nc Repetitive Member Load D.M. shear Str— Size 2X6 CF CfU CM Cr CD CH b d 1.3 1 1 1 1.6 1 1.51 5.5 N..2.2a 2a not w t - N. wird N. Fb850 Required Fb adj 1768 in fbx w,, L/(85)= 414 OK Comp# 1. Species Southern Pine Adjustment Factors Grade, #2 Si. Flat um wet service Repav—Member Load DUrAn. Shu Strew Size 2X6 CF CfU CM Cr CD CH b d 1 1 1 1 1.6 1 1.51 5.5 No.2.2di 12XS not wN Na W Fd N. Fb1250 Required Fb adj 2000 in' fb>= w,..L/(BS)= 414 OK Comp 1 Species Spruce-Pine-Fir Adjustment Factors Grade, #2 Sim Fla use Wel service Repetitm Member Load Duration Sher strep Size 2X6 CF CfU CM Cr CD ICH b d 1.3 1 1 1 1.6 1 1.51 5.5 W.2.gds. 2xS not wet N. Wind iris Fb 875Required Fb adj 1820 in' fbr_ w.LJ(8S)= 414 OK Sill Lateral Connections Window# 8 Lateral Load w= -131 p# Require Sill Connection lateral capacity. P= wxL2= 261 lbs; Required number of 16d Common Nails Framing Species gravity toe-nailed Douglas-Fir-Larch 0.50 2 Hem-Fir 0.43 2 Southern Pine 0.55 2 Spruce-Pine-Fir 0.42 2 26 3.2.6 Window# 10 width 8 ft Location: W 2FL W Archway height 6.5 ft Window Headers Lateral Capacity from Wind Three second gust winds d: 120 mph Exp. Fastest Mile Wind speed V 100 mph Wall Height: 8 ft. Mean Roof Height MRH 22.5 ft velocity pressure at mean roof height 0.00256xV x(MRH/33)"r= 22.9 psi GCpr(End Zone)_ -1.1-0.4x(log(A/500))/(log(10/500))_ -1.423 GCvf(interior Zone)= -1.1-0.2x og(A/500)Y(k)9(10/500))= 1.261 pmax= gxGCpf= -32.64 lbs W_ -131 plf Selection of Species,Grade and Spacing: Comp# 2 Species Douglas FW-Larch Adjustment Factors Grade. #2 sin Flat- We Swire Rep.*.Member Lead Dur.tbn shy Str- Size 27(8 CF Cfu CM Cr CD CH b d 1.2 1.15 1 1 1.6 1 7.251 1.5 No.2,ZO 2X8 fM -t" d. Wind r✓• Fb 875 Required Fb adj 1 1932 1r fbr w w /(BS)= 2,305 NO Comp# 2 S s Hem-Fir Adjustment Factors Grade. #2 aim Flatuse We S.Mce RW- load Duration Sher straa. Size 27(8 CF ICfu CM Cr CD CH b d 1.21 1.15 1 1 1.6 1 7.25 1.5 No.z:2A 12.9 par not wM Na W:,d Ird. Fb 850 Required Fb adj 1877 in tb>= w„wL/(8S)= Z,305 NO Comp# 2 S 'es Southern Pine Adjustment Factors Grade. #2 Sim Flat use W.1 service Rep@Wm Mamba Load Durabon Sher strop Size 2X8 CF Cfu 1CM Cr CD CH b d 1 : 1.15 1 1 - 1.6 1 7.25 1.5 No.2.2.e 2.S iiat noiwat d. Wind N. Fb 1500 Required Fb adj 2780 in' fb>= w.L/(BS)= 2,305 OK Comp# 2 Species S ruse-Pine-Fir Adjustment Factors Grade. #2 situ Flat use W.1 Service Rep.9-Member Lo.d Duration Shear Sbea Size 2X8 CF Cfu CM Cr CD CH b d 1.2 1.15 1 1 1.6 1 7.251 1.5 N..2.2x9 NO Aat not wet Na W id N. Fb 875 Required Fb adj 1932 lin' fb>= WCL/(8S)= 2,305 NO comp.# 2 Species Micro Size b d 5112 1 314 Required Fb 3,378 in fb>= w.,L/(8S)- 2,232 OK 27 Headers on Loadbearina Wall Window# 10 Archway Deflection for Live Load 360 /L Roof Loads Dead Load 15 psf Live Load 45 psf Roof Load Spacin ,including overhang 7.375 Ift Wall Loads Dead Load 0 psf Wall Height,applicable total 0 Ift Attic Floor Loads Dead Load 0 psf Live Load 0 psf Attic Floor Spacing 0 Ift Floor#1 Loads Dead Load 0 psf Live Load 0 psf Floor#1 Spacing 0 Ift Floor#2 Loads Dead Load 0 psf Live Load 0 psf Floor#2 Spacing 0 lift Roof bads wd,.d= 111 p6 W'.= 3321 plif Wall loads wd.ed= 0 plf Floor Loads wd.w= 0 pff N4..= 0 Pff Multiple Levels Reduction 0 pff total 111 -I 332 pif wt,_ --.;.443. lt Selection of Header Specie,Grade,and Size: Comp# 2. Species Douglas Fir-Larch Adjustment Factors Grade, #2 sir Flet use wst sarvice Rapw w Manner Load Dur b n snw saes Size 2X10 CF CfU CM Cr CD CH b d 1.1 1 1 1 1.15 1 1.51 9.25 No.z,2xto 2xto nolwa Na snow roe Fb 875 Required Fb ad1 1107 in fb>= wwL/(8S)= . 993 OK E 1,800,000 psi IE>= (1/ 5wh,L/(3841)= . 1,6101 OK Comp# 2 Spades Hem-Fir Adjustment Factors Grade, #2 sir Fhd uss w.t service Repedtrw Member Leed Dura on shed Stress Size 2X10 CF Cfu CM Cr CD CH b d 1.1 1 1 1 1.15 1 1.5 9.25 No.2.2x10 2x10 nolwa va snow v. Fb 850 Required Fb ad! 1075 in }br_ w d /(8S)= 893 OK E 1,300,000 psi IF>= (1/ /(3841)= ...1,610. `-OK Comp# 2 Species Southern Pine Adjustment Factors Grade, #2 Si. Fla use JW a Sw— Ra.M- Load Duralbn Sneer Shea Size 2X10 CF 1 CtU 1C. Cr CD CH b d 1 1 1 1 1:15 : 1 1.5 9.25 No.2 Dcto IWO Inotwet d. Snow w Fb -1050 Required Fb adj 1208 in" jib>= w„wL/(8S)= 993 rOK E .1,600,000 psi IE>= (1 5we,,. /(3841)-- :1,610 -0K Comp# 2 Species Spruce-pine-Fir y Adjustment Factors Grade, #2 M. FM um war s—i. RepofiM Load Dura onshear strop Size 2X10 CF Cfu 1CM Cr CD b d 1.1 1 1 1 1.15 1 1.51 9.25 No.2,200 2x10 notwa roa Snow va Fb 875 Required Fb adj 1107 in" lfb>= w,rL 993 OK E 1,400,000 psi IE>= (1 yc5wi..L/(384)= 1,610 OK 28 comp.# 2 Species Micro Size b d 1 314 7 114 Required Fti 2,784 in fb>= wa,L'1(8S)=j 1,385 OK E 1,400,000 psi IE>= (1/ a 5ww.L/(3841)= .2,866 OK": Number of Jack Studs Reaction R= 1/2(w total x Q= 1,770 Ib Fc Douglas Fir #2 625 (Header) Hem Fir #2 405 Southern Pine #2 2x12 565 Sprouce Pine F#2 425 A= 61/4 in.` Number of Jack Studs Required= R/Fc.....v.,/A= Douglas Fir #2 1 Hem Fr #2 1 Southern Pine #2 1 S rouce Fine F#2 t Header Uplift and Lateral Connections Window# 10 Archway Loadbearing Wall or Nan-Loadbeari Wall (LB or NLB LB FL 1 #of FL above 0 Header Span 8 ft Uplift Load From 2.2.1 Uplift Coonection,Roof to Wall W__ 300 pff From 4.2 Uplift Connection Loads for Wall to Wall from Wind w= 252 plf From 2.2.2 Rake,Non-Loadbearing Wall Assemblies w= 28 plf For this header, 300 is used Required header connection uplift Pu lift= w x(headers n)/2= 1200:lbs Lateral Load w= 131,plf Required Header connection Lateral Capacity. Plateral= 522 lbs Required number of 16d Common Nails Framing Species gravif end-nailed Douglas-Fir-Larch 0.50 9 Hem-Fir 0.43 10 Southern Pine 0.55 9 Spruce-Pine-Fir 0.42 10 29 32.7 Window# 10 width 8 ft height 6.5 ft Window Headers Lateral Capacity from Wind Three second gust windspeed: 120 mph Exp.0 Fastest Mile Wind speed V 100 mph Wall Height: 8 ft. Mean Roof Height MRH 22.5 ft velocity pressure at mean roof height 0.00256xV`x(MRH/33f'= 22.9 psf GC,r(End Zone)= -1.1-0.4x(log(A/500))/(log(10/500))_ -1.423 GC Interior Zone)= -1.1-0.2x cg(A/500)Y{Iog(10/500) -1.261 pmax= gxGCpf= -32.64 lbs W_ -131 plf Selection of Species,Grade and Spacing: Comp# 3 Species Douglas Fir-arch Adjustment Factors Grade, #2 Sbe Fig w. Wel Snvke RpMO.Mernber Lo.d DWM- Sher W— Size 2x8 CF CfU CM Cr CD CH b d 1.2 1.15 d 1 1.6 1 7.25 1.5 No.2.20 2X8 lid notwM N. Wind W. Fb 875 Required Fb adj 1932 in ifb>= w�.L/(8S)= 1,537 OK Comp# 3 Species Hem-Fir Adjustment Factors Grade, #2 Sim RM.. W d S—oi. R.Pelifi.Member Lo.d Dureiian Sher St— size 2x8 CF CfU 1CM Cr CD CH b d 1.2 1.15 1 1 1.6 1 7.25 1.5 No.2,2xe NO Ad ml wel Ns Wnd Infa Fb 850 Required Fb adj 1877 " in fb>= wo„iL/(8S)= 1,637 OK Comp# 3 Species Southern Pine I Adjustment Factors Grade. #2 sim Fkt use wt Service Rep.ibw Merrier Load Duration Sheer Strew Size 2x8 CF Cfu CM Cr CD 1C. b d 1 1.15 1 1 1.6 1 7.251 1.5 N..2.2.0 2x3 aM not wM Na w:,d Na Fb 1500 Required Fb adj 2760 in' fb>= w.WI-/(8S)= 1,537 OK Comp 3 Species Spruce-Pine-Mr Adjustment Factors Grade. #2 Sm FIW use Wd Sarwro RpW—Member Load DurMbn I Shw Strew Size 2x8 CF CfU CM Cr Co CH b d 1.2 1.15 1 1 1.6 1 7.25 1.5 W.,2,2«e 2W fid notwel N. Wind Int. Fb 875 Required Fb adj 1832 '-in' fbr- w—iL/(BS)= 1,537 OK comp.# 2 Species Micro Size b d 51/2 1 314 Required Fb 3,378in fb>= w'WL-/(85)=J 2,232. OK Headers on Loadbearina Wall Window# 10 Deflection for Live Load 360 /L Roof Loads Dead Load 15 psf Live Load 45 psf Roof Load Spacing,including overhang 1 Kt Wall Loads Dead Load 0 psf Wall Height,applicable total 0 ht 30 Attic Floor Loads Dead Load 0 psf Live Load 0 psf Attic Floor Spacing 0 fft Floor#1 Loads Dead Load 0 psf Live Load 0 psf Floor#1 Spacing 0 I t Floor#2 Loads Dead Load 0 psf Live Load 0 psf Floor#2 Spacing 0 fft Roof bads wd.d= 15 pll W1,= 45 plf Wall loads wd.,d= 0 pff Floor Loads wd.d= 0 pff W.i. 0 ff Multiple Levels Reduction 0 pff total L 15 45 pB N = 1 6751 pif Selection of Header Specie,Grade,and Size: Comp# 2 species Douglas Fir-Larch Adjustment Factors Grade. #2 sin Fir Iwo S.Mce R.p.M-M.mb.r Lod D.bon Si—sums Size 2X6 CF Cfu CM Cr CD CM b d 1.3 1 1 1 1.15 -1 1.5 5.5 No.2.2.S 2.0 nr wr rva a— v. Fb875 Required Fb ad] 1306 ' m fb>= w.AL/(SS)= 381 OK E 1,600,000 psi E>= (1/De Sw" /(3841)= ...1,039 OK Comp# 2 S cies Hem-Fir Adjustment Factors Grade. #td slur Fb.um Wervice el sRgMbbw arri Load Don Sher S#— size 2XCF CfU CM Cr CD C. b 1.3 1 1.15 15.5 No.2.24 2,di not W.1 rd. snow rd. Fb 850 Required Fb adj 1271 m fb>= TZE/(8S)= 381 OK E 1,300,000 psi IE>= (1/De)c5wmL/(384)= 1,039 OK Comp# 2 Species Southern Pine Adjustment Factors Grade. #2 sim FUM um 1W.1 service Repebbve 10-t-Lod DUr.6- I Sher Strew Size 2X6 CF CfuCM Cr CD CH b d 1 1 1 1 1.15 1 1.5 5.5 N..2.2)6 2A not wr de snow n/. L1250 Required adj 1438 in' fb>= W.L/(8S)= 381 OK E 1,800,000 psi E>= (1 5wb,,.L/(384)= 1,039. OK Comp# 2 Species Spruce-Pine-Fir Adjustment Factors Grade. #2 sb. Fir use W r Service RapMb.Mnnber Lod Durran I Sher stress size 2X6 CF Cfu CM Cr CD IC. b d 1.3 1 1 1 1.15 1 1.5 5.5 No.z 2,a 2,5 r.t wet rd. snow rd. Fb 875 Required Fb adj 1308 in" fb— w.,L/(BS)=1 381 OK E 1,400.000 psi Er_ (1/De)cSw*. /(384)_ .`.1,039 OK romp.# 2 Species Micro size b d 1 314 5 112 Required Fb2,891 in 00, E 1,4000 psi E>= (35wb,.L/(3841)= 890 OK 31 Number of Jack Studs Reaction R= 1/2(w total x L)= 240;;Ib Fc F„p,,,�,xt Douglas Fir #2 625 (Header) Hem Fir #2 405 Southern Pine #2 2x12 565 Sprouce Pine F#2 425 A= 4.5in.` Number of Jack Studs Required= R/Fc pw-.,,./A= Douglas Fir #2 1 Hem Fir #2 Southern Pine #2 1` Sprouce Pine F#2 1 Header Uplift and Lateral Connections Window# 10 Lcedbearing Wall or Non-Loadbearin Wall (LB or NLB) LB FL 1 #of FL above I0 Header Span 8 f Uplift Load From 2.2.1 Uplift Coonection,Roof to Wall w= 300 Of From 4.2 Uplift Connection Loads for wall to Wall from Wind w= 252;plf From 2.2.2 Rake,Non-Loadbearing Wall Assemblies .......... W-_ 28 f* For this header, 300 is used Required header connection uplift Puplift= w x(header span)/2= 1200 lbs Lateral Load VV-_ 131 plf Required Header connection Lateral Capacity. Plateral= 5221 lbs Required number of 16d Common Nails Framing Species gravity end-nailed Dou las-Fir-Larch 0.50 9 Hem-Fir 0.43 :10 Southern Pine 0.55 9 Spruce-Pine-Fir 0.42 10 Sill Plates on Exterior Loadbearina Wall Window Window# 10 Lateral Loads for Sill Plates from Wind,calculated for Header 131 pN I.= Selection of Spec es,Grade and Spacing: Comp# 1 Species Douglas Fir Larch Adjustment Factors Grade, #2 sine Flat use Wel serNce Repettiive Member LoW aaetion she:stress Size 2X6 CF Cfu CM Cr CD 1C. b d 1.3 1 1 1 1.6 1 1735F_5 5 Not.2.6 2.0 not wet Na Wkd Na Fb 875 Required Fb adj 1820 'm- lfb>= 1,657 OK ' Comp# 1 Species Hem-Fir Adjustment Factors Grade, #2 a— FIM uee wet Se Rep.Mm Mwri:w Load Duretiwl she.Streea Size 2X6 CF Cfu IC. Cr CD CN b d 1.3 1 1 1 1.6 1 1.51 5:5 W.z.2xa M nal wan va wind va Fb 850 Required Fb adj 1766 in fb>= w�L/(8S) 1,657 OK Comp# 1 Species Southern Pine Adjustment Factors Grade, #2 sire FIM use wet Service Repeffi v Mwrbwi Load Duration Sh—stress Size 2X6 CF Cfu CM Cr CD CH b d 1 1 1 1 1.6 1 1.51 5.5 No.2.2xs 2x5 nol ural nh Wind Na Fb1250 Required Fb adj 2000 in' fb>= w„„IL/(8S)= 1,657 OK 32 Comp# 1 Species S ruce-Plne-Fir Adjustment Factors Grade, #2 sire FW- lwes.M. RWeWm Ma„b.r toad Duration I Sh..strew Size 2X6 CF Cfu 1C. Cr CD CH b d 1.3 1 1 1 1.6 1 1.5 5.rRequired z.2 e 2 9 not w.l va was v■ Fb 875 Fb adj 1820 in" >= Sill Lateral Connections Window# 10 Lateral Load W__ -131 plf Require Sill Connection lateral capacity P= wxL/2= 522 lbs Required number of 16d Common Nails Framing Species gravily toe-nailed Douglas-Fir-Larch 0.50 3 Hem-Fir 0.43 4 Southern Pine 0.55 3 Spruce-Pine-Fir 0.42 4 3.2.8 Window# 19 width 4.5 ft Location Ad E 2F E height 2.5 ft Window Header Lateral Caoacity from Wind Three second gust windspeed: 1 120 mph Exp. J Fastest Mile Wind speed V 100 mph Wali Height: 6 ft. Mean Roof Height MRH 22.5 ft velocity pressure at mean roof height 0.00256xV x(MRKW)"= ` 22.9 psf GCpr(End Zone)= -1.1-0.4x Vog(A/500))/Vog(10/500))_ -1.423 GC (interior Zone)= -1.1-0.2x(Iog(A/500))/ 10/500))= 1.261 pmax= gxGCpf= -32.64 lbs W_ -131 plf Selection of Species,Grade and Spacing: Comp# 2 species Douglas Fir-Larch Adjustment Factors Grade. - #2 91w Flatuw WN a.- Repeahe M-b.L..d W.Wn She.Straw Size 2X6 CF Cfu IC. Cr CD CH b d 1.3 1.15 1 1 1:6 1 5.5 1.5 No.Z gra 2xs fm not wat N. Wind N. Fb 875 Required Fb adj 2093 In wr„�L/(BS)= 861 OK fb>= Comp# 2 S 'es Hem-Fir Adjustment Factors Grade. #2 siz. Flet use PW..ALN(,S)= e*m Member Load Dwobon Sher Strew Si 2X6 CF Cfu C CH b d 1.3 1 1:6 No.Z2ffi 2rBti.t wnd N.Fb 850 Requi2033 m fb>= 961 OK Comp# 2 S es Southam Pine Adjustment Factors Grade. #2 Sir. Flat uss Wet Sarviro Rapelilne Moro.Load Dur■Ibn six.Strew Size 2X6 CF Cfu CM Cr CD C b d 1 1.15 1 1 1.6 1 5.5 1.5 No.22K5 95a■t not wet M. Wnd d■ Fb 1250 Required Fb adj 2300 in' fbr_ w..L/(BS)= 961 OK 33 Comp# 2 Species Spruce-Pine-Fir Adjustment Factors Grade, #2 size Flet use Wel a— Repe*ry Member Load Duration I Sher Strew Size 2X6 CF Cfu CM Cr CD CH b d 1.3 1.15 1 1 1.6 1 7.251 1.5 No.2,2ra 216 flat rwt wat NO WkW Na Fb .875. Required Fb adj 2093 in' lfb>= w.WL/(eS)= 729 1OK Headers on Loadbearina Wall Window# 19 Deflection for Live Load 360 /L Rod Loads Dead Load 15 psf Live Load 45 psf Rod Load Spacing,includi overhang 11.5 Ift Wall Loads Dead Load 0 psf Wall Height,applicable total 0 Ik Attic Floor Loads Dead Load 0 psf Live Load 0;psf Attic Floor Spacing 0 Ift Floor#1 Loads Dead Load 0 psf Live Load 0 psf Floor#1 Spacing 0 Ift Floor#2 Loads Dead Load 0 psf Live Load 0 psf Floor#2 Spacing 0 Ift Rod loads wdmd= 173 plf wj.