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HomeMy WebLinkAboutBLD2013-00285 BUILDING PERMIT APPLICA ON MLA08-00125 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00285 Received Date: 9/13/2013 SITE ADDRESS: 334 COUNTRY MEADOW RD CHIMACUM, 98325 OWNER: A MICHAEL GOULD PHONE: ARTHEAJ CARR GOULD PO BOX 117 CHIMACUM WA 98325 SUBDIVISION: Block: Lot: TX 5+ PARCEL NUMBER: 901274010 Section: 27 Township: 29 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOD NSFR, no garage TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,848 VALUATION 175,000.00 ADD'L: HEAT TYPE: RAD CODE EDITION: 2012 HEAT BASE: HEAT TYPE: WOD OCCUPANCY: UNHEATED: 0 #OF STORIES: OCCUPANCY: OTHER: 1,180 CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: 140 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 1PWELL BEDROOMS: BATHROOMS: Exist: Exist: Prop: 2 Prop: 2 Total: 2 Total: 2 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,895.00 MEB 09/12/13 142487 Appp[[dd ovED Plan Check $1,231.75 MEB 09/12/13 142487 State Building Code $4.50 MEB 09/12/13 142487 OCT 3 0 2013 Potable Water Application $66.00 MEB 09/12/13 142487 Total: $3,197.25 Jefferson County DCD \\+irlcmer4\rle+o\fnrme\G RI n Ann P1r1 rn+ O/1Z/7(11Z A • er,) DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,WA 98368 Tel:360.379.4450 Fax:360.379.4451 Web:www.co.jefferson.wa.us/communitydevelopment 7'14, 1 ,cic dcd @co.jefferson.wa.us CERTIFICATE OF OCCUPANCY PERMIT#: BLD13-00285 APPLICANT: A MICHAEL GOULD PHONE: ARTHEAJ CARR GOULD PO BOX 117 CHIMACUM WA 98325 SITE ADDRESS: 334 COUNTRY MEADOW RD Issue Date: 10/30/2013 CHIMACUM, 98325 Final Date: 10/21/2014 SUBDIVISION: Block: Lot: TX 5+ PARCEL NUMBER: 901274010 Section: 27 Township: 29 N Range: 1W PROJECT DESCRIPTION: NSFR, no garage THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2012 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 10/21/2014 \\tidemark\data\forms\F_BLD_Occupancy.rpt 10/28/2014 Standard Conditions for Residential Development in Jefferson County fli 1. LIGHTING: Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 2. BUILDING HEIGHT: The building height is not to exceed 35 feet. 3. OUTDOOR STORAGE: Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 4. UNLICENSED VEHICLES: Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 5. PARKING: A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 6. This permit has been reviewed consistent with JCC 18.40.130 & 140. Notice: this permit does not excuse the applicant from complying with other local, state and federal ordinances, regulations or statues, applicable to the proposed development, but consistent with RCW 90.58. Future development beyond that specified in this permit shall require further review. 7. BMPs: The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 8. NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that"takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine 2013-03-07_SFR_StdConditions 3/7/2013 1 Fisheries Service can levy peg sties. Portions of Jefferson County, including marine waters, are included as "critical habitat"for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters Remove minimal vegetation for site development, especially large trees Allow trees that have fallen into surface waters to remain there Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet (1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take" and describes the possible legal consequences when a "take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/) to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. 