= '"5181 plf Wall loads %_,= 0 pn Floor Loads wdeed= 0 ptf wN.= 0 plf Multiple Levels Reduction "0 Ptt total 173 518 pB w"= 690 pff Selection of Header Specie,Grade,and Size: Comp# 2 Species Douglas Fir-Larch Adjustment Factors Grade. #2 siae Flat ur Wel Service Repel—Member Load Duration Sher stress Size 2X8 CF Cru 1C. Cr CD CH b d 1.2 1 1 1 1.15 1 1.5 7.25 No.2.2� Wnot wet Ne snow Na Fb 875 Required Fb adj 1208 m fb>= w..L/(8S)= 797 -0K E 1,600,000 psi IE>= (1/ 5wr,,.L/(384 = r 9281 OK - Comp# 2 Species Hem-Fir Ad'ustmentFactxs Grade, #2 Sim Flat use MSSA— R�ap�**�M—Wr Load Duration SherSian size 2X8 CF Cfu CDb d 1.2 11 1.151.5 7.25 No.2.2ss 24 snow Na 850. Required Fb adj 1173 in fb>= 787i rOK E 1,300,000 psi IE>= (1/ ef)x5w /(3841)= 928 OK Comp# 2 Species Southam Pine Adjustment Factors Grade. 92 situ Fla ur 1wet Load Duration Sher stresssize 2X8 CF Cfu CD CH b d 1 1.15 1 1.5 7.25 No.2,20 2vs snow1200 RequiredFb adj 1380in" fb>= OK- E 1,600,000 psi IE>= (1 )x5wa,.L/(3841)= 928 OK 34 Comp# 2 Species Spruce-Pine-Fir Adjustment Factors Gee. #2. Size Flet use IWt Service R%mii.e Me tw Load Durdion Shea Stress Size 2X6 CF Cfu CM Cr Cp CH b d 1.2 1 1 1 1.15 1 1.5 7.25 No.2,2a8 NS notwet Na snow Irva Fb 875 Required Fb adj 1208 in' fb>= w WL/(BS)= 797 OK E .1,400,OOOpsi E>= (1/De 5w�L/(3841} 928 OK.- Number of Jack Studs Reaction R= 1/2(w total x L)= 1,553 Ib Fc o.o.rdio+. Douglas Fir #2 625 (Header) Hem Fir #2 405 Southern Pine #2' 2x12 565 Sprouce Pine F#2 425 A= 4.5 in.` Number of Jack Studs Required= R/Fc a.,.w./A= Douglas Fir 1K2 1 Hem Fir #2 Southern Pine #2 1' S rouce Pine F#2 1 Header Uplift and Lateral Connections Window# 19 Loadbearing Wall or Non-Loadbearing Wall (LB or NLB) LB FL 2 #of FL above `-0 Header Span 4.5 ft Uplift Load From 2.2.1 Uplift Coonection,Roof to Wall W= 300..pif From 4.2 Uplift Connection Loads for Wall to Wall from Wind W_ 252 plf From 2.2.2 Rake,Non-Loadbearing Wall Assemblies W= 28.pif For this header, 300is used Required header connection uplift Puplift= w x(header span)/2= 675 lbs Lateral Load W__ 131 plf Required Header connection Lateral Capacity. Plateral= 294 lbs Required number of 16d Common Nails Framing Species gravity end-nailed Douglas-Fir-Larch 0.50 5 Hem-Fir 0.43 - 6 Southern Pine 0.55 `-5 Spruce-Pine-Fir 0.42 6 Sill Plates on Exterior Loadbearina Wall Window Window# 19 Lateral Loads for Sill Plates from Wind,calculated for Header w= -131 plf Selection of Species,Grade and Spacing: Comp# 1 Species Douglas Fir-larch Adjustment Factors Grade. #2 Sirs Flet use [Wt ii W Repsubm manta Load Duration Sher Stress Size 2X6 CF CfU CM Cr CD CH b d 1.3 1 1 1 1.6 1 1.51 5.5 No.2.24 tae not wet Na Wind We Fb 875 Required Fb adl 1820 ' m fb>= WCL/(SS)= 524 OK Comp# 1 Species Hem-Fir I Adjustment Factors Grade. #2 siva Flat use Wet Sawa Repewve Member Load Duration I stow stress Size 2X6 CF Cru 1CM Cir CD CH b d 1.3 1 1 1 1.6 1 1.5 5.5 No.z,2r8 295 not wet N■ Wind Ira. Fb850 . Required Fb adj 1768 in fb>= wr, L/(BS)= 524' OK Comp# 1 35 LFb outhern Pine Adjustment Factors #2 M. FM use Wel wrote Repetrtire Member Load Duretbn sheer sues: 2)(6 CF CfU CM Cr CD CH b d 1 1 1 1.6 1 1.5 5.5 No.2.Sm 2 O not wet rda wind rda 1250 Required 2000 in fb>= we W /(8S)= 524 OK Comp# 1 Species Spruce-Pine-Fir Adjustment Factors Grade. #2 sm Flat use 1W.,S.— R,.W.Member Load Duration shear Stress Size 2X6 CF Cfu 1CM Cr CD CH b d 1.3 11 1 1 1.6 1 1.51 5.5 No$2m 2ffi Inotwel We windI'd. Fb 875 Required Fb adj 1620 in, fb>= w„rrU(8S)=; 524 rqK Sill Lateral Connections Window# 19 Lateral Load W-- -131PM Require Sill Connection lateral capacity. P= wxL/2= 294:lbs Required number of 19d Common Nails Framing Species gravity toe-nailed Douglas-Fir-Larch 0.50 2 Hem-Fir 0.43 2 Southern Pine 0.55 2 Spruce-Pine-Fir 0.42 2 3.2.9 Window# 23 r; width 2.5,It Location Ad E IF N height 5 It Window Headers Lateral Capacity from Wind Three second gust windspeed: i20 mph Exp. r Fastest Mile Wind speed V 100 mph Wall Height: 8 ft. Mean Roof Height MRH 22.5 it velocity pressure at mean roof height 0.00256xVx(MRH/33)`r'= 22.9 psf GC,r(End Zane)= -1.1-0.4x{log(A/500))/{l0g(101500))_ -1.423. GC (Interior Zone)= -1.1-0.2x Qog(A/500)Yjlog(10/500) = 1.261' pmax= gxGCpf= -32.64,lbs W= -131 plf Selection of Species.Grade and Spacing: Comp# 2 Species Douglas Fir-Larch Adjustment Factors Grade. #2 sm Flat use lwt service RepeMhs Member Load Dwebon sheer Stress Size 2x6. CF Cfu CM Cr Co CH b d 1.3 1.15 _ 1 1 1.8 1 5.5 1.5 nib.2,214 2,e fir not wet rda Wnd rya Fb 875 Required Fb edi 2093 to fb>= w�L/(8S)= 297 OK Comp# 2 Species Hem-Fir Adjustment Factors Grade. #2 Stre Flet JW,S-A. Rap.M—M—b.1 toad Dunton She.Stress Size 2X6 CF CfU CM Cr CD CH b d 1.3 1 1.6 1 5.5 1.5 No.z.2m 2,s fisc newel roe wkw rde Fb 850 Required Fb adj 2033 to fb>= w„wL/(8S)= 297 OK 36 Comp# 2 Species Southern Pine r Adjustment Factors Grade. #2 sae FW.. wet Service Repetil-Maurer Load Duralbn Shea Stress Size 2X6 CF Cfu 1C. Cr CD 1C. b 1.1 d - 1 5 1 t 1.6 1 5.5 1.5 Ho.2,zxe NO fig notwet Na Wi,d Na Fb 1250 Required b adj F 2300 in' fb>= w;; /(8S)= 297 OK Comp# 2 Species Spruce-Pine-Fir Adjustment Factors Grade, #2 Sas Flet JW.1 Service RepeW-Member Load D—N- Shea strew size 2X6. CF Cfu 1C. Cr CD CH b d 1.3 _1.15 1 1 1.6 1 5.51 1.5 No.z ze 218 Ret Inotwet, Na wind Na Fb875 Required Fb adj 2093 in' fb>= w wL/(BS)= 297 OK Headers on Loadbearina Wall Window# 23 Deflection for Live Load 360 /L Roof Loads Dead Load 15 psf Live Load 45 psf Roof Load Spacing,including overhang _11.5Ift Wall Loads Dead Load 0 psf Wall Height,applicable total 10 lift Attic Floor Loads Dead Load 8 psf Live Load 10'psf Attic Floor Spacing 6.8'Ifl Floor#1 Loads Dead Load 13.75 psf Live Load 40:psf Floor#1 Spacing 10.5 Ift Floor#2 Loads Dead Load 0 psf Live Load 0 psf Floor#2 Spacing 0 t t Roof loads wda = 173 Of W,= 516 fl Wall loads %d = 0 pff Floor Loads wd,= 144 Of ,NM= 420 plf Multiple Levels Reduction 10 pff total 317 938 plf Wv '= 1.2541plf Selection of Header Specie,Grade,and Size: Comp# 2 Species Douglas Fir-larch Adjustment Factors Grade, #2 S'¢s Rd— wet service Repetitive M-*.i Load Duration Shea Stress size 2X6 CF Cfu CM Cr ICQ CH b d 1.3 1 1 1 1.15 1 1.5 6.5 Not,2x8 2K1z. rwlwsl Na Snow Na '- Fb 875 Required Fb etll 1308 m fb>= w,,,rL/(8S)= 778: -:OK E 1,600,000 psi E>= (1/ )x5wweL/(3841p 660. SOK Comp# 2 Species Hem-Fir Ad'ustment Factors Grade, #2 Sera Flet use wet Service Repeaie Member Load Duration Shea Strew size 2X6 CF Cfu CM Cr CD — CH .15 b d 1.3 1 1 1 1 1 1.5 11-25 Ho.2,2)6 2te not wet Na iris Fb 850 Required Fb adj 1271 m fb>= w.L/(BS)=1, 186 OK E 1,300,000 psi E>= (1/De)x*wtmL/(3841p 77 OK 37 Comp# 2 Species Southern Pine Adjustment Factors Grade, #2 sive FIM use Wel service Repelilim Member Lod Dureiion Sher SVess Size 2X6 CF CfU CM Cr CD CH b d 1 1 1 1 1.15 1 1.5 5.5 No.2,21e 2.5 Iwiwet _ Ne snow Na: Fb 1250 Required Fb adj 1438 in' lfb>= wl.L/(BS)= 778 rOK E 1,600,000 psi IE>= (1/De)x5wh.L/(38417 660,1 OK:. Comp# - 2 Species Spruce-Pine-Fir Adjustment Factors Grade. #2 8¢e Flet use Wel service Rep.W.Member Lod Durafior, Sher abess sITR :2)(6 CF CfU CM Cr CD CH b d 1.3 1 1 1 1.15 1 1.51 5.5 Not,Zoe 2.0 not wet Na snow Ne Fb875 Required Fb adj 1308, in fbx w„WL/(BS7 778 OK E 1,400,000 psi IE>= (1/ )x5wr,, /(3841)= BB0- OK Number of Jack Studs Reaction R= 1/2(w total x L)= 1,568<lb Fc F„pee� Douglas Fir #2 625 (Header) Hem Fir #2 405 Southern Pine #2 2x12 565 Sprouce Pine F#2 425 A= 45 in.` Number of Jack Studs Required= R/Fc ,.a /A:-- Douglas A=Douglas Fir #2 1.0 Hem Fir #2 1.0 Southern Pine #2 1;0 Sprouce Pine F#2 1.0' Header Uplift and Lateral Connections Window# 23 Loadbearing Wali or Non-Loadbearing Wail (LB or NLB) LB FL 1 #of FL above==i Header Span 2.5 It Uplift Load From 2.2.1 Uplift Coonection,Roof to Wail w= 300 plf From 4.2 Uplift Connection Loads for Wall to Wail from Wind W=_ 252 pif From 2.2.2 Rake,Nan-Loadbearing Wall Assemblies W= 28 plf For this header, 252 is used Required header connection uplift Pu lift= w x(header span)/2= 314 lbs Lateral Load w= 131'`ptf Required Header connection Lateral Capacity. Plateral= _.163lbs Required number of 16d Common Nails Framing Species gravity end-nailed Douglas-Fir-Larch 0.50 3: Hem-Fir 0.43 3' Southern Pine 0.55 3 Spruce-Pine-Fir 0.42 3 ;fill Plates iDn Exterior Loadbearina Wall Window Window# 23 Lateral Loads for Sill Plates from Wind,calculated for Header r_-- -11IJ pB Selection of Species,Grade and Spacing: Comp# 1 Species Douglas Fir-Larch Adjustment Factors Grade. #2 Sir. Flet use wet service Repefiee Member Lod Duration Sher stress Size 2X6 CF CfU CM Cr CD CH b d 1.3 11 1 1.6 - 1 1.51 5.5 No.2,2x5 2>m not wet Na wind Na Fb - 875 IRequired Fb adj 1820 : in fb>= w,,,,iL/(8S7 162 OK 38 Comp# 1 Species Hem-Fir I Adjustment Factors Glade. #2. sha FIN um wt service Repeww Member Loed Dwatron sher sue Size 2X6 CFCfu CM Cr CD I CH b d 1.31 1 1.6 1 1:5 5.5 No.2.2e8 2x5 MtwetNa wind Na Fb 850 Required Fbadj 1768 m fb>= w„WL/(8S)= 162 OK rr-ad 1 Southern Pine Adjustment Factors #2 sbx Rd— WN service Rwpeaiw Membra Load Duralion sheer stress 2X6 CF Cfu CM Cr CD CH b d 1 1 1 1 1.6 1 1.5 5.5 No.2,2xs 2A nN wN NO wind ✓a 1250 Required Fb adj 2000' in, fb>= Wi WL/(BS)= 162 OK radj 1 S ruse-Pine-Fir Adustment Factors #2 she FINuse WN serdce Ra.*.Member Load Dumb. Sher stress 2X6 CF CfU CMCr C CH b d 1.3 1 1.5 5.5 No.2.2A 2xS nlwt Ne Wired Na 875 Required 1820 in, ifb>= w�UIL/(Bs)= 162 OK Sill Lateral Connections Window# 23 Lateral Load w= -131 plf Require Sill Connection lateral capacity P= wxU2= 163 lbs Required number of 16d Common Nails Fromim Species gravity toe-nailed Douglas-Fir-Larch 0.50 1 Hem-Fir 0.43 2 Southern Pine 0.55 1 Spruce-Pine-Fir 0.42 1 2 32.10 Interior Archway width 4.75 ft Location 1FL Dining West Headers on Loadbearina Wall Deflection for Live Load 360 /L Roof Loads Dead Load 15 psf Live Load 45 psf Roof Load Spacing,including overhang 8.375 Ift Wall Loads Dead Load 8 psf Wall Height,applicable total 10 Ift Attic Floor Loads Dead Load 11 psf Live Load 10 psf Attic Floor SDacinq 5.5 Ift Floor#1 Loads Dead Load 13.75 psf Live Load 40 psf Floor#1 Spacing 12.5 lift Floor#2 Loads Dead Load 0 psf Live Load 0 psf Floor#2 Spacing 0lit Roof loads wde.d= 96 p0 Ww._ 287 plf Wall loads w*'d= 80 ff Floor Loads wde.d= 172 Of wM= 11 500 pff Multiple Levels Reduction -197 pff total L 348` 590 If WW= 937 plf 39 Selection of Header Specie,Grade,and Size: CO mp# 2 Species Douglas Fir-Larch Adjustment Factors Grade, #2 sil. I MWase W et service Repeor a Member Load Duration I sheer ss stre Size 2X10 Cr Cfu Cu Cr CO CH b d 1.1 1 1 1 1.15 1 1.51 9.25 No.2,2a10 12XI0 not—I run snow No Fb 875 Required m L/( Fb adj 1107 " 1b>= w. BS) 741 OK E 1,600,000.psi E>= (1/Def)x5 kaL/(3841)= 599. OK comp# 2 Species Hem-Fir Adustment Factors Grade, #2 9¢n FIM use wet service Re bt-Member Land DuM- Sher Stress size 2X10 CF Ch1 CM Cr Cp CH b d 1.1 1 1 1 1.15 1 - 1.5 9.25 No.2,2x10 2110 rat wet Ne snow Ne Fb 850 Required Fb adj 1075 m fb>= we wL/(8Sp 741 OK E 1 300000 psi IE>= (1/ )x5w'-L/(3841) 599 OK Cmp# 2 Si es Southern Pine Adjustment Factors Grade. #2 sire FIM use wet service RepeMw toad DurMion sheer stress size 2X10 CF CfU CM Cr Co CH b d 1 1 1 1 1.15 1 1.5 9.25 No.2,2x10 - 2.10 rat wM Na snow Na Fb 1050 Required Fb adj 1208 in' fb>= w wL/(BS)= 741 OK E 1,6uu,ULN IE>= (1/Def)x5wj_L/(3841)= 599 OK Comp# 2 Species Spruce-Pine-Fir V Adjustment Factors Grade. #2 Strn FIM use wet servce R.W.Member Lord Dura ion sheer St.. Size 2X10 CF Cfu 1CM Cr CD ICH b d 1.1 i 1 1 1.15 1 1.5 9.25 No.2.2x1 o 2.10 not 6 et Nn a— Na Fb 875 Required Fb adj 1107 4 in" fb>= w.J./(8S)= 741 OK 6 E 1,400,000 psi E>= (1/De 5wr„eL/(3841)= 599 OK Number of Jack Studs Reaction R= 1/2(w total x L)= 2,226 Ib FcDouglas Fir #2 625 (Header) Hem Fir #2 405 Southern Pine #2 2x12 565 Sprouce Pine F#2 425 A= 4.5in.` Number of Jack Studs Required= R/Fc pw_.,,w/A= Douglas Fir #2 1.0` Hem Fir #2 2.0 Southern Pine #2 1.0 Sprouce Pine F#2 2.0. Header Uplift and Lateral Connections Archway 0 [boadbearing Wall or Non-Loadbearin Wall (LB or NUB) LB FL 1 #of FL above 1 Header Span 4.75 ft Uplift Load From 2.2.1 Uplift Coonection,Roof to Wall w= 300 plf From 4.2 Uplift Connection Loads for Wall to Wall from Wind w= 252 plf From 2.2.2 Rake,Non-Loadbearing Wan Assemblies w= 28 plf For this header, 252 is used Required header connection uplift Puplift= w x(header span)/2= 597 lbs 40 Lateral Load w= 0 pf Required Header connection Lateral Capacity. Plateral= 0 lbs Required number of 16d Common Nails Framing Species gravity' end-nailed Douglas-Fir-Larch 0.50 5 Hem-Fir 0.43 ' 5 Southern Pine 0.55 5 Spruce-Pine-Fir 0.42 5 3.3 Wall Sheathlna 3.3.1 Sheathing Spans Three second gust winds eed: 120 m h Exp. IB Fastest Mile Wind speed 100 m h Mean Roof Height 5 Studs Spacing 16.0 in. Wind suction Load velocity pressure at mean roof height q= 11 229"psf edge zone GC,= -1.45' interior zone GC = 1:24` monosiope roof suction edge zone p= -33.3 lbs interior zone p= 26.5 dualslope roof suction edge zone p= -27.3 lbs interior zone p= 23.3` Perimiter Edge Zone 273 Interior Zone 23.3 Selection of Wall Sheathing Sheathing Type(wood structural panel or board sheathing): lwood panel Sheathing Long Dimmension Orientation H or V H Chose Min.Grade&Thickness of Wall Sheathin Grade 2010 Thickness 5116 in. 41 3.3.2 Shear Wall Shear Wall Direction: North-south Floor: 2FL Building Length of Shear Wall direction L 21Ift Total Wall width receivingWind Loads B 37.5 Ih Three second ust winds d 120 mph Exp. Fastest Mile Wind speed V 100 mph Mean Roof Height MRH 22.5 Lateral Diaphragm Load from Wind PART 1 Fast Section of the Wind Load Receiving wall Roof Angle 5/12 22.62 deg Wall width receiving wind-This Part W -12.3 Ift Wall height Hw.n 6 pressure on wall p=q(GCp) q=0.00256xV x(MRH/33f'= 2Z,Q psf Calculate wall forces Interior Zone End Zone Windward Leeward Windward Leeward Wind Direction Perp Perp P Perp Roof Angle 22.62 22.62 22.62 22.62 deg GCp 0.4 -0.7 0.7 -0.95 1995 SBC p 9.2 16.1 16.1 21:6 psf total 25.21 3719 psf Perp Wind perpendicular to Ridge Para Wind parallel to Ridge Calculate average pressure on wall W=Building width Z=End Zone length=10%of min.building dimension but not less than 3 ft 3.75 ft #of End Zone in the pan of wall 0,1,or 2 1 X=(#of End Zone)xZ= 3.75: P"M= (P«�axX+pmx(W-X))/W -;.. 29.1 psf Calculate Roof Forces Interior Zone End Zone M-17.2 -17.2 Windward Leeward Wind Direction Perp Perp Roof Angle " 22.62 22.62 deg GC -1 -1 1995 SBC P -22.9 4229 psf total 01 0 Ipsf average pressure on roof P-f= fp«axX+p-.,x(W-X)YW 0 psf Wind Load receiving gable area in this part A..= Sit wrof= pwrx 1 x(Hw.n)+Pwax(A,. YW+Prof x L= i16 pB wr-= Pwax( +1)_ 2621pit Part 2 West Section of the Wind Load Receiving wall 1 Roof Angle 5/12 22:62 deg Wall width receiving wind-This Part W 25.3 Kt Wall height Hw 6 pressure on wall p=q(GCP) q=0.00256xVx(MRH/33)"= 22.9 psf Calculate wall forces Interior Zane End Zone Windward Leeward Windward Leeward Wind Direction Para Para Para Para Roof Angle "22.62 22.62 22.62 22.62 GCp 0.25 -0.55 0.5 -0:7 1995 SBC 5.7 -12.6 11.5 16:1'. total 16:4 -: 27:5 Perp Wind perpendicular to Ridge Para Wind parallel to Ridge Calculate average pressure on wall W=Building width Z=End Zone length=10%of min.building dimension but not less than 3 ft 3.75 It #of End Zone in the part of wall 0,1,or 2 1 X=(#of End Zone)xZ= 3.75 Pws= (PaaxX+NAW-X)YW 19:7 psf 42 Calculate Roof Forces Interior Zone End Zone Windward Leeward Windward Leeward Wind Direction Para Para Pare Para Roof Angle ::22.62 22.62 22:62 :22:62 GCp -0.75 -0.75 -1 -1 1995 SBC p -17.2 -17.2 -< -22.9 -22.9 total 0 0 average pressure on roof p..r (P.naxX+P:ax(W-XYW 0 Wind Load receiving gable area in this part Pa,a.= 67 sft w,,,r= q„-x 1/2 x(Reg)+p Nx(Aa w.YW+pd X L= 131pff wa.r= Paaex(H.r+1)= 177 pff Summing: Shear Loads to Brecin 3 Walls on axis North-south on 2FL Part of Loads Receiving Wall Part 1 Part 2 Part 3 Part 4 Total Section East Section West Section.-Na We W= r 12.3 25.3 0 0 0 :- 37..6 lft W.0 116 131 Pff w = 262 177 �� plf Vme= W,e x W= 1,431 3,310 - 4,741. Ib V.= wa„x W= 3,220 4,490 7,710 Ib Total Shear Loads requirement collected from diaphragms above for Shear Walls #of diaphgrems Roof w/ceil'g #of Floors Shear Wall Supporting: 11 0 Total Shear Capacity Requirement V,,'e= Vroof+Vfloorx(#of floors above)= '4,741 Ib Required Capacities for the Proposed Shear Walls Maximum shear wall aspect ratio for wind 3.5:1 Minimum shear walls ment length= (Wall heighty(aspect ratio)=r 2,29 ft 27:4 in. Shear Capacity Requirements for Shear Wall Segments on axis North-south on 2FL Wall Segments Wall 1 Wall 2 Wall 3 Wall 4 total Location East end Middle West end Type II 11 11 Wall Height 10.2 10.2 ' 8 Max.Opening Height 5 6.67 7.5 Opening Height Ratio 49% 65% 84% Full Height Sheathded Wall Length 13.63 10 6.75 30.38 OA Wall Length 21 21 12.3 %Sheaded 65%'` 48% 55% Perphorated(Type ll)Shear Capacity Adjustment factor 0.85 0.66 0.59 %Sheaded,adjusted 55% 31% -' 32%= Shearwall Unit Shear Capadty Requirements v,„a(Plf)= 184. 237 ': ::265 Selection of Sheathing,Nailing for the Sheathing Nailing Shear Capacity by NDS 1991 F,, M species GMVNY Grade Thickness Ned Size Panel EdgeNail Spacing Da oia.-F 4—h 0.50 su-t asna.eft 15/32 ad 6 6 61' Han.Fw 0.43 sworuret sr,eaftV 15132 8d 6 6 6;' sou3,an Pine 0.55 sm,ctura Shea0lr,a 15/32 8d 6 6 6` spr„ca_Prne-Fir 0.42 swcwdsnea&ft 15132 8d 6 ";6 6: q y r9 Gypa m W aEoaa 112 5d 7 7 7 Cooler Nails. 43 Shear Wall Direction East-West Floor 2FL Building Length of Shear Wall direction L 37.5 Ift Total Wall width receiving Wind Loads B 21 Ift Three second gust windspeed: I 120 mph Exp. 0 Fastest Mile Wind speed V 1 100 mph Mean Roof Height MRH 32:5 Lateral Diaphragm Load from wind Part 1 all of the Wind Load Receiving wall Roof Angle 5/12 22.62 deg Wall width receiving wind -This Part W 21 Ifl Wall height Hw.r 8 1 t pressure on wall P=q(GCp) q=0.00256xV`x(MRH/33)"= 2il) psf Calculate wall forces Interior Zone End Zone Windward Leeward Windward Leeward Wind Direction Perp Para Perp �22.662 Roof Angle 22.62 22.62 22.62 GCp 0.4 0.55 -0.7 1995 SBC p 9.2 -12.6 16.1 total 21.81 32.1 Perp Wind perpendicular to Ridge Para Wind parallel to Ridge Calculate average pressure on wall W=Building width Z=End Zone length=10%of min.building dimension but not less than 3 ft 3 ft #of End Zone in the part of wall 0,1,or 2 1 X=(#of End Zone)xZ= 3% P.d= (p,,dxX+w(W-X))/W28.0 Psf Calculate Roof Forces Interior Zone End Zone Windward Leeward Windward Leeward Wind Direction Perp Para" Perp Para Roof Angle '22.62 22.62 22.62 22:82 GCp -0.75 -0.75 -1 71 1995 SBC p -17.2 17.2 -22.9 -22.9 total 0 1 0 average pressure on roof P'mr= (P.mxX+P.X(W-XYW Wind Load receiving gable area in this part App,= 46 sft wrppr= p..x.1/2 x(Hw.r)+p_.x(A."YW+p..x L= 173 plf v✓nWr= P..x Ke')_ :252 pit Part 2 n/a of the Wind Load Receiving wall Roof Angle 5/12 22.62 deg Wall width receiving wind -This Part W 21 Ift Wall height Hwr 8 ift pressure on wall p=q(GCp) q=0.o0256xV x(MRHl33)-= 22.9.,psf Calculate wall forces Interior Zone End Zone Windward Leeward Windward Leeward Wind Direction Para Para Para Para Roof Angle 22.62 22.62 22.62 22.62 GCp 0.25 -0.55 0.5 -0.7 P 5.7 -12.6 11.5 -16.1 total 18:4 27.5 Perp Wind perpendicular to Ridge Pare Wind parallel to Ridge Calculate average pressure on wall W=Building width Z=End Zone length=10%of min.building dimension but not less than 3 ft 3.75 ft #of End Zone in the part of wall 0,1,or 2 1 X=(#of End Zone)cZ= "3.75: Pwd= (p.wxX+pw(W-X))/W 20.0 1 Psf 44 Calculate Roof Forces Interior Zone End Zone Windward Leeward Windward Leeward Wind Direction Perp Perp Pe Perp Roof Angle 22.62 22.62 22.62 22.62 GCp -0.75 -0.75 -1 -1 1995 SBC P -17.2 -17.2 -22.9 -22:8 total 0 0 average pressure on roof Prod= (P-dxx+P.nxi'W-xyW 0 Wind Load receiving gable area in this part Awe= 46 sft w..= Dwrx 1/2 x( d)+P.rx(A,. .YW+Prod x L= 124 plf Wr—= P dx(Hwr+1)_ .180 plf Summing: Shear Loads to Bracinj i Walls on axis East-West on 2FL Part of Loads Receiving Wall Part 1 Part 2 Part 3 Part 4 Total Section a1 Na c Na We W= 21 0 0 - 0 0 21 Ift w„d= -:.173 124 Of wn,w= x252 180 ` Dit V.d= w,,,r x W= 3,638 3,638 Ib Vim= w0,,,x W= 5,291 5,291-Ib Total Shear Loads requirement collected from diaphragms above for Shear Walls #of diaphgrams Roof w/ceil'g #of Floors Shear Wall Supporting: 11 0 Total Shear Capacity Requirement V W= Vroof+Vfloorx(#of floors above)= 3,638 Ib Required Capacities for the Proposed Shear Walls Maximum shear wall aspect ratio for wind 1 3.5:1 Minimum shear wall segment length= (Wall heighty(aspect ratios 2:29 ft 2T,4 in. Shear Capacity Requirements for Shear Wall Segments on axis East-West on 2FL Wall Segments Wall 1 Wall 2 Wall 3 Wall 4 total Location North end South Type II 11 Wall Height 9.7 9.7 Max.Opening Height 7.5 4.50 Opening Height Ratio 78% 47% Full Height Sheathded Wall Length 25.15 10 35.15 OA Wall Length 37.75 21 %Sheaded 67% '; 48%' Pe horated(Type II Shear Capacity Adjustment factor 0.75 0.8 %Sheaded,adjusted 50% 36% Shearwall Unit Shear Capacity Requirements v,,,rr(pff)= 138 : 129 Selection of Sheathing,Nailing Nailing Shear Capacity by NDS 1991 F V Sp.— oravay G—M Thickness Nar7 Size Panel E eNaB Spacing D.Ml—Pt-L—h 0.50 sosowrelsneWWM 15/32 8d 6 6 rk-F, 0.43 eo�wrr snesa*V 15/32 8d 6 6 south m Pine 0.55 Sir-b a Shwk tq 15/32 8d 6 6 SW—P: F: 0.42 Shxt rr snerift 15/32 8d 6 6 Any .8Gp—Wdboed 1/2 5d 7 7 Cooler Nall 45 Shear Wall Direction: North-south Floor: VL Building Len h of Shear Wali direction L lit Total Wall width receivingWind Loads W.,,, Ift Three second usl windspeed: 120 mph Exp. 0 Fastest Mile Wind speed V 100 mph Mean Roof Height MRH 22.5 Lateral Diaphragm Load from wind PART 1 East Section of the Wind Load Receiving wall Roof Angle 5/12 22.82 deg Wall width receivingwind-This Part W 12.3 I(t Wall height Hwr 8 Ift pressure on wall p=q(GCp) q=0.00256xV5c(MRH/33)"= 22.9 psf Calculate wall forces Interior Zone End Zone 922.62 Leeward Windward Leeward Wind Direction P Pe Pe Roof Angle 22.62 22:62 22.62 deg GCp -0.7 0.7 -0.95 1995 SBC -18.1 16.1 -21.6 psf total 25.21 37..9 psf Perp Wind perpendicular to Ridge Para Wind parallel to Ridge Calculate average pressure on wall W=Building width Z=End Zone length=10%of min.building dimension but not less than 3 ft 3.75 ft #of End Zone in the part of wall 0,1,or 2 1 X=(#of End Zone)xZ= 9.75 Pw+= (P.„axX+p;„x(W-X)/W 29.1 psf Calculate Roof Forces Interior Zone End Zone Windward Leeward Windward Leeward Wind Direction Pe Pe Pe Perp Roof Angle 22.62 22.62 22.62 22.62 deg GCp -0.75 -0.75 -1 -1 1995 SBC p 172 -17.2 -22.9 -22.9 psf total 01 0 psf average pressure on roof P-a= (p«dxX+NP((W-X)/W 0 psf Wind Load receiving gable area in this part ApWA,=OA w.= p_Ox 1/2 x +p_lx(A,.a.YW+Pwor x L= 116 plf W,-= Pwrx( .r+1)= •262 pit Part 2 West Section of the Wind Load Receiving wall t Roof Angle /12 22.82 deg Wali width receivingwind -This Part W 25.3 Bt Wall height Hw.r 8 Ift pressure on wall p=q(GCp) q=0.00256xV x(MRH/33)"' 22.9 psf Calculate wall forces Interior Zone End Zone M5.7 -1ze Windward Leeward Wind Direction Para Para Roof Angle 22.62 22.62 GCp E5-_: -0.7 1995 SBC 11.5 -.18.1 total 118.4 27.5 Perp Wind perpendicular to Ridge Para Wind parallel to Ridge Calculate average pressure on wall W=Building width Z=End Zone length=10%of min.building dimension but not less than 3 ft 3.75 ft #of End Zone in the part of wall 0,1,or 2 1 X=(#of End Zone)xZ= 3.75 Pwr= -,Xx+p.,X(W-X))/W19.7 psf 46 Calculate Roof Forces Interior Zone End Zone Windward Leeward Windward Leeward Wind Direction Para Para Para Para Roof Angle 22.62 22.62 22.62 22.62 GCp -0.75 -0.75 -1 -1 1995 SBC -17.2 -17.2 -22.9 -22.9 total 0 0 average pressure on roof P.= (.roxX+;.x(W-XyW 0 Wind Load receiving gable area in this part sft 1/2 x( +pwdx(A,..YW+pr.d x L= 131 plf `Nftw= P.rx(H.d+1)= ;;,.177 pit Summing: Shear Loads to Bracirg Walls on axis North-south on 1 FL Parts of Loads Receiving Wall Part 1 Part 2 Part 3 Part 4 Total Section East Section West Section Na We W= 123 25.3 0 0 - 0 38°Ift w,,r= i18 131 pff wfl,,,= 262 177 plf V,.d= w,,,rx W= 1,431 3,310 4,7411 Ib V.= wfl-x W= 3,220 4,490 7,710 Ib Total Shear Loads requirement collected from diaphragms above for Shear Walls #of diaphgrems Root w/ceil'g #of Floors Shear Wall Supporting: 1 1 Total Shear Capacity Requirement V�= Vroof+Vfloorx(#of floors above)= 12,451 Ib Required Capacities for the Proposed Shear Walls Maximum shear wall aspect ratio for wind 3.5:1 Minimum shear walls ment length= (Wall hei hty(aspect ratios 2.29 Ift 1 27.4 in. Shear Capacity Requirements for Shear Wall Segments on axis North-south on 1FL Wall Segments Wall 1 Wall 2 Wall 3 Wall 4 total Location Fast end Middle West end Type I II Wall Height 8.0 8.0 8.0 Max.Opening Height 5 7.00 6.67 Opening Height Ratio 63% 88% 83% Full Height Sheathded Wall Length 14.08 8.29 11.44 33.81 OA Wall Length 191 8.29 21 %Sheaded 74% 100% 54% Pe horated 11)Shear Capacity Adjustment factor 0.8 1 0.6 %Sheaded,adjusted 59% 100% 33% Shearwall Unit Shear Capacity Requirements v"'(P = 460 368 614- Selection of Sheathing,Nailing Nailing Shear Capacity by NDS 1991 Fr.ming spade. G-*y Gracia Thickness Nag Size Panel E aNail Spacing coupe-F.--h 0.50 swowrr sne m:q 15/32 8d 3 5 ;:2. H-FY 0.43 SV-kW N eha.Ihft 15/32 Bd 3. .4 Z... soumam Fra 0.55 SUI d.W sn..OYq 15/32 8d 3 5 2 SM--PYia-FI 0.42 smcnar ShOWMV 15/32 8d 3 ">:4 '2: Any 4x9 Gyp-w.bo.d 1/2 5d 7 7 7 Cooler Nails 47 Shear all Direction East-West Floor IFIL Building Length of Shear Wall direction L 121 111:Total Wall width receivingWind Loads B Ift Three second gust windspeed: 120 mph Exp. r J Fastest Mile Wind speed V 1 100 mph Mean Roof Height MRH 22.5 Lateral Diaphragm Load from wind Part 1 all of the Wind Load Receiving wall Roof Angle 5/12 2262 deg Wall width receivingwind -This Part W 21 tit Wall ht H.m 8 M pressure on wall p=q(GCP) q=0.00256xV5c(MRH/33)"= 22 8 psf Calculate wall forces Interior Zone End Zone SWindwardLee"ward Windward Leeward Wind Direction Pe Para Roof An le22.62 22:62 22:62 GC -0.55 0.7 0.7 1995 SBC -12.8 18.1 -18:1 total 21.6r- 32.1 Perp Wind perpendicular to Ridge Para Wind parallel to Ridge Calculate average pressure on wall W=Building width Z=End Zone length=10%of min.building dimension but not less than 31t 3 it #of End Zone in the part of wall 0,1,or 2 1 X=(#of End Zone)xZ= 3 P.A= ..exX+P:.'X(W-X))/W ::28.0 f Calculate Roof Forces Interior Zone End Zone Windward Leeward Windward Leeward Wind Direction Perp, Para Perp Pard Roof Angle 22.62 22.62-` 22.62 22.62 GCp -0.75 -0.75 -1 -1 1995 SBC -17.2 -17.2 -22.9 -22.9 total 01 0 average pressure on roof ..a= (P-dXX+p.,x(W-X)/'N0 Wind Load receiving gable area in this part AAS,= 48 sft w5.er= p.,rx 1/2 x )+p sx(A,.a. +pd x L= 173 plf Nom= P...Kx(H.r+1)= <,,252 pit Part 2 n/a of the Wind Load Receiving wall Roof Angle 5/12 22:82 deg Wall width receivingwind -This Part W 21 Ift Wall height H..r 8 t t pressure on wall p=q(GCp) q=0.00256xV`x(MRW33)"= ;. 