2013-09-06_SFR_StdConditions 9/6/2013 2 .) li D ( - ?As. t� nn R CQ JEFFERSON COUNTY E C E U V ifirmk ,�} DEPARTMENT OF COMMUNITY DEVELOPMENT D ` �4 621 Sheridan Street• Port Townsend •Washington 98368 4. 4. 360/379-4450 •• 360/379-4451 Fax S E P 1 2 2013 www.co.jefferson.wa.us/commdevelopment � IA A ' t Itt�'� i, Master Permit Application MLA: I ul ►,,,,� ,�► ,ms ►•ul Project Description(includeseparate sheets as necessary): New itsIdencct, - &c, oi,,„z.. . Tax Parcel Number: yQ I 2 71l — 0/0 Property Size: /6a 7 GC.f D (acres/square feet) Site Address and/or Directions to Property: 3 3 Z/ Co.ti ,�'.e4ht,� , CA. G c4m UVC? Property Owner(s)of ReEord: 1M i 1'C P + tr v1 G €1 c Telephone: 360-3 TO--RZ34 Fax: 5 I-3 I r-+64 3 email: MikQ.Go■AI e0 GMe• croM Mailing Address: X .3500-404 Sister', OQ► 97157 `J1 Applicant/Agent(if different from owner): 1r-pt I d dtr't' Telephone: 541-419-Oqq? Fax: 14A- email: .bo3cirt- 3422 Qgmatl.cbM Mailing Address: 3500 /4.3 5isfers a Ox- e17-1.5' Wh't kind of Permit?(Check each box that applies Ouilding ❑Critical Areas Stewardship Plan ❑pemolition Permit ❑Variance(Minor,Major or Reasonable Economic Use) Single Family El Garage Attached/Detached El Conditional Use[C(a),C(d),or CI** ❑ Manufactured Home ❑ Modular ❑ Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑Special Use(Essential Public Facilities)** El Change of Use ❑Boundary Line Adjustment ❑ Address ❑Road Approach ❑Short Plat*" ❑Home Business ❑Cottage Industry ❑Binding Site Plan** ❑Propane ❑Long Plat** ❑Sign El Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteration** ❑Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment El Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal,if known: DESIGNATION OF AGENT I hereby designate J' / V+' to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: 7-7-13 By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any w- a« rue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide a••=ss a • right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required -ter in ctions. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application at - / =wants •'• o ice. A Signature: Date: 9-9.-19-9.-13 The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act" • A."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued not'wiolate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you a in co , with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferable spo•- lity for adhering to and complying with the ESA. The Applicant has read this discl�er,�d sig and dates it below. Signature: 1 Date: ((/�J.- G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc 1 a BUILDER STATEMENT The signer of this sta=• ent does ereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assumin• e re :• •ility of the General Contractor for the proposed p .` / Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Pr9)ect Type: Fwne Type: Bathrooms: Shoreline: Type of Sewage Disposal: V New EY Wood Existing: d ❑ Sewer ❑ Addition ❑ Steel Proposed: Bank 0 ommunity System ❑ Alteration/Remodel ❑ Concrete Total: '� Height: Wr Individual System ❑ Repair ❑ Masonry SEP Permit# 13-001v). U Demolition ❑ Other: Bedrooms: W er Supply: Existing: Setback: r,((Private well 0 Two Party T e f Heat' Proposed: %Z 0 Public Total: _____/." Name of System: W06 If this is a Commercial Proiect you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: 1 Underground Tank 1 Above ground Tank Size of Propane Tank: I Heat Stove 1 Cook Stove 1 Woodstove 1 Fireplace Insert 1 Hot Water Tank 1 Pellet Stove 1 Other Is this appliance being installed in a Manufactured/Mobile Home? Yes No No When applying fora permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. `' ''-".-# 4 'aa�' ' r p,7e d-- ,[ Lei' w�'" -n? Square Footage Current Proposed !s,E1=:i (�, kr ah sit i�c e _ _ ., . , =i .a��P r rwtp Main Floor Heated �,/ "' EH Bid App Review: 11 2""Floor Heated � ` I '�)'1 .; P� ,.Consistency Review: 2 & Other Heated ZS IJ [ , Base fee: l(6�c C' 2 6 -4 1-p4 Mezzanim a Additional Section: Heatea Basement 1/t u ,. f Plan Check fee: 1 2. is-1 9.. S J/j� 4 rp , I I�. lJV b10 Unheated Basement „�/ : State Surcharge fee: itcc Other Unheated K : Pot Water Review fee: Garage/Carport `T' 1. SUBTOTAL Decks I s 911/Rd Approach fee: / Other Po ch ,g3 `)- TOTAL: $ 1� tQ '11 receipt Number: `l' 1 7 n Cash/Check Number: I. . _X a, ..- .t V ESTIMATED COST(REQUIRED) Date: 01 12- 1 3 •Fair market value of all labor and materials foundation to finish 175-vac) Initials: ' GAP emutCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc • ailFORTE * JOB SUMMARY REPORT Sob 2.4te • Results Current Solution �� _ .':;,. "-7Z5, Comments Roof:BEAM#1-TRUSS SPAN REDUCTION Passed 1 Piece(s)5 1/2"x 10 1/2"24F-V4 DF Glulam Roof:BEAM#2-TRUSS SPAN REDUCTION. Passed 1 Piece(s)5 1/2"x 10 1/2"24F-V8 DF Glulam Roof:BEAM#3-TRUSS SPAN REDUCTION Passed 1 Piece(s)5 1/2"x 10 1/2"24F-V4 DF Glulam Roof:BEAM#4-TRUSS SPAN REDUCTION Passed 1 Piece(s)5 1/2"x 10 1/2"24F-V4 DF Glulam Roof:BEAM#5-TRUSS SPAN REDUCTION. Passed 1 Piece(s)5 1/2"x 10 1/2"24F-V8 DF Glulam Roof:BEAM#6-TRUSS SPAN REDUCTION Passed 1 Piece(s)5 1/2"x 10 1/2"24F-V4 DF Glulam Roof:BEAM#7-TRUSS SPAN REDUCTION Passed 1 Piece(s)5 1/2"x 10 1/2"24F-V4 DF Glulam Roof:BEAM#8 FRONT PORCH Passed 1 Piece(s)6 x 10 Douglas Fir-Larch No.2 Roof:BEAM#9 SMALL PORCH ROOF BEAMS Passed 1 Piece(s)6 x 6 Douglas Fir-Larch No.2 { = `e 4 d '°.9TUm R+.u' Member Name _ Results Current Solution r ..mments Wall:Header#1 STORAGE AREA. Passed 1 Piece(s)4 x 6 Douglas Fir-Larch No.2 Wall:Header#2 STORAGE AREA. Passed 1 Piece(s)4 x 8 Douglas Fir-Larch No.2 Wall:Header#3 STORAGE AREA. Passed 1 Piece(s)4 x 8 Douglas Fir-Larch No.2 Wall:Header#3-A FRONT WALL UPPER WINDOWS Passed 1 Piece(s)4 x 8 Douglas Fir-Larch No.2 •�M e[f�A•Y. J i 1> A 7 ��z v ' • .v .,,... . Member Name 'ix Results Current corn 1;1 ', Wall:Header#4 LAUNDRY ROOM Passed 1 Piece(s)4 x 8 Douglas Fir-Larch No.2 Wall:Header#5 LAUNDRY ROOM Passed 1 Piece(s)4 x 8 Douglas Fir-Larch No.2 Wall:Header#6 MSTR.BATH Passed 1 Piece(s)4 x 8 Douglas Fir-Larch No.2 Wall:Header#7 MSTR.BEDROOM Passed 1 Piece(s)6 x 10 Douglas Fir-Larch No.2 Wall:Header#8 STUDY Passed 1 Piece(s)6 x 8 Douglas Fir-Larch No.2 Wall:Header#9 BATHROOM Passed 1 Piece(s)4 x 8 Douglas Fir-Larch No.2 Wall:Header#10 GUEST BEDROOM Passed 1 Piece(s)4 x 10 Douglas Fir-Larch No.2 Wall:Header#11-LAUNDRY ROOM PKT.DOOR. Passed 1 Piece(s)6 x 8 Douglas Fir-Larch No.2 Wall:Header#12-MSTR.BEDROOM DOOR Passed 1 Piece(s)6 x 6 Douglas Fir-Larch No.2 • z :w. _ rr:r .r.,. -u ?