22.9 psf Calculate wall forces Interior Zone End Zone Windward IlLeeward Windward I Leeward Wind Direction Para Pare Para Para Roof Angle •22.62 22.62 <-22.62 22.62 GCp 0.25 -0.55 0.5 -0.7 5.7 12.6 11.5 -16.1 total 18.4 '27.5 Perp Wind perpendicular to Ridge Para Wind parallel to Ridge Calculate average pressure on wall W=Building width Z=End Zone length=10%of min.building dimension but not less than 3 it 3.75 It #of End Zone in the part of wall 0,1,or 2 1 X=(#of End Zone)Q= 3.75 P,,,r= 1p wxX+pMrx(W-X))/W F___20,_0jpsf 48 Calculate Roof Forces Interior Zone End Zone Windward Leeward Windward Leeward Wind Direction Perp Perp Perp Perp Roof Angle 22.62 22.62< 22.62 22.62 GC -0.75 -0.75 A -1 1995 SBC p -17.2 -17.2 =22.9 -22.9 total 0 0 average pressure on Rrr= (P.wxxroof+.�(W-xYW F 0 Wind Load receiving gable area in this part A."= 48 sft wmd= p rx 12 x )+paax( "YW+par x L= 124 pff W,—= Parrx(H.a+1)= X180 pit Summing: Shear Loads to Bracing Walls on axis East-West on 1FL Part of Loads Receiving Wall Part 1 Part 2 Part 3 Part 4 Total Section all Ma Na n/a W= 21 0 0 0 0 21-Ift w„r= 173 124 pff w = 252 180 pff V„d= W'.'x W= 3,638 3,638 Ib Vo,,,= w0,,,x W= 4281 - 5,291'Ib Total Shear Loads requirement collected from diaphragms above for Shear Walls #of diaphgrams 1 Roof w/ceil' #of Floors Shear Wall Supporting: 1 1 Total Shear Capacity Requirement V,,,,i= Vroof+Vfloorx(#of floors above)= 8,929 Ib Required Capacities for the Proposed Shear Walls Maximum shear wall aspect ratio for wind 1 3.51:1 Minimum shear wall segment length= (Wall heI hty(aspect ratiosF 229 ft 1 27:4 in. Shear Capacity Requirements for Shear Wall Segments on axis East-West on 1FL Wall Segments Wall 1 Wall Wall 3 Wall 4 total Location North end South Type II I Wall Height 8.0 8.0 Max. ning Height 5 6.70 Opening Height Ratio 83% 84% Full Height Sheathded Wall Length 18.77 5 23.77 OA Wall Length 37.75 5 %Sheaded 50% f00% Pe horated(Type II)Shear Capacity Adjustment factor 0.76 1 k Sheaded,adjusted 39% 100% Shearwall Unit Shear Capacity Requirements V.0, - 482 376 Selection of Sheathing,Nailing or Nailing Shear Capacity by NDS 1991 Fnvrft spaces Gnn* Grade Thickness Nail Size Panel E eNail Spacing Dowk-Fr-L.a, o.so swoon sna.u+,c 15/32 8d 3 -: - 5 H -Fk 0.43 socia sraat*V 15/32 8d 3 4 s,uyr.a Pi. 0.55 sauewrr&-wftV 15432 8d 3 5 3W—PW -Fi 0.42 sauch"snaanyw 15132 8d 3 4 a,y 4A Gyo.ao W.toad 12 i5d 7 7 Cooler Nails 49 4 WALL CONNECTIONS 4.1 Lateral and Shear Connections Wall to Floor.Floor to Wall.Wall to Sill Plate From Shear Wall Calculations 3.3.2 Shear Wall Shear Loads to Bracing Walls on axis North-south on 2FL V .= Vroof+Vfloorx(#of floors above)= 4,741 Ib Total Wind Receiving Wall Length= 37.60 it v lateral= V m Total Wind Receiving Wall Length= 126 pff Total Shear Wall Length= 30.3 it v shear- V„W!Total Shear Wall Length= 156 pff Shear Loads to Bracing Walls on axis East-West on 2FL V,,W= Vroof+Vfloorx(#of floors above)= 3,638.Ib Total Wind Recelvtng Wall Length= 21.00 ft v lateral= Var/Total Wind eceMng Wall Length= 173 pff Total Shear Wall Length= 35.15,ft v shea- Var/Total Shear Wall Length 104 pff Shear Loads to Bracing Walls on axis North-south on 1FL V ,= Vroof+Vfloorx(#of floors above)= 12,451:'Ib Total Wind Receiving Wall Length= 37.60'r ft v lateral= Var/Total WindReceiving Wall Length= 331 pff Total Shear Wall Length= 33.81 ft v shea- V wd/Total Shear Wall Length 368:pff Shear Loads to Bracing Walls on axis East-West on 1 FL V,= Vroof+Vfloorx#of floors above 8,929-Ib Total Wind Receiving Wall Length= 21.00ft v lateral= V wA/Total Wind Receiving Wall Length= 425 pff Total Shear Wall Length= 23.77 ft v shea- V„w/Total Shear Wall ength 376 pff Selection of Nailing: v max.= 425 plf Lateral Required number of 16d Common Nails Framing Species gravity at each 12",face nailed Douglas-Fir-Larch 0.50 2 Hem-Fir 0.43 3 Southern Pine 0.55 2 Spruce-Pine-Fir 0.42 3 v max.= 376 pff Shear Required number of 16d Common Nails Framing Species grav' at each 12",face nailed Douglas-Fir-Larch 0.50 2 Hem-Fir 0.43 2 Southam Pine 0.55 2 Spruce-Pine-Fir 0.421 2 4.2 Uoll t Connection Loads for Wall to Wall from Wind Three second gust winds d: 120 mph Exp.0 Fastest Mile Wind speed 100 mph Rafter/Ceiling Joist Spacing 16 in. Rafter/Ceiling Assembly Dead Load 15 pff Roof Dead Load resisting U Lift 10 psf Roof S n 25.75 It Overhang length 2 ft Roof Slope 51/12 22.6 deg Mean Roof Height 22.5 ft Upper Floor Dead Load resisting Uplift 67 psf Number of full floor above 1 Upper Floor width 37.5 It 50 0.00256xV (MRH/33) = X22.9 psf Windward Overhang GCp= -1.5 1995 SBC MWFRS Windward Roof GCp= -1.4 Leeward Overhang GCp= -1 Leeward Roof GC = -1 W.O. Pressure Pwo= gxGCp= =34.4 psf W.R.Pressure Pwr= gxGCp= -32.1 L.O.Pressure Plo= gxGCp= -22.9 L R.Pressure Fir qxGCp= =22.9 W.O.Vertical Load Vwo= -66:8 Ib W.R.Vertical Load Vwr= .413.6 L.O.Vertical Load VI0= -45.9 L.R.Vertical Load Vlr= -295.4 W.O.Horizontal Load Hwo= -28.7 Ib W.R.Horizontal Load Hwr= -172.3 L O.Horizontal Load Hlo= -19.1 L R.Horizontal Load Hlr= -123.1 W.O.Dead Load Rwo= 20.0 Ib W.R.Dead Load Rwr= 128.8 L O.Dead Load Rlo= 20.0 L.R.Dead load Rlr= Iti, Fw=Fw.R uired U lift Connection Loads for Wall to Wall from Wind pffUplift Loads per connection lbs Required number of ed Common Naito Framing s gmvky in each end of 1.1/4"x 20 gage strap: Douglas-Fir-Larch 0.50 3 Hem-Fir 0.43 _5 Southem Pine 0.55 3 Spruce-Pine-Fir 0.42 5 4.3 Uplift Connection Loads for Wall to Sill Plata from Wind Three second gust winds 120 mph Exp. 0 Fastest Mile Wind speed 100 mph Rafter/Ceiling Joist Spacing 16 in. Rafter/Ceiling Assembly Dead Load 15 pff Roof Dead Load resisting UpLift 10 psf Roof Span 25.75 it Overhang length 2 ft Roof Slope 51/12 Mean Roof Height 22.5 ft Upper Floor Dead Load resisting Uplift 67 1 psf Number of full floor above 2 Upper Floor width 37.5 ft 0.00256x (MRH/33) = ':22.9 psf Windward Overhang GCp= 1.5 Windward Roof GCp= -1.4 Leeward Overhang GCp= -1 Leeward Roof GCp= -1 W.O. Pressure Pwo= gxGCp= -34.4 psf W.R.Pressure Pwr= gxGCp= -32.1 L.O.Pressure Plo= gxGCp= -22.9 L R.Pressure Fir= gxGC = -22.9 W.O.Vertical Load Vwo= -68.8 Ib W.R.Vertical Load Vwr= -413.6 L.O.Vertical Load VI0= -45.9 L.R.Vertical Load Vlr= -295.4 W.O.Horizontal Load Hwo= -28.7 Ib W.R.Horizontal Load Hwr= -172.3 L.O.Horizontal Load Hlo= -19.1 L.R.Horizontal Load Hir= -123.1 W.O.Dead Load Rwo= 20.0 Ib W.R.Dead Load Rwr= 128.8 L.O.Dead Load R10= 20.0 L R.Dead Load Rlr= 128.8 Fw= -203 p0 Fw.Required Uplift Connection Loads for Wall to Sill Plate from Wind 203 pit Uplift Loads per connection 271 lbs Required number of 8d Common Nails Frammg Species gravity in each end of 1-114"x 20 gage strap: Douglas-Fir-Larch 0.50 3 Hem-Fir 0.43 4 Southam Pine 0.55 3 Spruce-Pine-Fir 0.42 4 51 4.4 Anchor Bolts Requirements for Anchor Bolts Resisting lateral,Shear, Three second gustwindspeed: 120 mph Exp. B' Fastest Mile Wind speed 100 mph Building Section West Mean Roof Height 1 22t2i Number of stories Roof Span From 4.1 and 4.3 Connector Uplift Load U 203 plf Connector Lateral Load L 425 Of Connector Shear Loard S 376.plf Sill Plate to Foundation Reduction of walls above and mean roof height U I 18 plf L 425 plf S I 376 plf Wall Bottom Plate to Foundation(Slab-on Grade) I We Connector Uplift Load U I 181 Of Connector Lateral Load L 1 4251 pff Connector Shear Loard S 376 plf 5/8"dia.Anchor Bolt Capacities Zparallel= 1704 lbs Zperpendiculam '.'1388 lbs Sill to Foundation(Crawl Space or Basement) Required Sia"bolts spacing 111 lin. 6 ft limitation `72 1 in. Wall Bottom Plate to Foundation(Slab-on Grade) Required 5/8"bolts spacing Ill,in. 6 ft limitation 72 to 4.5 Too Plate to Plate Connection Side Wall Lateral and Shear Connection Loads for Tap Plate to Top Plate Three second gust Mndspeed: 120 mph Exp. Fastest Mile Wind speed V 100 mph Wall Height a ft. Mean Roof Height MRH 22:5 ft velocity pressure at mean roof height q= 0.00256xV x(MRH/33f'= 22.9 psf GC,r(End Zone)= -1.1-0.4x{log(A/500))/{log(10/500))_ -1.423 GC (Interior Zone)= -1.1-0.2x{1 (A/500){log(10/500))= 1.261 pmax= gxGCpf= -32.64 lbs W_ -131 plf Required number of 116d Common Nails Framing Species gravity at 12"O.C. Douglas-Fir-Larch 0.50 2 Plate to Plate Connection Hem-Fir 0.43 2 Southern Pine 0.55 -.:2 Spnice-Pine-Fir o.42 2 52 4.6 Holddowns From Shear Wall Calculations 3.3.2 Shear Wall Shear Wall Segments on axis North-southon 2FL Wall Segments Wall 1 Wall 2 Wall 3 Wall 4 total Location East end Middle Type II II Wall Height 10 10 Max.Opening Height 5 7 Opening Haight Ratio 49% 650/0S Full Height Sheathded Wall Length 14 10 - 23.83 OA Wall Length 21 21 %Sheaded 65% 48% Pe orated II)Shear Capacity Adjustment factor 1 1 %Sheaded,adjusted _55% :' 31% Shearwall Unit Shear Capacity Requirements v,,,r= 184 237• Required Holddown Tension Capacity= v r x H= 1,871 2,409 Shear Wall Segments on axis East-West > on 2FL Wall Segments Wall t Wall 2 Wall 3 Wall 4 total Location North end South Type 11 II Wall Height 9.67 9.67 Max.Opening Height 7.5 4.5 Opening Height Ratio 78% 47%` Full Height Sheathded Wall Length 25.145 10 - 35.15 OA Wall Length 37.75 21 %Sheaded 67% 4891. Pe horated(Type II)Shear Capacity Adjustment factor 0.75 0.8 %Sheaded,adjusted 50% 38% Shearwall Unit Shear Capacity Requirements vw= 1387 129 Required Holddown Tension Capacity= v r x H 1 1,3341 1,25E Shear Wall Segments on axis North-south on 1FL Wall Segments Wall 1 Wall 2 Wall 3 Wall 4 total Location East end Middle Type I II Wall Height 8 8 Max.Opening Height 5 7 Opening Height Ratio 63% 889A Full Height Sheathded Wall Length 14.08 8.29 1 22.37 OA Wall Length 19 8.29 %Sheaded 74% " 100% Pe horated II)Shear Capacity Adjustment factor 0.8 1 %Sheaded,adjusted 59% 100% Shearwall Unit Shear Capacity Requirements yr= (Plf) 138 _:129; Required Holddown Tension Capacity= v,d x H= 1,104 1,035 Shear Wall Segments on axis East-West on 1FL Wall Segments Wall Wall Wall Wall total Location North end South Type II I Wall Height 8.0 8.0 Max.Opening Height 5.0 6.7 Opening Height Ratio 63% 84% Full Height Sheathded Wall LenTh 18.77 5.00 23.77 OA Wall Length 37.75 5.00 %Sheaded 50% 100% Perphosted II)Shear Capacity Adjustment factor 0.78 1 %Sheaded,adjusted 39% 100%' Shearwall Unit Shear Capacity Requirements vwr= 482 '< :376.= Required Holddown Tension Capacity= vw x H= 3,853 3,005 Selection of Holddovns 1 FL Studs to Foundation Simpson HDBA or equal at each ends of Shear Wall Segment For existing Foundation 2-Simpson FSA 2FL Studs to Studs Simpson HD2A or equal at each ends of Shear Wall Segment 53 4.7 Wall Sheathing Attachment.Suction Load CeRiciN Three second gust windspeed: �1220mph Exp. Fastest Mile Wind speed mph Mean Roof Height ft Building Len th,min. Lmin. ft Wall Sheathing Suction toads velocity pressure at mean roof height 0.00256xV5QMRH/33)"= 22:9:psf End Zone Z 10%of Lmin.,not less than 3 ft Z= 3.0 ft End Zone Panel Area Aend= 12.0 ft` Interior Zone Panel Area Aintedor- 32.0 ft` end zone GC'= -1.1-0.4x Vog(A/500))/(log(10/500))= -1.48 interior zone GCq= -1.1-0.2x flog(A/500))/Vog(10/500))= 1,24 Wall suction load end zone p= gxGCpf= -33.99 psf interior zone p= gxGCpf= -28.47 psf Selection of Wall Sheathing Attachments NDS 1991 Studs Spacing: 16 in. Sheathing Type (wood structural panel or board sheathing) Structural sheathing Thickness 15/32 Nail Size 8d Uplift Capacity r a nail Douglas-Fr-Larch (Gravity 0.50 If) 97 lb/nail Hem-Fir (Gravity 0.43 tf) 66 Ib/nail Southern Pine (Gravity 0.55 p 97 Ib/nail Spruce-Pine-Fir (Gravity 0.42 plf) 66 Ib/nail Nail Spadrg ed Comrran Nails Edges Field End Zone 6 Fran M Mabrid Doug-Fir-Larch,S-Pine '.12 Hem-Fir,Spruce-Pine-Fir -12'. Interior Zones 6 R.I Matarid Doug-Fir-Larch,S-Pine 12. Hem-Fr,Spruce-Pine-Fir 12 54 5 Floor Framing 5.1 Floor Joists Floor Joists 2F Live Load: 1 40 psf Dead Load: 14 psf Required Span 24.8 ft Def max U for Live Load Required Value: L>= w�L/eS >= 1 5wi L/3841 While S= /6 in 1=bd'/12 in' WWW plin wr,. plin L(wind adj.)=L(actualyFw in L(thrust adj)=L(actualyFt in Def max. in Selection of Species,Grade and Spacing: Spacing 16 in. Species Douglas Firdarch Adjustment Factors Grads #2 st. Fist u.. WM Sauk• Repetitive Member Lead Duration Sh.r strew Size 2X12 CF Cfu CM Cr c CH b d 1.1 11 11 1.15 1 1 1.5 11.25 No.2.2.12 r t141 In.1w.1 jmpeWIm2xI2 1=Wwwy Na Fb 875 Required Fb ad) 1107 in fb>= wliftlL/as)= 2,095' NO E 1 1,600,000psi E>= (1/Def)x5ww.t./(3841)= 3,097,704 NO Spacing 16 in. Species Hem-Fir Adjustment Factors Grade. #2 she Flat use We s—i. Rapetltiw Memtxw Load Duredon Sher stress Size 2X12 CF CfU CM Cr CD CH b d 1.1 1 1 1.15 1 1 1.5 11.25 No.2.2x12 not ar not wet repetibm.212 Ooouproy Na Fb 850. Required Fb ad' 1075 in' jfb>= w,,rL/. 8S)= 2,095 NO E 1,300,000.psi E>= (1/Def)x5ww.L/(3841)=..'.3,097,709 NO Spacing 16 in. Species Southern Pins Adjustment Factors Grade. #2 siz. FW— W M Serve I RWW-Member Load D—tion Sher stress Size 2x10 CF CfU I CM Icr CoCH b d 1 11 11 1.2 1 1 1.5 9.25 No.Z 2x10 not 0et mt w t IrepeUM.2x10 Owup"y N. Fb 1500 Required Fb ad 1800 in' Po>= w�. /(8S)= 3,099- NO E 1,600,000 psi E>= (1/Def)x5wrr.L/(3841)= 5.572,786: NO Spacing 1, 1 16 in. Species S ce-Pine-Fir Adjustment Factors Grade. #2 sts Flat use wet s— RapstitiwMembw Load Duration Sh—Stress Size 27(12 CF CfU CM Cr COCH b d 1.1 1 1 1 1.15 11 1 1.5 11.25 N..2.2.12 notaat notwM IW.M.a.2r12 0—p-Cy I Ne Fb 875 Required Fb a ' 1107 `:in' fb>= 8S— 2095- NO E 1,400,000 psi E>= (1/Def)x5Wb.L/(3841)= 3,097,704 NO 55 Floor Joists 2F Live Load: 40 psi Dead Load: 14 psf Required Span: 24.8 ft Wood IJoists,Selection of Size,and Spacing: Type Til Spacing in. 12 Grade TA Pro 550 size in. 14 Maximum Span 31.58 EI 874 x 10^6 w 54 plf Deflection 0.58 in. OK Floor Joists 1F- Live Load: I 40 psf Dead Load: 14'psf Required Span: 1167 It Def max. UOfor Live Load Required Value: fb r_ w�L/(BS E >= 1/Def)c5waeL/(3841) While S= /6 in l=bd'/12 in, wWA plin was plin L(wind adj.)=L(actuaglFw in L(thrust adj)=L(actualyFt in Def max. in Selection of Species,Grade and Spacing: Spacing '.16.in. Species Douglas Fir-Larch Adjustment Factors Grade. #2 Sim flat use Wet Service Repetitive Mernbar Lead D—t— Sh—Suess size '2X10 CF Cfu 1C. Cr CD CH b d ` 1.1 1 1 1.15 1 1 1.51 9.25 No.2,2x10 not fkd not-- 1.perM,WO ocnmency Na Fb :875 Required Fb adj 1 1107 in fb>= W.1048S)=8S)= 689;; OK E 1,600,000 psi E>= (1/Def)x5we„eL/(3841)= ;::584,053 OK Spacing 16 in. Species Hem-Fir Adjustment Factors Grade, #2 Sbe flb use Wet SeMee RapeM-Member Loed Durbon Shear arrest Size 2X10 CF Cfu 1CM Cr CD 1C. b d 1.11 1 1.15 1 1 1.5 11.25 No.2,2x10 rr fW not wet mpeetlw.2x10 Dxups+y rda Fb 850. Required Fb adi 1075 in Po>= WCL/(8Sp 466' OK E 1,300,000 psi E>= (1/Def)x5wj. /(3841)= .:324,654, OK, Spacing 16 in. Species Southem Pine Adjustment Factors Grade. #2 Sias Fri use wet Service Repetitive Member Lod Durbon shear Stress Size 2X10 CF ON 1CM Cr COCH b d 1 1 1 1.2 11 1 1.5 9.25 rro.2,200 rt tier newer rp w.,wo. O=upsnoy 1w. Fb lRequired Fb ad 1800 "in' ib>= w_L/(8S)= 889 OK (1/Def E 1,600.000 psi E>= )c5wa„eL/(3841)= 584,0531 OK Spacing 16in. Species Spruce-Pine-Fir Adjustment Factors Grade. #2 sbe flet uw Wet service Rapetitiw Load Duration Sher stress Size 2X10 CF Cfu 1CM Cr CD CH b d 1.1 11 11 1.15 1 1 1.5 9.25 No.2.2x10 rwt Tb Imt-1 ImpeN..200 0-perrcy I./* Fb 875 Required Fb adj 1107 s n' fb>= wL/8S) 680' OK E 1,400,000 psi Er_ (1/Def)c5%. /(3841)= 584,0531 OK 56 5.2 Sheathina Spans Live Load 40 Dead Load 14 Floor Joist Spacing: 16 Sheathing T WSP Span Rating 24116 Thickness 7/16 in. Allowable Uniform Loards 110 PSI OK 5.3 Floor Sheathing Shear Capacity From Shear Wall Calculations: see 3.3.2 Shear Wall Shear Loads to Bracing Walls on axis North-south on 2FL Parts of Loads Receiving Wall Part 1 Part 2 Part 3 Part 4 Total Section East Section West Section Na nfa, - W= I 112 25 - fft yy., 116 131 pff Wnm= 262 177 - Of 1,431 3,310 4,741'i lb 3,220 4,490 - 7,710 Ib Shear Loads to Bracinj Walls on axis East-West on 2FL Parts of Loads Receiving Wall Part 1 I Part 2 Part 3 Part 4 Total Section all rda f• n/a n/a W= 21 tt ,Noor= 173 - 124 .' - - Pff Wil—= 252 180 Pff V_,= _3,638 3,538 Ib Vnoor= 5,291 - - - :5.291'Ib Shear Loads to Bracing Walls on axis North-south on 1 FL Part of Loads Receiving Wall Part 1 Part 2 Part 3 Part 4 Total Section East Section, West Section n1a Na W= 12 25 ` tt W., 116 131 - - Pff wf„r= 262 177::: - Pff V,r= w,o,r x W= 1,431 3,310 4,741'Ib V�= ws,,x W= 3,220 4,490 - 7,710Ib Shear Loads to Bracing Walls on axis East-West on 1 FL Part of Loads Receiving Wall Part 1 Part 2 Part 3 Part 4 Total Section all nta< n/a We W= 21 - N'roor= 173 124 - - Pff kvn,,,= 252 180 Pff V oa W_,x W= 3,638 3,638 Ib Vs,,= w,,_x W= 5,291 5,291' Ib Required Shear Capacity Take maximum Shear Load for Floor Diaphragm kv = 262 pff Selection of Sheathing Framing Species g-v#y Grade Thickness Nail Size Panel Edge Nail Spacing Douglas-Fir-Larch 0.50 Sheathing Grade,C-C,GD.OSB 19/32 10d 6 Hem-Fir 0.43 Sheathing Grade.C-0.C-D,OSB 19/32 10d n/a Southern Pine 0.55 Sheathing Grade,C-C,C-D,OSB 19/32 10d 6 Spruce-Pine-Fir 0.42 Sheathing Grade,C-C,C-D,OSB 19/32 10d n/a 5.4 Attic Ceilina sheathina shear Capacity,when Attic Floor is bracina cable end WA 57 6 Nailing Schedule Joint Description Number of Nails Nail Spacing Reference Roof Framing Rafter to Top Plate(Toe-nailed) 2-8d 1perrafter -2.1 Rafter Tie to Parallel Rafter(Face-nailed) 5-16d each lap -1.4 Blocking to Rafter(Toe-nailed) 2-8d each end Rim Board to Rafter(Endnalled) 2-16d each end WALL FRAMING Top Plate to Top Plate(Face-nailed) 2-16d per foot Note 1 Top Plates at Intersections(Face-nailed) 4-16d joints-each side Stud to Stud(Face-nailed) 2-16d 24"o.c. Header to Header(Face-nailed) 16d 16"o.c.along edges Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud 3-16d per 2x6 stud V ate to Floor joist,Bandjoist 2-16d per foot Note 1,2 r Blocking(Face-nailed) RAMING II,Top Plate or Girder(Toe-nailed) 4-8d per joist Joist(Toe-nailed) 2-8d each end Joist(Toe-nailed) 2-8d each and SIII or Top Plate(foe-nailed) 3-1 6d each block Ledger Strip to Beam(Face4uAed) 3-16d each joist Joist on Ledger to Beam(Toe-nailed) 3-8d per joist Band Joist to Joist(End-nailed) 3-16d per joist Band Joist to Sill or Top Plate(Toe-nalled) 2-16d per foot Note 1 ROOF SHEATHING Structural Panels 8d14'edge/8"field 22:3 CEIUNG SHEATHING Gypsum Wallboard 15d coolers 7'edge/10"field WALL SHEATHING Structural Panels 1 FL West�nd Wall 8d2"edge/12'.field 3.3.2 4.7 Other I FL Walls 18d 3'edge 112"field 3.3.2 x.4.7 2FL walls 18d 6"edge/12"field 3.3.2 47 FLOOR SHEATHING SWeWreI Panels 10d 6'edge 112"field 5.3 Notes: r Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain the bad path. - When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to 1-16d nail per foot 58 DESIGN LOAD TABLE Wind Load Exposure Category (A'B,C,D) 3-second gust windspeed 120 mph Seismic Load Seismic Design Category ONot regulated Short period design spectral response acceleration (SDs) n/a One second period design spectral response acceleration (SD1) n/a Seismic response coefficient (Cs) n/a Roof Roof Dead Load 95 psf Roof Snow Load Ground Snow Load(Pg) 45 psf Roof Live Load 12 psf Roof Load 45 psf R301.5 Attic/Ceiling Dead Load 6 psf Attic Floor Live Load I 10 psf Table R301.4 Exterior Wali Clad Wood Shingle 3.0 Sheathing 1/2"SWP 1.5 Studs 2x6 @16"O.C. 1.6 insulation 6"Batt 3.0 Interior 1/2"GWB 2.5 Total 11.6 psf Interior Wall Finish 1/2"GWB,both sides 5.00 Studs 2x4 @ 16"O.C. 1.00 Insulation Soundproof 2.00 Total 8.00 psf Floors 1 F Live Load 40 psf 2F Live Load 40 psf Attic Live Load 10 psf 1 F Dead Load 13.06 psf 2F Dead Load 13.75 psf Attic Dead Load 10.5 psf SCHEDULES Project: ADDITION AND RENOVATION TO LEAVITUNILSON RESIDENCE Owner: JOAN LEAVITT AND JUDITH NH SON Address: 450 Huntington Blvd.Peconic,NY 11958 telephone: 6317651883,718 422 7797 ARCHITECT: studio a/b, architects Hideaki Ariizumi Glynis Berry 111 Fourth Avenue#2M New York,NY 10003 tel.212 677 2887 fax 212 677 7898 24190 Main Road ��RED A80 Orient,NY 11957 �5 �yCl Alq�� tel.&fax 631 323 1426 aG Jrv`3 'V 0< OF No Q date: April 25,2003 j<`J (e page ............................_...........-_._...._._........................------._....................._........................._................................................................._............._.................................-----......._.............._..........................-..._............... _ DIVISION 6 WOOD AND PLASTICS -............-._..............-._...._-............................._...._..........._.._............_..__..............._....._.. .._....._._....._..........................................................................................._................._............._._._.......----......._...................__.................. Str........................................... ......................-.............................................__._......................................................................__._................................ .-.._..._-......_..............._._._........._..._.__...._Plywood Sheathing.._..........................._._....._.................................................__._... ........................ _........................._...............................-_.._._.......... Connectors,Hangers _ 4 .....-_.....................__......._._...__............._.NAILING SCHEDULE ------._...._..............................................................................................................._................................-._..........................._..__.......5..... . ............_................................._-..-............__...................................................................................._.._............................................._...-----.._....................................................._._..........................................................._...---........._......................... _._............_..._........__._............__.........._.._......................................._.........._................-........................._.........................................................._—._.._._..........---...............__._....._.._.._.........._....................__............................... DMSION 7 THERMAL AND MOISTURE PROTECTION INSULATION SCHEDULE 6 _..................-----......_....-..........._._...................-------__............_..........------.............................................---......................._.__........_....----............--._._._..................__............................. DIVISION 8 DOORS AND WINDOWS _............_-_...................—__.-..........._... _----............_._...............-- ....__...-._._......................._._......................._............................__....................................._------...-........._..- -........... DOOR SCHEDULE 7 -_....._.._._..__......_._ ----.._._...._-...........-------........_...........-..__._-._._......._................_....................._..._.__.._._.._._........._....._._...._..._-.- __. WINDOW SCHEDULE 8 _..........................._... ---._.....__....._...................._...._..........._.............__.._......._.. -..__....._....._..........................._._...-_....__.....................-.---............_...._..... _ .._...._....................._._....................._ EXTERIOR GLAZING PROTECTION PANEL SCHEDULE 9 _.................._............... ---.--..............._.._..._...-._.............__............----....._............ ---..._................._...........................--.......__..._......................................--_____.......__... - DIVISION 9FINISH 10 ----.._.........._.__......._.._ - ........................._..........._.............__...................._......_....................._.........._........_---............................--..._.._..-----.._._........._-._. . . FINISH _ SCHEDULE 11 .-.............__._.-...........--.........................-- ..............__.............-...__.... _ ._...._......................_..........................._........................_..._...........................................----...........-............ DIVISION 10 SPECIALTIES 12 __...--......_...._.. -....._._......._...__....._......_..._-...........--_--.........-................_.......... ...._.........................._.........._-----.._.....__._._.._...........__..._... __...._...- STOVE AND CHIMNEY ...........__.-....................._..._...- --._...----._..__...__............-..........._ _._ ..........................._-...-..._.......--- .........._.-._.................. _. BATHROOM ACCESSORY SCHEDULE -- -- ---- ..-......_. ...._._ ._...._............. ---- DIVISION 11 EUIPMENT 13 _._.__._-_........ _q---.._._.._...._......._......_ -.........._-_......_............_........._._._. _.._.__..................._......_..----......._......---..._..._..----...._....._.-.__.._.- AAPLIANCE SCHEDULE -----....-------. _.._.. -_._.-......._.-_.__-_-_.___.._....._...____._._.__-----...__........._....---- -----.........-- KITCHEN&BATH CABINETS SCHEDULE -..._....._ ._.........._.... .._._.._..._...-_........... - _._........................._..__._.._._...... ..._.................._............_...--- -- DIVISION 15 MECHANICAL 14 - PLUMBING FIXTURE TYPES AND SCHEDULE- _ ..-.__.........-----------_----_ __._....._._. --- -- -..__. _............---- - HEATING,VENTILATING,AND AIR CONDITIONING -.-......_..._..- --------........._._.........._.._......._............-_-......_..-- _. _._...................__............_. .---.................. __... .... - - -- DIVISION 16 ELECTRICAL15 ----------..__..........._...._..............---._......................._.._.._._._.............-- __ _ ...._...._ LIGHTING TYPES AND SCHEDULE 2 DIVISION 6 WOOD AND PLASTIC 06100 ROUGH CARPENTRY Structural Wood Framing: Use Grade Specie Note Floor Joists No.2 Douglas-Fir Larch or Use Wood I-Joists as par Drawings Girder Southern Pine,or better Use Laminated Veneer Lumber(LVL or MICRO) Roof Framing As par Drawings Blocking Plates,Sill Bridging Headers and No.2 Douglas-Fir Larch or Sills Southern Pine,or better Window# Use Grade Min.