�,_,�'���� +ups Member Name Results Curre t olution 4,-,A47,"°,77'..., , Comments Floor:Joist Passed 1 Piece(s)9 1/2"TJI®110 @ 24"OC Floor:FLOOR BEAM#1 Passed 1 Piece(s)5 1/4"x 11 1/4"2.0E Parallam®PSL aEOEWEB SEP122013 JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT Forte Software Operator Job Notes 9/9/2013 4:16:52 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422@GMAIL COM Page 1 of 25 F 0 R T E ® MEMBER REPORT ROOF,Roof:BEAM#1-TRUSS SPAN REDUCTION PASSED 1 piece(s) 5 1/2" x 10 1/2" 24F-V4 DF Glulam Overall Length: 12'10 1/4" + + o 12,2" a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual %�S�gn Results. ry ,, a,r., Allowed Result LDF "Loads f:oml na on�va7.. System:Roof Member Reaction(Ibs) 5139 @ 12'9' Yd 9831(2.75") Passed(52%) -- 1.0 D+1.0 S(AII Spans) Member Type:Drop Beam Shear(Ibs) 4240 @ 1'4" 11733 Passed(36%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-lbs) 15688 @ 6'6 1/2" 23244 Passed(67%) 1.15 1.0 D+1.0 5(All Spans) Building Code:IBC Live Load Defl.(in) 0.314 @ 6'6 1/2" 0.414 Passed(L/475) 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.456 @ 6'6 1/2" 0.621 Passed(L/327) 1.0 D+1.0 S(All Spans) Member Pitch:0/12 •Deflection criteria:LL(1/360)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 12'10 1/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=12'5". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS 2005 methodology. * sx, Loads to Supports(Ibs) Sup •its d° Dead tsnOw; T Ya a , Ao�ssortes 4 1-Column-DF 5.50" 5.50" 1.50" 1662 3663 5325 Blocking 2-Column-DF 2.75" 2.75" 1.50" 1604 3535 5139 Blacking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. �Tr(twlsry Dead_ Snow Looads :fit.. . ti (0.90) f .s f 1-Uniform(PSF) 0 to 12'10 1/4" 16' 15.0 35.0 Roof Weyerhaeuser Notes ' „ ,4, ak iv r x * (js)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. ��' Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (wwwhaeuser express Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:52 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART 8 ASSOC. ob 2.4fe '.... (541)419-0999 i BOGART3422 @GMAIL.COM Page 2 of 25 F 0 R T E ® MEMBER REPORT ROOF,Roof:BEAM#2-TRUSS SPAN REDUCTION. PASSED 1 piece(s) 5 1/2" x 10 1/2" 24F-V8 DF Glulam Overall Length: 10' 1/2" + + 0 0 9 7" D © i All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design,Results Actual S Location AflO . Result LDF waiisrCo�iibin gon(Paiibern) system:Roof Member Reaction(Ibs) 4087 @ 1 1/4" 9831(2.75) Passed(42%) 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(lbs) 3188 @ 1'1 1/4" 11733 Passed(27%) 1.15 1.0 D+1.0 S(All Spans) Building use:Residential Pos Moment(Ft-lbs) 9839 @ 5'1/4" 23244 Passed(42%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.123 @ 5'1/4" 0.328 Passed(L/957) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.179 @ 5'1/4" 0.492 Passed(L/658) -- 1.0 D+1.0 5(All Spans) Member Pitch:0/12 • Deflection criteria:LL(L/360)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 10'1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=9'10". ▪The effects of positive or negative camber have not been accounted for when calculating deflection. •Applicable calculations are based on NDS 2005 methodology. Supports. Required Dead; a 1-Column-DF 2.75" 2.75" 1.50" 1275 2812 4087 Blocking 2-Column-DF 2.75" 2.75" 1.50" 1275 2812 4087 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. TFibubsry Snow ' LtiBt�S 'i.1 ovation Width {{� L15 ,Comments 1-Uniform(PSF) 0 to 10'1/2" 16' 15.0 35.0 