#-Size-Specie Nailing at each end #of Jack Studs Typical Windows Header #2 2-2x6 3-16d 1 Sill #2 1-2x4 or 6,Flat use 2-16d Window#2 Header #2 2-Micro 1 1/4"x7 ''/a" 6-16d 2 Sill #2 2-2x4,Flat use 3-16d Window#3 Header #2 2-2x10 3-16d 2 Sill #2 1-2x4,Flat use 2-16d Window#4 Header #2 2-2x6 2-16d 1 Sill #2 1-2x6,Flat use 3-16d Window#5 Header #2 2-Micro 1 3/4"x 9 '/4" 6-16d 2 Sill #2 1-2x6,Flat use 3-16d Window#10 Header #2 2-Micro 1 %"x 7 '/4" 9-16d 1 Archway Window#10 Header #2 3-2x8 9-16d 1 Sill #2 2-2x6,Flat use 3-16d Window#19 Header #2 2-2x8 5-16d 2 Sill #2 1-2x6,Flat use 2-16d Archway Header #2 2-2x10 5-16d 1 Dining East Interior Non-load- Header #2 1-2x4,Flat use 1 bearing wall, Wall Studs Studs Douglas-Fir Larch or Southern Pine,or better Laminated Veneer Lumber:Trus Joist Corporation`Micro=Lam Lumber' or approved equal. Wood I-Joist:Trus Joist Corporation`TJI' or approved equal. Plywood Sheathing: Use Type San Rating Thickness Roof sheathing Sheathing Grade,C-C,C-D 24/16 7/16" Wall sheathing Sheathing Grade,C-C,C-D 32/16 Floor sheathing Sheathing Grade,C-C,C-D 40/20 3 DMSION 6 WOOD AND PLASTIC 06100 ROUGH CARPENTRY(cont.) Connectors,Hangers: Use Type Fasteners/Locations Ridge Connection Strap 11/4"20 gage strap 2-8d Common nails at each end Roof-to-Wall Connection Strap 1 '/4"20 gage strap 4-8d Common nails at each end Wall-to-Wall Uplift Strap 1 '/4"20 gage strap 3-8d Common nails at each end Wall-to-Foundation 1 '/4"20 gage strap 3-8d Common nails at each end Joist Hanger Simpson ITT,U or HU Anchor Bolt 5/8"Dia. Spacing max.72", 12"max. from each corner and end of sill plate Hold downs 1 FL: Simpson HDBA See S-03 for locations or a ual Fasteners as per Manufacturer's directions For existing foundation: 2-Simpson FJA orequal 2 FL: Simpson HD2A orequal 4 ., DIVISION 6 WOOD AND PLASTIC 06100 ROUGH CARPENTRY(cont.) Nailing Schedule: Joint Description I Number of Nails Nail Spacing Roof Framing Rafter to Top Plate Toe-nailed 2-8d per rafter Rafter Tie to Rafter(Face-nailed) 5-16d per tie Blocking to Rafter Toe-nailed 2-8d each end Rim Board to Rafter End-nailed 2-16d each end WALL FRAMING Top Plate to Top Plate Face-nailed 2-16d per foot Top Plates at Intersections Face-nailed 4-16d joints-each side Stud to Stud Face-nailed 2-16d 24"o.c. Header to Header Face-nailed 16d 16"o.c.along edges Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud 3-16d per 2x6 stud Bottom Plate to Floor joist,Bandjoist,Endjoist or Blocking 2-16d per foot Face-nailed FLOOR FRAMING Joist to Sill,Top Plate or Girder Toe-nailed 4-8d perjoist Bridging to Joist Toe-nailed 2-8d each end Blocking to Joist Toe-nailed 2-8d each end Blocking to Sill or Top Plate Toe-nailed 3-16d each block Ledger Strip to Beam Face-nailed 3-16d each joist Joist on Ledger to Beam Toe-nailed 3-8d er joist Band Joist to Joist End-nailed 3-16 per joist Band Joist to Sill or Top Plate Toe-nailed 2-16d ver foot ROOF SHEATHING Structural Panels 8d 4"edge/6"field CEILING SHEATHING Gypsum Wallboard 5d coolers 7"edge/ 10"field WALL SHEATHING Structural Panels 8d 1FL West-end wall 2"edge/ 12"field Other I FL walls 3"edge/ 12"field 2FL: 6"edge/ 12"field FLOOR SHEATHING Structural Panels 8d 6"edge/12"field 5 DIVISION 7 THERMAL AND MOISTURE PROTECTION INSULATION SCHEDULE Location Insulation Note Ceiling 2 FL new cathedral ceiling 10'/4'R38C Batt insulation 2FL new flat ceiling with attic 10'/4"R38C Batt insulation, continuous IFL existing cathedral ceiling over Living 8 '/4"R30C Batt insulation Install if not existing IFL existing flat ceiling with attic over 10'/4'R38C Batt insulation, Install if not existing Living continuous Wall New 2x6 exterior walls 6'/4"R19 Batt insulation Existing 2x4 exterior walls 3 '/2"R15 Batt insulation Install if not existing Alt.:If Rl I insulation exists,add 3/4"R4 rigid insulation on the existing sheathing. Floor 2FL new cantilevered floors 10'/4"R38C,or 12"R38 Batt insulation 1 F new floor in Enclosed Porch 10'/4"R38C Batt insulation IFL existing floor 8'/4"R30C Batt insulation Install if not existing 6 DIVISION 8 DOORS AND WINDOWS DOOR SCHEDULE: Opening Dimensions,Type,Products: Door Room# Width x Height TvvelFinishlNote Note 1 101 Entry T-0"x 6'-8" Insulated wood door,full lite Style to be determined Morgan or Sim son 2 101 Entry Closet 2'-6"x 6'-8" Pre-hung birch flush sold core door, W/chrome hinges painted 3 105 Pantry 2'-6"x 6'-8" Pre-hung birch flush sold core door, " painted 4 106 Toilet Room 2'-2"x 6'-8" Pre-hung birch flush sold core door, W/chrome hinges ainted Soundproof weather strip&sweep 5 202 Main Bedroom 2'-6"x 6'-8" Pre-hung birch flush sold core door, W/chrome hinges ainted 6 203 Closet 1 2'-0"x 6'-8" Pre-hung birch flush sold core door, painted 7 204 Bathroom 1 2'-6"x 6'-8" Pre-hung birch flush sold core door, W/chrome hinges painted Soundproof weather strip&sweep 8 205 Study 2'-6"x 6'-8" Pre-hung birch flush sold core door, W/chrome hinges painted 9 205 Study 4'-0"x 6'-8" 2-leaf pre-hung birch flush sold core " door,painted 10 206 Bathroom 2 2'-6"x 6'-8" Pre-hung birch flush sold core door, W/chrome hinges ainted Soundproof weather strip&sweep 11 201 Laundry Accordion door W/chrome hinges Lock Functions,Hardware: Door Manufacturer Lockset Handle Backset Finish Note 1 Entrance 2-3/8" To be determined Deadbolt 2-3/8" " 2 Passage 2-3/8" " 3 Passage 2-3/8" 4 Bath/Bedroom/Privacy 2-3/8" 5 Bath/Bedroom/Privacy 2-3/8" " 6 Passage 2-3/8" " 7 Bath/Bedroom/Privacy 2-3/8" " 8 Bath/Bedroom/Privacy 2-3/8" " 9 Passage 2-3/8" " 10 Bath/Bedroom/Privacy 2-3/8" " 11 Door pull 2-3/8" " 7 DIVISION 8—DOORS AND WINDOWS(cont.) WINDOW SCHEDULE: Window Room# Rough Opening Header height Producl Options/Notes # Width x Height AFF 1 102 Living Existing sliding patio door to be remained 2 103 6'-0" x 3'-6" 6'-9'/:" Gliding,Andersen G636 No muntin Typ. Kitchen 3 103 5'-0" x 3'-6" 6'-9%2" Gliding,Andersen G536 Kitchen 4 104 Dining 5'-11 1/4" x 4'-0" 6'-9'h" 3-casement set C existing Dining east, APPROX. relocated to New Dining east 5 107 6'-0" x 6'-11" Existing sliding patio door,relocated Enclosed APPROX. Porch 6 102 Living 9'-0'/," x 5'-0 3/8" 6'-9'/2" 2 casements&1 fixed frame combination, Andersen CXW15-3 7 102 Living Existing triple casement set to be remained 8 202 4'-0'/2" x 3'-0 W' 6'-9" Awning,Andersen AXW41 Main Bedroom 9 202 Main l'-8%2" x 3'-0 Yz" 6'-9" Casement,Andersen CN 13 Bedroom 10 202 Main 8'-0 1/8" x 6'-5 W' 6'-9" Set of 2-Awnings(top,)2-stationaries Tempered Bedroom (bottom) insulated glass Andersen AXW41-2,P4035-2 for stationary units 11 202 Main 2'-0 5/8" x 2'-0 5/8" 7'-0" Awning,Andersen A21 Bedroom 12 202 Main 2'-0 5/8" x 2'-0 5/8" 7'-0" Awning,Andersen A21 Bedroom 13 202 Main 2'-4 7/8" x 4'-5 3/8" 7'-0" Casement,Andersen CW145 Emergency Bedroom Clear opening: Escape Window 22 9/16" x 47 15/16" 14 202 Main 2'-4 7/8" x 2'-0 5/8" 10'-1 1/8" Awning,Andersen A251 Bedroom 15 204 2'-4 7/8" x 2'-4 7/8" 7'-0" Awning,Andersen AW251 Bathroom 1 16 206 2'-4 7/8" x 2'-4 7/8" 7'-0" Awning,Andersen AW251 Bathroom 2 17 205 Stud 2'-4 7/8" x 4'-5 3/8" 7'-0" Casement,Andersen CW 145 18 205 Stud 2'-4 7/8" x 2'-4 7/8" 5'-9" Awning,Andersen AW251 19 205 Stud 4'-5 3/8" x 2'-4 7/8" 5'-9" Awning,Andersen AW451 20 205 Stud 2'-4 7/8" x 4'-5 3/8" 7'-0" Casement,Andersen CW 145 21 205 Stud 2'-4 7/8" x 4'-5 3/8" 7'-0" Casement,Andersen CW 145 22 201 4'-0'/." x 3'-0 W' 6'-7 3/," Awning,Andersen AXW41 Staircase 23 107 2'-4 7/8" x 5'-0 3/8" 6'-9%2" Casement,Andersen CW 15 Enclosed Porch 24 107 2'-4 7/8" x 5'-0 3/8" 6'-9'/:" Casement,Andersen CW15 Enclosed Porch 25 107 2'-4 7/8" x 5'-0 3/8" 6'-9'/Z" Casement,Andersen CW 15 Enclosed Porch 26 107 2'-4 7/8" x 5'-0 3/8" 6'-9'/" Casement,Andersen CW15 Enclosed Porch SK 1 102 Existing Skylight Living SK 2 102 Existing Skylight Living SK 3 201 30" x 30" Skylight,Owner Supplied Staircase APPROX. 8 EXTERIOR GLAZING PROTECTION PANEL SCHEDULE: Provide ''h"plywood sheath with screws as per drawin s Window Room# O.A.Panel Size Composition Note # Width Height 1 102 Living 9'-0" x 7'-1" 3- Deck installation APPROX, 3'-0"wide panels 2 103 Kitchen 6'-3" x 3'-11 '/2" 1 3 103 Kitchen 5'-3" x 3'-11 '/2" 1 4 104 Dining 6'-3" x 4'-5'/�" 1 APPROX. 5 107 Enclosed 6'-3" x 7'-4''/3" 2- Porch APPROX. 3'-1 1/2"wide panels 6 102 Living 9'-3" x 5'-6" 3- 3'-1"wide panels 7 102 Living 6'-3" x 5'-6" 2- APPROX. 3'-1 'h"wide panels 8 202 4'-3" x 3'-6" 1 Main Bedroom 9 202 Main Bedroom 2'-0" x 3'-6" 1 10 202 Main Bedroom 8'-0" x 6'-11" 2- 4'-0"wide panels 11 202 Main Bedroom 2'-3" x 2'-6" 1 12 202 Main Bedroom 2'-3" x 2'-6" 1 13 202 Main Bedroom 2'-4" x 4'-11" 1 14 202 Main Bedroom 2'-8" x 2'-6" 1 15 204 Bathroom 1 2'-8" x 2'-10'/z" 1 16 206 Bathroom 2 2'-8" x 2'-10%" 1 17 205 Stud 2'-8" x 4'-11" 1 18 205 Stud 2'-8" x 2'-10'/2" 1 19 205 Stud 4'-9" x 2'-10'/:" 1 20 205 Stud 2'-8" x 4'-11" 1 21 205 Stud 2'-8" x 4'-11" 1 22 201 Staircase 4'-3" x 3'-6" 1 23 107 2'-8" x 5'-6" 1 Enclosed Porch 24 107 2'-8" x 5'-6" 1 Enclosed Porch 25 107 2'-8" X 5'-6" 1 Enclosed Porch 26 107 2'-8" X 5'-6" 1 Enclosed Porch For skylight,due to the impossibility to install panels,either exchange the glass with Twin-wall polycarbonate or eliminate; to be determined. Door# Room# O.A.Panel Size Composition 'Vote Width Height 1 101 3'-9" x 7'-2" 1 Deck installation Entry 9 DMSION 9 FINISHES TILE TYPES: 7'pe Description Grout width Note Bathroom wall and floor To be determined PAINT TYPES: Type Products Color A. Interior Gypsum Wallboard Latex Flat 15`coat Regal First Coat Interior Latex Primer/Underbody(216),or Fresh Start 100%Acrylic Latex Primer(23),or Pristine Eco Spec Interior Latex Primer(231). Spot prime as needed for the repaint. 2 coats Regal Wall Satin 215 determined B. Interior Gypsum Wallboard or Wood Alkyd Semi-Gloss Kitchen or Bath I"coat Fresh Start 100%Acrylic Latex Primer(23),or Fresh Start Alkyd Enamel Underbody(217),or Fresh Start All Purpose Alkyd Primer(24),or Pristine Eco Spec Interior Latex Primer Sealer(231),or Regal First Coat Interior Latex Primer/Underbody(216). S of rime as needed for the repaint. 2 coats Moore's Alkyd Dulamel 207 determined D. Interior Wood and Ferrous Metal I Alkyd Low Lustre ls`coat Fresh Start Alkyd Enamel Underbody(217),or Fresh Start All Purpose Alkyd Primer(24),or Spot prime as needed for the repaint. 2° coat Satin Impervo 235 determined E. Interior Wood T Latex Urethane Low Lustre 3 coats I Benwood Stas Clear 423 Clear Finish G. Exterior Wood,painted trim Alkyd Gloss,Low Lustre,Eggshell 1 s`coat Fast Dry Exterior Primer(94),or Fresh Start 100%Acrylic Latex Primer(23),or Fresh Start All Purpose Alkyd Primer(24),or Fresh Start Penetrating Alkyd Primer 100 2 coats Impervex Alkyd High Gloss Metal&Wood Enamel(133),or determined IronClad Alkyd Low Lustre Metal&Wood Enamel(163),or Moore's Eggshell Finish House Paint 108 I. Exterior Wood Siding,Stain I Alkyd Semi-translucent stain 2 coats Stain I Cabot oil-based Semi-translucent stain,#0300 determined K. Exterior Wood,Preservative I Linseed castor-tung oil raisin, 2 coats Moorwood Penetrating Clear Wood Finish&Preservative(088) penetrating clear L. Exterior Wood,Weathered Linseed Alkyd Bleaching Oil 1 coat Moorwood Weathered Wood Finish(083),or Cabot Bleaching Oil 10 FIMSH SCHEDULE: Exterior Part Description Note Wall Shingles White cedar shingles facto re-stained bleac ing oil Woven corners Fascia Factory primed fascia board,painted Gray to match cedar shingles after weathered Trim Factory primed trim board, 1x4 painted Gray to match cedar shingles after weathered Roof Asphalt Roof shingles Contractor to provide samples for selection Gutter, Aluminum,white coated Leader Chimney Same as wall shaft Lead-coated copper roof Room Floor Base Door Trim Wall Ceiling Note 101 Hardwood flooring 10 pine painted %2"xl ',,',"pine GWB painted GWB painted Closet,same finish as Entry (Species&size"IBD) painted Sec.09900 Type A Sec.09900 Type A Entry Closet Accessories and shelving to be determined 102 Same as above Same as above Same as Same as Same as Hearth for stove Living above above above Bluestone,or slate tile, Room to be determined 103 GWB painted Same as Kitchen Sec.09900 Type B above 104 GWB painted Same as Dining Sec.09900 Type A above 105 " " Closet Accessories and Pantry shelving to be determined 106 GWB painted Same as Soundproof insulation Toilet Sec.09900 Type B above Room 201 Treads:solid oak or Stringer: GWB,painted GWB,painted Rail:oak 1 Y."dia. Staircase bamboo,polyurethane Pine painted Sec.09900 Type A Sec.09900 Type A Rail support:chrome Sec.09900 Type E Laundry Same as Entry painted wood sec. painted wood GWB painted GWB painted Plywood shelving Closet 09900 Type E. Sec.09900 Sec.09900 Type B Sec.09900 Type A Type E 202 Same as above Same as above Same as GWB painted Same as Loft floor:'/."AC pine Main above Sec.09900 Type A above painted Bedroom Built-in bench seat:'/" Birch Ply,polyurethane 203 GWB painted Closet Accessories and Closet Sec.09900 Type A shelving to be determined 204 GWB painted Soundproof insulation Bathroom Sec.09900 Type B Tiles to be determined 1 205 GWB painted Closet,same finish as Study Sec.09900 Type A Study Closet Accessories and shelving to be determined 206 GWB painted Soundproof insulation Bathroom Sec.09900 Type B Tiles to be determined 2 Shower enclosure to be determined 11 DMSION 10 SPECIALTIES Wood Burning Stove:Owner supplied Chimney:Insulated metal chimney with stainless stl chimney cap BATHROOM ACCESSORY SCHEDULE: Room Item Product Finish/color size Note 106 Medicine Cabinet PL by Robern determined and/or mirror Towel Bar Basco or Ginger by GUSA Toilet Paper Basco or Ginger by GUSA Holder 204 Medicine Cabinet and/or mirror Towel Bar Toilet Tissue Holder Shower enclosure " and pan Wall hook " Toiletry Basket Basco or Ginger by GUSA Wall Shelf u 206 Medicine Cabinet N and/or mirror Towel Bar Toilet Tissue Holder Tub Curtain rod Basco Wall hook " Toiletry Basket " Wall Shelf 12 DMSION 11 EQUIPMENT APPLIANCE SCHEDULE: Owner supplied) Room Appliance Product Color Note 103 Kitchen Range Dish Washer Microwave Refrigerator 106 Toilet Room Bathroom fan See Lighting Schedule 201 Staircase Washing machine Vent duct and weather cover Cloth dryer 204 Bathroom 1 Bathroom fan/light See Li hting Schedule 206 Bathroom 2 Bathroom fan See Lighting Schedule KITCHEN CABINET and countertop: Owner supplied LAVATORY CABINET:to be determined 13 DIVISION 15 MECHANICAL PLUMBING FIXTURE TYPES AND SCHEDULE: Room Type: Product: Finish: Note 103 Kitchen Sink Elkay,Kohler,or American To be determined Standard Faucet American Standard,Kohler, " Grohe,Delta,Moen,or Elka 204 Bathroom 1 Toilet with seat Kohler " Sink American Standard,or Kohler " Sink faucet American Standard,Kohler,or " Grohe Shower heads American Standard,Kohler,or Grohe Shower control American Standard,Kohler,or " Grohe Shower enclosure Glass panel&door &pan Tiled or module 206 Bathroom 2 Toilet with seat Kohler Sink American Standard,or Kohler " Sink faucet American Standard,Kohler,or " Grohe Bath tub American Standard,or Kohler Deeper one,to be determined Bath filler American Standard,Kohler,or To be determined Grohe Shower heads American Standard,Kohler,or " Grohe Shower control American Standard,Kohler,or " Grohe HEATING,VENTILATING,AND AIR CONDITIONING Air conditioning: forced air,oil furnace 14 r . DMSION 16 ELECTRICAL LIGHT FIXTURE TYPES: Type A:Track lighting fixture,2-wire track with line voltage heads,WAC LTK-744 WT,white,with 75W PAR 30 Type B: Low-voltage track lighting fixture,2-wire track with line voltage heads,WAC LHT 808 WT,white,with 50W MR16. (Work with incandescent dimmer) Type C: Ceiling recessed mounted fixture,wall washer low-voltage trim,WAC HR-8425 WT,white,with MR16 75W, with HR8402H housing with built-in transformer Type D: Ceiling recessed mounted fixture,wall washer,determined. Type E: Wall or ceiling surface mount low-voltage spot with built-in magnetic transformer,WAC LP 808 WT,white, with 50W MR16. (Requires low-voltage magnetic dimmer) Type F: Wet location wall mount fixture:Lightolier"Rounder"2-light,#4734,with 2-60W A19 Type G: Ceiling recessed mount shower light,Progress P6660-16,with 60W A19,with P7 TG housing Type H: Ceiling surface mount fixture,Progress 5710,with 75W A19 Type I: Pendant to be determined Type J: Exterior wall mount fixture:Lightolier 483613Z,bronze,with 75W A19 LIGHTING FIXTURE SCHEDULE: Room Type Quantity Note 101 Entry C 2 ceiling recessed wall washer 102 Living A 5-8 ft tracks, 15 heads Track lighting 103 Kitchen C 7 ceiling recessed 104 Dining I Pendants or track with pendant heads D 8 ceiling recessed wall washer 105 Pantry H I Ceiling surface mount 106 Toilet Room F Wall mount Fan Broan S50U,with duct,weather ca 107 Enclosed B 8 ft tracks,3 heads Track Porch D 4 ceiling recessed wall washer 201 Staircase E 1 Wall surface mount low-voltage Laundry H 1 Ceiling surface mount 202 Main A 10 ft tracks,6 heads Track Bedroom E 1 Wall mount low-voltage 203 Closet H 2 Ceiling surface mount 204 Bathroom 1 F 2 Wall mount Fan/light 1 Broan S80LU,with 75W A19,duct,weather ca 205 Stud A 3-6ft tracks,6 heads 206 Bathroom 2 F 2 Wall mount G 1 Ceiling recessed shower light Fan Broan S50U,with duct,weather ca 15 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RES checkSoftware Version 3.5 Release lc Data filename:Untitled.rck TITLE:Leavitt/Nilson Residence COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:04/23/03 DATE OF PLANS:March 31,2003 NOTES: Ceiling#1:2FL cathedral Ceiling#2:217L flat w/attic Ceiling#3: 1 F flat w/attic Ceiling#4: 1 FL cathedral Wall#1:addition Wall#2:existing Floor#1: 1 F addition Floor#2:2FL cantilevered Floor#3: 1 F existing COMPLIANCE:Passes Maximum UA=414 Your Home UA=412 0.5%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Cathedral Ceiling(no attic) 566 38.0 0.0 15 Skylight 1:Wood Frame:Double Pane 4 0.840 3 Ceiling 2:Flat Ceiling or Scissor Truss 202 0.0 38.0 5 Ceiling 3:Flat Ceiling or Scissor Truss 100 0.0 38.0 3 Ceiling 4:Cathedral Ceiling(no attic) 314 30.0 0.0 10 Skylight 2:Wood Frame:Double Pane 12 0.084 1 Wall 1:Wood Frame, 16"o.c. 1663 19.0 0.0 86 Window 1:Wood Frame:Double Pane 227 0.480 109 Wall 2:Wood Frame, 16"o.c. 893 13.0 0.0 56 Window 2:Wood Frame:Double Pane 135 0.480 65 Window 3:Wood Frame:Double Pane 60 0.310 19 Door 1: Solid 20 0.360 7 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 208 38.0 0.0 5 Floor 2:All-Wood Joist/Truss:Over Outside Air 19 38.0 0.0 0 i Floor 3:All-Wood Joist/Truss:Over Unconditioned Space 858 30.0 0.0 28 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Builder/Designer� e. LO K k Date 4" 'Lr o _?ED A,90 R r "moi� G��;�?:•:' „� J�'�. J� _ � ,- REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lc DATE: 04/22/03 TITLE:Leavitt/Nilson Residence Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: [ ] 2. Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 continuous insulation Comments: [ ] 3. Ceiling 3:Flat Ceiling or Scissor Truss,R-38.0 continuous insulation Comments: [ ] 4. Ceiling 4:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: [ ] 2. Wall 2:Wood Frame, 16" o.c.,R-15.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Wood Frame:Double Pane,U-factor:0.480 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 2. Window 2:Wood Frame:Double Pane,U-factor: 0.480 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 3. Window 3:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Skylights: [ ] 1. Skylight 1:Wood Frame:Double Pane,U-factor: 0.840 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ J 2. Skylight 2:Wood Frame:Double Pane,U-factor: 0.084 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: Doors: [ ] 1. Door 1: Solid,U-factor: 0.360 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-38.0 cavity insulation Comments: [ ] 2. Floor 2:All-Wood Joist/Truss:Over Outside Air,R-38.0 cavity insulation Comments: [ ] 3. Floor 3:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 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. [ ] 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. [ J Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-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. [ J 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 OF must be insulated to the levels in Table 2. J Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1" and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 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) SURVEY OF �o a LOTS 83 , 84 & 85 , MAP No. 2 OF PECONIC SHORES FILE No. 654 FILED SEPTEMBER 15, 1930 / SITUATED AT PECONIC °o° s �o TOWN OF SOUTHOLD '� �, IPA SUFFOLK COUNTY, NEW YORK ;5 S.C. TAX No. 1000-67-04-07 \` SCALE 1 "=20' O' ' OCTOBER 25, 2002 \ �' ,3° ' �A. . AREA = 19,341 .95 sq. ft. 3 0.444 ac. - z � di / / , CE yNCE / �0 • �3 E vol ICL 9 too. a / o • 8� A#A Bco0iou��D�NiK .• ° X50 �� `�� ,� �' ��, ,�,, �r .' '�. 4r ��MSR f�' ��,Y• I a � TIE EDS 5�1�,�'. �GRp,IIE�'� • t `�, `O' �� Q� /' • a • y • ` d • • 4 • •, f / a ; • 4 • 0, C7 a • ti r PREPARED IN ACCORDANCE WITH THE MMNMUM '00� STANDARDS FOR E Sl/lYEYS AS ESTABLISHED \vJ BY THE L.IALS. APD APP100ED Alp ADOPTED FOR SUCH USE THE NEW YORK SPATE LAND r TITTLE ASSOCUTIO r Of co .� r � ys 49 �' J N.Y.S. Lic. No. 49668 UNAUTHORIZED ALTERATION OR ADDITION THIS LAWIS A VIOLATION OF Joseph • kVegn � SECTION 7208 OF THE NEW YORK STATE ED EDUCATIONN UNM. COPIES OF THIS SURVEY MAP NOT BEARING Land Survdyor THE LANG SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERfIOCATTONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Tifk Sur-10 — C �W IS PREPARED. AND ON HIS BEHALF TO THE — Sf/t►dlVlSiOnS — Site FkM OnStruction C TIRE COMPANY. GOVERNMENTAL AGENCY AND oI ��'TDING� DIN"_ PHONE (831)727-2090 Fa (631)727-1727 TUTION. CERTBTCATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY OFnCES LOGTED AT AMM ,DRQ AND/OR EASEMENTS OF RECORD,"IF 1380 ROANOKE AVENUE P.O. Box 1931 ANY, NOT SHOWN ARE NOT OUARANTEED. RIVERHEAD, New York 11901 Wmheod, Now York 11901-0965 SURVEY OF LOTS 83 , 84 & 85 ' MAP No. 2 OF PECONIC SHORES .� FILE No. 654 FILED SEPTEMBER 15, 1930 i SITUATED AT PECONIC pp �s TOWN OF SOUTHOLD �5p SUFFOLK COUNTY, NEW YORK ES.C. TAX No. 1000-67-04-07 ,65. 01 61- V a' SCALE I "=20' OCTOBER 25, 2002 MAY 5, 2003 ADDED TOPOGRAPHICAL SURVEY }6 ami AREA = 19,341 .95 sq. ft. 02 / 5 0.444 CO. T 0 V \s % NOTES 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM v EXISTING ELEVATIONS ARE SHOWN THUS: y0'� z5ex 110 EXISTING CONTOUR LINES ARE SHOWN THUS: - - Is - -- °git HA,c Nz ,VI• o, q-, � o$ sq Sha / I _coNc ,doa IDPr� i sHIn W4 cYe !y i h 'ao .slot�Rc*mow Fu 11L V0' E�Gvosc o i� n FWs"TDa 'MCODE FIAG 3 000 14WN• N6 t'A 1 a / I WBtP.a'/ 'cVF1.D0. µoro nE 3 ,✓ /' nfl Eoclw - oi o a 01"01 O LA jGl _ In pT" g6 1 SIL 05 �/ b FLAG N1 TO MII IS SURVEY 15 AAAOMHON OF UI➢ON I ' 'A> / • Csl �� SECTION ]209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING I THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHMl1 NOT BE CONSIDERED TO BE A VAUD TRUE COPY t 1 j \ a'' ONLY TOA THHESPERSONi FOR WHOM HEREON �SURVEY ��✓ 1 ' e / IS PREPARED. AND ON HIS BEHALF TO THE \/ T .N �' • Jp q'��`� TRIS COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. AND !L �Y TO THE ASSIGNEES OF THE LENDING INST- • TUTION. CER➢HCATIONS ARE NOT TRANSFERABLE. 000 THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF N ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN AC GLANCE WITH THE MINIMUM BY IT FOR TLE SURREYS AS ESTABLISHED Joseph A. Ingegno BY THE H USE AND E NEW YO AND ADOPTED FOR SUCH USE THE NEW YORK STATE LAND TITLE (SSOCIFiI Land Surveyor fir I Tine Surveys — Subdivisions — Site Plans — Construction Layout n Nj; - PHONE (631)727-2090 PoK (631)727-1727 Q�a OFFICES LOCATED AT MAILING ADDRESS NY S Lo. No. 49669 13BO ROANOKE AVENUE P 0. Box 1931 RIVERHEAD. New York 11901 Riverhead, New York 11901-0965 22—;340,4 PROJECT: ADDITION AND RENOVATION 10LEAVITT/NILSONRES IDENCE LIST OF DRAWINGS OWNER- JOAN LEAVITT AND JUDITH NILSON T01 TITLE SHEET 450 HUNTINGTON BLVD PECONIC NY 1195801 A0EXISTING PUN _ - EXISTING FRAME SHED 831 765 1893,719 421 7757 A022 HEV PLAN � nI A03 FIRST FLOOR PLAN A04 SECOND FLOOR PLAN m!v # ARCHITECT: STUDIO AIR,ARCHITECTS A05 ELEVATIONSm O O HIDEAKI ARIIZUMI A06 BUILDING SECT ION -' N GLYNIS BERRY A07 INTERIOR ELEVATIONS FIRST FLOOR MAJOR ROOMS m A05 INTERIOR ELEVATIONS SECOND FLOOR MAJOR ROOMS I _ EXISTING 1 STORY FRAME BUILDING Q 111 FOURTH AVENUE N2M �__ __ - PROPOSED 2 STORY FRAME ADDITION a NEW YORK,NY 10003 D01 TYPICAL GLAZING PROTECTION PANEL DETAILS - - TEL 2128772997 FAX 212677 7899 S01 FOUNDATION PLAN AND FIRST FLOOR DECKING PLAN 501 SECOND FLOOR AND ROOF DECKING PLANS - 24190MAIN ROAD S03 LOAD PATH DIAGRAMS I _ �� h —22-1 ORIENT,NY 11957 SO4 TYPICAL LIFTUP CONNECTION DETAILS TEL 8 FAX 631 323 14"2fi j M01 PLUMBING LAYOUT -Y Inn vn MO? HEALING AND AIR CONDITIONING LAYOUT CC J E01 ELECTRICAL LAYOUT w NSEILI x SUMMARY OF WORK and NOTES EXISTING DECK — `F;;�_ WIT Ou I CLI I I'„A', A SECOND FLOOR AD DIT ION EXISTING DRIVEWAY -- 1 NEW 2%8 EXTERIOR WALLS WILL SIT ON THE EXISTING 2X4 STUD WALL ALIGNING OF CUPAN Y INTERIOR SIDE m 2 THE 2'GAP BETWEEN 2X4 AND 2X0 ON THE EXTERIOR SIDE OF THE WALLS SHALL BE FURRED AS REQUIRED } PL M Z B FIRST FLOOR ADDITION AND RENOVATION TNG C ROOFING AND REROOFING ALL ROOFS OLD AND NEW ALL PLUI BI GWASTE o 4A5 B' D ATE LI ES NEED a D SHINGLING AND RE-SHINGLING ALL EXTERIOR WALLS,OLD AND NEW CERTIFICATION OF FASBENDE G BE-ORE COVERT jc6 E FINISHING AND REFI NISHING ALL FLOORS.WALLS AND CEILINGS OLD AND NE NAILING A CONNE In S - 1 m F NEW PLUMBING SYSTEM CONNECTING TOTHE EXISTING SEPT ICSYSTEM p�Ly RTI Ili/'� TION °a G NEW HVAC SYSTEM FOR THE ENTIRE HOUSE WITH NEW OIL BURNING FURNACE WITH HUNTINGTON BOULEVAEM LEAD CONTEN B FIRE NEW OIL TANK SITE PLAN CERTIFICATE OF O C PANCV for H NEW ELECTRICAL SYSTEM COMBINED WITH EXISTING SCALE 1"=40' c DRAWN BASED ON SURVEY MAP BY JOSEPH A.INGEGNO,RIVERHEAD,OCTisr ,nA W TER 20 A NOT NOTES ABBREVIATIONS LEGEND&MLBOUNSTRUCTION SHALL EXCEED 2/10 OF % EAD. " 1 WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL AFF ABOVE FINISHED FLOOR U O N. UNLESS OTHERWISE NOTED MEET THE REQUIREMENTS OF THE APPROVED AS Io LAWS,BY-LAWS STATUTES,ORDINANCES,CODES,RULES,AND REGULATIONS THE & AND V.I F VERIFY IN FIELD CONTRACTOR SHALL PROMPTLY NOTIFY THE ARCHITECT OF ANY PORTIONS OF THE WORK IN IT AT W WIDTH m THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE ABOVE NO WORK SHALL B U BOTTOM OF W; WITH CODES OF NEW YORK STATE. i a m PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED CLG CEILING WWR D WOOD PROOFING W DETAIL85HEET NUMBER DATE B•P•♦1 CONT CONTINUOUS - - 2 ALL MATERIALS,ASSEMBLIES,FORMS,METHODS OF CONSTRUCTION AND SERVICE DET DETAIL FEE: 36'�• �D BY: EQUIPMENT SHALL CONFORM TO THE BUILDING CODE DIA DIAMETER �I .� SECTION X SHEET NUMBER DIM. DIMENSION n" NOTIFY BUILDING DEPA!RTME T 3 ALL NEW WORK SHALL COMPLY WITH PART IV OF RESIDENTIAL CODE OF NEW YORK STATE, To DIMMER �\ - AND/OR ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE DWG DRAWING ��Qn oni+ ELEVATIONeSHEET NUMBER •IGS-1BOZ 8AM TO 4PM FOR r ELEV ELEVATION < <� FOLLOWING INSPECTIONS: 4 ALL NEW INTERIOR FINISHES SHALL BE CONSTRUCTED OF MATERIALS MEETING SECTION R319 EXIST EXISTING ° " n OF RESIDENTIAL CODE OFNEW YORK STATE FOR FLAME SPREAD AND SMOKE DENSITY ELEC ELECTRIC (r) DOOR NUMBER 1. FOUNDATION - TWO ED RATING EQ. EQUAL Lam^ EXT. EXTERIOR - FOR POLM CONC%"M N 5 VERIFY ALL DIMENSIONS IN FIELD FIN. FINISH WINDOW NUMBER FL FLOOR w2. RuOl�I�K1�F�1�MFuRAMNG i PL N FT FEET GA GAUGE ROOM NUMBER 3" IN$�ATION GWB GYPSUM WALL BOARD �• FINA�L�y-�W1�wl�InwTION m HRDWD HARDWOOD I- -- sHIT HEIGHT '7� STRUCTURAL DIMENSION •11��yyy��.�.}}pp��F��p��l!F'��ORNCJ.�O�.� m HVAC HEATING VENTILATING AND ALL CONSTRWIION SNALL 74 y MAX AIR MAXIMUM �,� FINISHED DIMENSION REOL031BUSBF7KCODE OF Z MECH MECHANICAL GVMnYORK STAfYL NOT REWONS ILE Y MEMB MEMBRANE ��pp ma/�/�yy.� yy�y�� MIN MINIMUM /� ^ DESIN VIS CONS RUCTION MTD MOUNTED DO NOT ��'I'TH MTC METAL COMPLY WITH ALL DES OF FRAMING UN SURVEY uJ INLC NOTINCONTRACT NTS NOT TO SCALE NEW YORK STATE & T �N CODES OF FOUNDATION LOCATION PLY PLYWOOD ON LUSTER AS REOUIRED AND C ITIONS OF HAS BEEN APPROVED. O t R RADIUS REOD REQUIRED - J W o RM ROOM 0 SF SQUAREFEET ! , M SIM SIMILAR a �Bp FLOOD ZONE 1 = O SS STAINLESS STEEL ,11�/r IIIam- 1` STL STEEL ---`+`-- �T PSN GC7wLY WITH CHAPTER 46� �j �, ° ~ Lu N a TEL TELEPHONE /t� 9d11WMDT TRZTEMLOOD DAMAGE PREVENTION 4 (�1 �O� Q 0 Lu TH THICKNESS 4 T G TOP OF � SOUTHOLD TOWN CODE. J H TVP TYPICAL �� m o � O U ' 2'-3" m 34'-10" a 26'-74' '-2" 2'-3" m i 34'-6" �_ R I N m m m x U � crawl space crawl space Lo � N } o� in O O O O O i[> v N NFOC x u m O rn w a full basement ED O o o o _ m o o m m m r r 16'-1z" 20'-7z" N 37'_03" N 4 36'-84" m m N r r m N N N O W U > Z z W s � Y BASEMENT PLAN, EXISTING � FIRST FLOOR PLAN, EXISTING U �LJ W N z Z v O Q U) J c ZC7 � � Z o O D 4 j o WX J W 0o y ROOM FLOOR AREA GLAZING AREA OPENABLE AREA ROOM FLOOR AREA GLAZING AREA OPENABLE AREA LIVING 305.7 SFT 117.6 SFT (30.5%) 54.7 SFT(14.2%) MAIN BEDROOM 263.3 SFT 70 SFT(26.6%) 10.6 SFT(7.1 %) KITCHEN 119.4 SFT 25.3 SFT(21.2%) 14.7 SFT(12.3%) STUDY 207.9 SFT 28.1 SFT(13.6%) 25.6 SFT(12.3%) N ^' DINING 139.2 SFT 17.7 SFT(12.7%) 11 SFT(7.9%) ` V ENCLOSED PORCH 207.6 SFT 69.2 SFT(33.3%) 50.0 SFT(24.1%) 0 m Q 26 25 20 19 21 0 o c ENCLOSED PORCH 205 ji 107 z1 ao STUDY O d w _ u O � 10 17 m - - � - - — — — — — — — — — B TH 00A 2 L J Os Y I I zz 11 1s z O0 TO ET STAT 201 S zo3 a 14 ................................... , SK- LOSET oc 1a IO O mDINTNG o.......!L ! za ............... .:......_.... ...... 6 ' �I NTRY a of ] LIVING o 0 5 los 102 ................... ... O _ EMERGENCY o eC.) 13 ESCAPE & 00 zoz RESCUE WINDOW N K-1 KITCHEN O O 3 4 m K 1 K 2 K-1 K- MAIN BEDROOM LJ L _I 101 O r ENT a e N x 1 r N r 10 � N N N N O W O AO Z 2 W Y ED AR FIRST FLOOR PLAN SECOND FLOOR PLAN w z LEGEND O '}} a `.`1�:i + VJ L " J r EXISTING WALL TO REMAIN Z Z ..... ....... ..... . EXISTING WALL TO BE DEMOLISHED ......... ....... .. .. .... .. ..............: NEW WALL x` Q 07 ai ° LlJ W _ a I N -2'-6"--L2'-478 'lj L2.48 �-2_g �co co o + R.O. R.O. N ' Q Ln I 5z' n 1 52- N (V V o o v 31,. 2 GWB ON 1/2" PLYWD SHEATHING ON THIS WALL 5 �„ 2 F �0—AIN co R. 2 L4,_9„ 1„ I 1 1 T-92" 32' 2 o 1. 32., 1 _52.' 10'-0-2 o o a "' INSTALL o :i' 2' 2" �::T—SOUNDPROOF io INSULATION 0 v IN BATHROOM ih PARTITION N SUPPLY AIR DUCT z = SPACE - O O � — — RETURN AIR a _I DUCT SPACE N X. N w \ fD 2.6LID , N z N e m W N m r N N N c 0 �2' uJ o �I F - -I —� _ 0 Z p 32" 311. V)Wz z ;, W L — J J — J 3' } Oa d ]O� v 21.. 32" 1 m _ (n 2 3' 2'-3 " r J O 15' 10" 2 i� z 0 LL - - - — - - - 1 - - -1- ALL 32" ,lr�� ; a � R.O. 1 w LL mo rl� oN m 2'-6"—�2'�8"� �4�_5e'. N v R.O. R.O. o 2' GWB ON 1/2" PLYWD SHEATHING 52" Q 1, ON THIS WALL ami 2 o Q O rIc 20'-01" 1 zo o LY N 52" o L m � N _�I m \ 3232.. 32' r;lmp v m U x rN NcQ- U m W — — — — — — — — — — — — — — — — — — — _ co N (V m J O z r--Ico O m CLOTH WASHER AND DRYER a x 0 m SHELF--------.. j1'-102" 1'-32" ID 1 N m -52.. ( / m I-IaD 0 / iy Go N m m r 1c) r m N N N w 1 C? 4 INSTALL ry 2 SOUNDPROOF 1. INSULATION rlao IN BATHROOM N AIR RETURN GRILL PARTITIONS N T l o W o � o V Uz rIN fl 15" HIGH 1„ Z � 51" BUILT-IN BENCH 12' 2 �. cD `. W o N 2 1n C ` ` pZ 20, 0 3 'L In Q m W J z 1 !< 1 a' n _ B'-1" 11'-112 " " ;:r.. N O Z Q' 0 1,. 0 0 & 7 2 'IN 0 t //f J J N�,N SIN J Z LL LL o _ IN r 05 ~ Z N a LZ ® 8 1'-64 2p-0 1'-112 W W 1,. I ' 8 R.O. R.O. J (A v 2 m N 1 O Y / TYPICAL WALL FINISH: O FASCIA: 1X6 PAINTED 0 REPAINT EXISTING a WALL: 1U WHITE CEDAR SHINGLES / 22 FACTORYOILINED o Q W/BLEACHING ING OIL � WOVEN CORNERS / \ / \ _ O _ m m n m TRIM: 1X4 PAINTED y 'a r FOUNDATION WALL: \ PARGED Y C i d Q Q x O O O C a a NORTH WEST I 2 m e N r _ m N N / N O r m LJ r O O m 17 10 1 y 20 LU o U > Z z LLI U Y 1 tt 3 4 0 ¢' a J U Z o O � 0 � LL O SOUTH EAST lk > j J W INSTALL WP. MEMB. MIN.36" TYP. ROOF CONST: O1 ROLL ROOFING 55 LB OR BETTER N AT VALLEY ASPHALT SHINGLES ON 15 LB ASPHALT FELT ON O 10 1/4" R38C BATT INSULATION 5/8" PLYWD SHEATHING ON 1 MTL DRIP EDGE FLASHING,TYP. BENT SHEETROCK AT RIDGE BOARD 2X12 RAFTERS @ 16"O.C. .a 46"RADIOUS APPROX. 37'-9" 2' INSTALL WP. MEMS. 1 RIDGE VENT 1 15 LB ASPHALT FELT OR BETTER 12' 12'-102" 12'-102" 11MIN. 36" FROM THE EAVES, TYP. .. „ _ m 2 2 a 10 1/4"R38C BATT INSULATION ._='' 5 o CONTINUOUS IN ATTIC 12 1x6 RAKE BOARD `�_ INSTALL B 1/4"R30C BATT INSULATION u ,a S /a �� ------ �.._ m ON ALL CATHEDRAL CEILING m 10 1/4"R B TT IN3U6A`fl0 1xX PAINTED �`"�.,. 52" INSTALL 10 1l4"R36C BATT INSULATION r - MW_ TI S ON ALL FLAT CEILING WITH ATTIC rn R-19 BATT INSULATION =_ v TYP. �` iia Aa A MTL DRIP EDGE FLASHING,TYP. z ' SUPPLY DUCTS ¢ a m - Q N - d LLw mry 1x6 FASCIA O 2X6 16"O.C. I Q TYP.WALL CONST.: _ L6 w H a 1"THICK VENT-STRIP ON 2X2 'a WHITE CEDAR L C7 w w 1/2 WB ON � N p w r o SHINGLES, w w ~ 1/2' LYWD S ATHING 3 It = y 3-2x8 HEADER m FACTORY a J g w SIN p LL "� a PRESTAINED - Q N 4 1-2 6 PLATE - iia -_. m r ¢ = g ga 2-1 3 4"X7 1/4' ICRO �iw o i� BLEACHING OIL 4 3 0 m w a � 1-2X6 PLATE ON ° WITH WOVEN m N r m o ¢ 2-1 3/4"X71/4"MICRO CORNERS ON BUILDING EXISTING ROOF BEHIND o PAPER - TYPICAL NEW B SE _ °+ 1X3 WHITE PIN Nm N ON e"PLYWOOD - PAINTED - SHEATHING _ T.O. 5/B"SHEATHING ON 2X6 STUDS @ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ m 16"O.C. — — — — — — — — — — — — — — — — — — — — — — — ] T.O.2-PLATES, EXISTING r r y r L — — RETURN DUCT N x TJI 550 14" 10 1l4" R313C BATT INSULATION m @ 16"O.C. FULL HIGHT BLOCKING BELOW PARTITI S IN OVERHUNG FLOOR CONST. m TYP. r 1YP m @ 12"O.C. r INSTALL 3 1/2"R15 BATT INSULATION 1/2"GWB C OR EQUAL - 1/2"PLYW HEATHING IN EXISTING 2X4 EXTERIOR WALL CONST. = IF NOT EXISTING d = R311 BATT INSULATION IN NEW FLOOR CONST. Ui o OVER CRAWL SPACE V z z W R30 BATT INSULATION /--'•• "'� LUz NEW CRAWL SPACE: .' r _ RAT SLAB ON IN EXISTING FLOOR CONST. IF NOT EXISTI G Q' O N 6 MIL POLYETHYLENE BAPOR RETARDER �;. ;:- z O U t J Ll l U ° 0 o EAST-WEST SECTION ZZ oF_ LL o N �1� ❑ Ni W a ° � JCOv y DOOR TRIM(NEW): 1/2"X 1 1/2"WHITE PINE, PAINTED,TYP. TRIM: 3/4"X 3"PAINTED, TYP. EXISTIN 3 3"TRIM 0 1 _ � O 0 GWP PAINTHL F1 \ / _ m EXISTING 3"BASE o Q KITCHEN, ENTRY, LIVING WEST OR TO MATCH EXISTING o OR LIVING NORTH LIVING, DINING EAST 20m I m m N x y � m n m m } v a \i OPEN O OPEN OPEN OPEN 0 a ti 0 LDINING, KITCHEN SOUTH LIVING SOUTH ENTRY, KITCHEN EAST m e N m m n m _N \ OPEN x OPEN OPEN OPEN r m m / � r n m N N ,� KITCHEN, DINING NORTH DINING, HALLWAY WEST "' N 0 W U > Z z GWB TYP. UNLESS OTHERWISE NOTEDGWB ON 1/2"PLYWD SHEATHING Z d r. i Za u 1 O W a L JJW = LL [7 F— ENCLOSED PORCH NORTH EAST SOUTH WEST c4atZ r a QLLJ W JZ � BENCH SEAT 1/4" FIXED GLASS 3/4"BIRCH PLYWD 1xX PINE TRIM XX PAINTED m POLYURETHANE PAINTED N M O K/ HEAD, JAMB: SHEETROCK WRAPPED FURRED WALL NP. FOR 2ND FL. FOR RETURN DUCT 8 GRILL O � 3' o - a v u' SILL. "PINE EXTENSION '? PAINTED, . FOR T 2ND FL. r 7-77-1 O N \ GWB m m n TYP. - mu N L2rJ d MAIN BEDROOM SOUTH MAIN BEDROOM WEST MAIN BEDROOM NORTH MAIN BEDROOM EAST I z c m GWB TYP.UNLESS OTHERWISE NOTED GWB ON 1/2 PLYWD SHEATHING O v v 0 m O a N � STUDY SOUTH STUDY WEST STUDY NORTH STUDY EAST m m n N N r 3' FIXED GLASS w m r l N ON ml� �'iIV Ot N HANDRAIL _ OAK 1 1/4" DIA. U > ui In PIE `\ Z m w z OPE F------ OPEN �\ OPEN OPEN W H N m / ----- \� r Z Q u F�J L OW r �� STAIRWAY NORTH STAIRWAY EAST STAIRWAY SOUTH STAIRWAY WEST 4 0 0 N � 'r1 Q d Lu ffi - w J Z m N O 1x4 TRIM 1x4 TRIM # O u 1X3 GLUED TO THE PANEL o Q 11X3 GLUED TO THE PANEL /2"PLWOOD SHEATHING a 1/2"PLWOOD SHEATHING 2 1/2"#8 WOOD SCREW @12"O.C. 2 1/2"#8 WOOD SCREW m @12"O.C. N V 9 N 'R M m m x u ,e m N r N T z I Z C � W ry D O O p V OX 2 O E1 a w ¢ w d � E wJ of a d c Q ¢ O O p 2%4 PRE-FASTENED TO PANEL m 21/2"N9 WD SCREWS rn @ 12'0.0. rm r ^ m J N r w W r m N J n W m Z N DECK Q N N Z _ Lu > TYPICAL WINDOW INSTALLATION INSTALLATION FOR PATIO DOOR WITH DECK �` Z LLIC z W � _6 0O r LU d z •�� /1' '.'fig � O � tt r � ZZ v O N a U) Q € _( 0" > U a �Ifir/ Q a- o W >_ bi 19' 4"X16"VENT WITH 1/4" SCREENED MESH, TYP. 2 5 o r N NEW FOUNDATION 6, 2X10 @13" O.C. N CUT OUT EXISTING FOUNDATION WALL T FOR ADDITION 18"X 24" MIN. FOR ACCESS REQUIREMENT J \8'. yj o o - II JI m il) 4 m o INSTALL ADDITIONAL 2x4 STUDS y m _ @ 12"O.C. d ___.. EXISTING y BELOW THE NEW CRAWL SPACE 1„ CANTILEVERED FLOOR JOISTS m NEW FOUNDATION FOR CH W GO�J o EXISTING [ +��t� BASEMENT x NEW 3" DIA. STEEL C OLUMN �y�'0�03 0 BELOW NEW COLUMN ABOVE n ON NEW CONCREE1 PAD 24" X 24" X 12" EXISTING it W/ 344 RE-BAR EACH WAY s ---INSTALL ADDITIONAL 2x4 STUDS o BELOW THE NEW CANTILEVERED FLO R JOISTS � 2 m m 1 .l FOUNDATION PLAN �� FIRST FLOOR DECKING PLAN N N Z ° ---5/8" DIA. ANCHOR BOLT @ 72" O.C. max. N TERMITE SHIELD j 7" MIN. INTO CONC. OR 15" MIN. INTO GROUTED CELLS \ 1/ NOT MORE THAN 12" FROM CORNERS, TYP. Z 244 REBAR @ B"O.C. IN GROUTED CELLS, TYP. U W m � o W o WATER PROOFING, TYP. Z O 'z z t 2 #4 REBAR @12"O.C. CONT. TYP. ED A.f�Cy/? Q 0 At7q,. . , W I.-_� 2" RAT SLAB ON 6 MIL POLYETHYLENE DAMPPROOFING z O LL v 00co 2� r 0 Z N a CTYPICAL MASONRY WALL FOUNDATION v o 11/2„=1'-0„ w U- a m N N0 O U ' Ul O U) a v, A B C DB C D o 19' 112" -ii N 07 m m X wLu m v mJ m TJI 550-14"DEEP - W _ -� @16"O.C. 0 0 2X m Ratter Ties z U -+ @ w 2X6 @ 16"O.C. �_ BAND JOIST ()d rn a o � O 2-MICRO 1 3/4"X 14" - X S LEVEL @ EL a ox 4 HEADER 2 2X10 HlEaADER 2-2X 0 4 2-MICRO 1 3/4"X 7 1/4" m / BLOCKING IN FIRST a INSTAL-ADDITIONAL 2XI STUDS X j \ TWO RAFTERS,TYP. @ 12" .C. — — — ° BELOW THE NEW o aN CANTIL VERED FLOOR OISTS ap \ / O U N 2X12 RAFTERS N z o `� I \/ /� @ 16"O.C. Lu a 0 o p mm 6 Q N - RI DGE5FAM 4-MICRO 1 3/4"X 14' @ 3 U) N° 3 a H EXISTING ROOF y O _m � r _ Q m m N o J � r 0 LlHEADER Z N 2 / ,I Y m 2 4" W m wo C) O z w0 SECOND FLOOR DECKING PLAN 3-zxa /— ROOF DECKING PLAN Lu 0 Y C SCALE 1I8"=1'-0" SCALE 1/B"=1'-0" Cn W Z z LY Q N Z w N O O Q J J LL o H0 rff n Ww J U) ° POD, N M FDUr O PIN IN NONFE.NI Ri�FpXW4a iNIXN y # O O r - OI o E�SIINOFW! XEPFIN J NE �( l - O 0. ENSIIx O MX OPEN LfOUNGgTUN —[:O:L u �_ - VI O N uEfE �v MNi54X1Y —_--- — - - — - -. - - — _ — n ELcIPumx xI PND m �Hwi sFnceE" � Lo N x N DI5 EXTERIOR NORTH WALL � EXTERIOR WEST WALL °' RID F � L m z C 01 O POPE EXINP O NON MEPNWNI �fO UNNL N4XtlEPFNGSXE�Ny IiENiDNN`�EWW� Q {vA I1�1 COLLA a PERI POLL PEN D BEXIND NWff U N B xD rtNsi 0 xD A. � 0 LO -IND IERE IFPPEAN.NP-DANIN— EXI.i G qLL ESED Wµy DIY O m DID DID V JEXTERIOR SOUTH WALL EXTERIOR EAST WALL INTERIOR BEARING SHEAR WALL N J @ ENCLOSED PORCH AND STUDY WEST r m N n DID NII. 1 1 L N � SYMBOLS: m Hf Pnf}Efl PE_S O LOCATION OF HOLDDOWN W o 0 cNDEF W,EDLOM I 1 1--- I 1 LOAD PATH Zz WLFN. rA xD,mss D.Lxx.xc,osL '\ Y 1 wQ � � --- ------ - z Q D V/ 0 L J r �G� EAST-WEST SECTION �� NORTH-SOUTH SECTION THRU z LL USTUDY AND ENCLOSED PORCH H a IN ctlgr/07 w < � o J J � 1 1/4"20 GAGE STRAP m W/Bd COMMON NAILS AS PER SCHEDULE 0 TYP. ?t O i a m N a V O _ rr r N I I n n m N � f0 NEW 2FL 2X6 STUDS NEW 2FL 2X6 STUDS BLOCKING PANEL ^ NEW FINISHED WALL>� m c m O v a a x END JOIST END GIRDER m° a a 1 1/4"20 GAIWALL . 1 1/4"20 GAGE STRAP o W/Bd COMMW/Bd COMMON NAILS AS PER SCHAS PER SCHEDULE TYP. TYP. � o _rn NEW FINISHNEW FURINm EXISTING SHEATHING EXISTING SHEATHING ^EXISTING 1 FL 2X4 STUDS EXISTING 1 FL 2X4 STUDS c^c ry ry x m ^ m C3 CROSS SECTION THRU CANTILEVERED FLOOR ASSEMBLY, WALL 'C' & 'D' c/) cc Q � ry W N Z O w O O O U LU } Z U Z -fl ARn`` Q Z o '�' 1.. 1 1/4 20 GAGE STRAP !'; U) z W/Bd COMMON NAILS `�^ I AS PER SCHEDULE TYP. 1 u 1 O U) F— <Q N TYPICAL CROSS SECTIONS THRU WALL 'D' �� END VIEWS ct.1 r o 3 W 0- (2) a C_. (^ iD J w 4"VENT EXTENSION THRU ROOF - -- -- ROOF — - —� ROOF - —— — _ — _ — — -) SHOWER IVVENT STACK 2'VENT 2-VENT m CLOTH WASHER TUB WC LAVATORY WC L LAVATORY CLOTH WASHER I TUB WC LAVATORYI WC SHOWER LAVATORY I O Ff r - T - i TT - -1 S PND FL —.--_._-- —_� I 2ND FL a L - - - - - - --- 3"WASTE,PVC WC LAVATORY KITCHEN SINK d WC LAVATORY 13"WASTE,PVC I KITCHEN SINK d DISH WASHER J I DISH WASHER ip r=-Z I p N Ir ,ST EL ---- ,ST FL jI N - —_� 3"WASTE,PVC m m _ i"H.W _ J _ m 4" US3"WASTE.PVC E WASTE U1 x ( E STING OR THE EXTENSIONEXISTING U WATER MAIN F R AC 8 HOT WATER HEATER w _m -- BASEMENT --------- --- -------- BASEMENT ^ N C1 WATER SUPPLY RISER DIAGRAM � DRANAGE RISER DIAGRAM NOT TO SCALE NOT TO SCALE z O v a 0 O a d m 3"SOIL STACK 8 3"SOIL STACK&2"VENT STACK 2"VENT STACK -` - m 3"WAS ° J TO EXIE T NG HOUSE TRAP L - ARC *- , N r - - - 1"H_W.--_ -�--L - - I m FURNACE& _ 1"C.W. I� ? - WATER HEATER IN BASEMENT ( /'--�--� �_� uW~i - - 'I m f-71H < -� - m C m IIL N m TO EXISTING v m WATER SUPPLY _ CD Z w o 0 U Y,0 r z y w i p, m T ' Z N 2"VENT ---- O FI T FLOOR (4) 4SECOND FLOOR co3 d _ - C _ 1l8' 1'0" Z NOTE: NOTE: I-- ALL ALL HORIZONTAL PIPES RUN IN BASEMENT ALL HORIZONTAL PIPES RUN IN SECOND FLOOR CONST. '1 /ir lea; t a UJ J v J EL mo 2. m o N O v I m 0 a I S m II o a -" m N m m I I m N - a CONDENSATE UNIT _ _ _ _ _ _ _ _ _ _ m ZONE L J _ � z ZONE 2 2ND FL SUPPLY DUCT O (ZONE 2) _ e AIR HAN XER e IN BASE NT � O n I C,r, (-M-) — 2ND FL RETURN DUCT m (ZONE 2) m n N _N L r m m N r r m N N m m 0 U > Z Y Lu Lu z 1 FIRST FLOOR SECOND FLOOR w•,. — oF- O 0 ALL HORIZONTAL DUCTS RUN BELOW FLOOR ALL HORIZONTAL SUPPLY DUCTS RUN IN ATTIC ,`� .: Z } � � �-cG =- HORIZONTAL RETURN DUCT RUN IN 2ND FL FLOOR CONST.AND ATTIC. J — 1 4,(zr/o 3 Q a t w > ,�� VOICE,GAIA r1 t+ �\ I O +7 A IFF r p6FT E ui l B FT B A VOICE W 'M N D D D D T uD '��pI CLOTH DRYER VENT 20 _ A A ai R �� r mm voic �qq-+ D N 1 - �� Fl D I � L LJ HOr / F I LD, H I I I C- _ C IN - }-RANGEEIATA QD O L /I — «C• MICROWAVE Q °mb � A m A r �7, L_ C C C €T - E 10 FT IIIIII-�I a - D N O 1 F OCc k C. D Ci Ci L�SL T 'f1't' (ptV OI j CQ — _ - - —' m D.W. m r n REFRIGERATOR n N N R _N r m m N r N N / FIRST FLOOR ELECTRICAL LAYOUT /",�' SE� COND FLOOR ELECTRICAL LAYOUT �— l L W o U > z z Q CEILING RECESSED MOUNT LIGHTING FIXTURE I'D DUPLEX RECEPTACLE -0 FAN OUTLET W `o • CEILING SURFACE MOUNT LIGHTING FIXTURE DUPLEX RECEPTACLE PROTECTED BY GROUND CIRCUIT FAULT INTERRUPTER FAN LIGHTING COMBINATION FIXTURE r. m r!, - ..� W z I-Q WALL MOUNT LIGHTING FIXTURE -9 SPECIAL PURPOSE OUTLET ,-l+ ++ Z 0 u Q d LIGHTING TRACK AND FIXTURE -u- SMOKE ALARM -i!'r 't• J c $ SINGLE POLE SWITCH $J _J Q TELEVISION OUTLET / +_ G ¢, THREE WAY SWITCH NOTE: INSTALL ONE ADDITIONAL SMOKE ALARM j;2; Z U a +!J TELEPHONE OUTLET AND ONE CARBON MONOXIDE ALARM - �) VOICE DATA IN THE EXISTING BASEMENT "' y SINGLE POLE SWITCH W1 DIMMER N „ /.Lr p Q _jai v W J m JW o