Roof Weyet t USer Notes am° (Zj)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. YY Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. not Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need fora design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:52 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE.BOGART&ASSOC. Job 2.4te (541)419-0999 ''.. Page 3 of 25 BOGART3422@GMAIL i:iIFORTE * MEMBER REPORT ROOF,Roof BEAM#3-TRUSS SPAN REDUCTION PASSED 1 piece(s) 5 1/2 rr x 10 1/2" 24F—V4 DF Glulam Overall Length:10'3 1/4" + + 0 0 ,fiP i j CC}V E` ,7't'L�; . s P,x+ �. 5- 9 7" El All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual ,Desi•n Resu 'actual • =. t+' LDF Load:Canbinadott(''° System:Roof Member Reaction(Ibs) 4087 @ 1 1/4" 9831(2.75") Passed(42%0) -- 1.0 D+1.0 5(All Spans) Member Type:Drop Beam Shear(Ibs) 3188 @ 1'1 1/4" 11733 Passed(27%) 1.15 1.0 D+1.0 5(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 9839 @ 5'1/4" 23244 Passed(42%) 1.15 1.0 D+1.0 5(All Spans) Building Code:IBC Live Load Defl.(in) 0.123 @ 5'1/4" 0.328 Passed(L/957) -- 1.0 D+1.0 5(All Spans) Design Methodology:ASD Total Load Dell.(in) 0.179 @ 5'1/4" 0.492 Passed(L/658) -- 1.0 D+1.0 5(All Spans) Member Pitch:0/12 •Deflection criteria:LL(L/360)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 10'3 1/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=9'10". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS 2005 methodology. ;e ,. 8mrIng 3 s to Suppo is(Ibs) suPpol#" °.4 Total Available Requ1 a Snow Total} , AOdestori� . , v. . .•.; 1-Column-DF 2.75" 2.75" 1.50" 1275 2812 4087 None 2-Column-DF 5.50" 5.50" 1.50" 1334 2940 4274 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. '1't!lbutary ,Dead, Loads ,_:' Location wwm m '(0.90)'t as) , comments'S r .,t1s 1-Uniform(PSF) 0 to 10'3 1/4" 16' 15.0 35.0 Roof Weyerhaeuser Notes ; ' .>� , ,r ,t. SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:52 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422 @GMAIL.COM Page 4 of 25 F 0 R T E ® MEMBER REPORT ROOF,Roof:BEAM#4-TRUSS SPAN REDUCTION PASSED 1 piece(s) 5 1/2" x 10 1/2" 24F-V4 DF Glulam Overall Length: 12'10 1/4" + + O 0 12'2' ,t• 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual x�gn Results''' ��,1(Gtoplt.priation�`}`" Result r'`Losd«Combination(Pet6�rt �' „' System:Roof Member Reaction(Ibs) 5139 @ 12'9" 9831(2.75") Passed(52%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(lbs) 4240 @ 1'4" 11733 Passed(36%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-lbs) 15688 @ 6'6 1/2" 23244 Passed(67%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.314 @ 6'6 1/2" 0.414 Passed(L/475) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.456 @ 6'6 1/2" 0.621 Passed(L/327) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 • Deflection criteria:LL(L/360)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 12'10 1/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=12'5". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS 2005 methodology. ar��-�� � r 8eaifnp� luadstit �� IPOI"CS 4%„nrT"6f 'Available Required .Dead ;141otai r Acansieles�. 1-Column-DF 5.50" 5.50" 1.50" 1662 3663 5325 Blocking 2-Column-DF 2.75" 2.75" 1.50" 1604 3535 5139 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. e a Trilwtary Snow Loattf idth (0.90 '(1,45) .°Comments 1-Uniform(PSF) 0 to 12'10 1/4" 16' 15.0 35.0 Roof r� � w'? ,°K` (ZA SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:52 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422@GMAIL COM Page 5 of 25 FORTE * MEMBER REPORT ROOF,Roof:BEAM#5-TRUSS SPAN REDUCTION. PASSED 1 G 1 piece(s) 5 1/2" x 10 1/2" 24F-V8 DF Glulam Overall Length: 10'1/2" + + o o 2r �;;y�F•'k�fiz .`'"�y�v����..�:�"�i .��`� i.,..Y�.m'�,,��.w^.t'�fE;.l`,. =.9,e.:k.;` 9 7" 4' All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Desi•n R rtS, i� ., 1 . . . It:41,4 s LDF, , , , na On(Pattern). System:Roof Member Reaction(Ibs) 4087 @ 1 1/4" 9831(2.75") Passed(42%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 3188 @ 1'1 1/4" 11733 Passed(27%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 9839 @ 5'1/4" 23244 Passed(42%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.123 @ 5'1/4" 0.328 Passed(L/957) -- 1.0 D+1.0 5(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.179 @ 5'1/4" 0.492 Passed(L/658) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 •Deflection criteria:LL(L/360)and TL(1/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 10'1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=9'10". •The effects of positive or negative camber have not been accounted for when calculating deflection. •Applicable calculations are based on NDS 2005 methodology. E r � LOads to f.S..•p0 total : A flaWa rf equired .'S . Total Accessories r, ,* a,.; 1-Column-DF 2.75" 2.75" 1.50" 1275 2812 4087 Blocking 2-Column-DF 2.75" 2.75" 1.50" 1275 2812 4087 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. 1• f Tri a Loads •Ol SG35),. 1-Uniform(PSF) 0 to 10'1/2" 16' 15.0 35.0 Roof Weyerhaeuser Notes `" (ZS)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:52 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422 @GMAIL.COM Page 6 of 25 F 0 R T E ® MEMBER REPORT ROOF, Roof:BEAM#6-TRUSS SPAN REDUCTION PASSED 1 piece(s) 5 1/2" x 10 1/2" 24F-V4 DF Glulam Overall Length: 10'1/2" + + O 0 — ,' f.'4' t 4., 1:, — 9 7• X X El All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design ReSU ftS 4"._ : r.,.<. fcatF „ 4. ,A¢ - , , LDF Load:combli ation(vat ern) . System:Roof Member Reaction(Ibs) 4087 @ 1 1/4" 9831(2.75") Passed(42%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 3188 @ 1'1 1/4" 11733 Passed(27%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 9839 @ 5'1/4" 23244 Passed(42%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.123 @ 5'1/4" 0.328 Passed(L/957) -- 1.0 D+1.0 5(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.179 @ 5'1/4" 0.492 Passed(L/658) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 •Deflection criteria:LL(L/360)and TL(1/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 10'1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=9'10". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS 2005 methodology. ', ..vhE Beating Loads fio s` ',;k UppOrt ,s ;, Total Available Required Dead Snow ',',.:„'w otaT AoceSsories 1-Column-DF 2.75" 2.75" 1.50" 1275 2812 4087 None 2-Column-DF 2.75" 2.75" 1.50" 1275 2812 4087 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. 7,� .;,:1 '7kibu#al ,Dead Snow :: '4';A ,L(a.S ; ^;,.Location , Width„ N110.90)4 (1.15) , 1-Uniform(PSF) 0 to 10'1/2” 16' 15.0 35.0 Roof Weyerhae ' S ' ,, -« ,µ., ' .. ,s,,._,: r. (4y)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:52 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422©GMAIL COM Page 7 of 25 F 0 R T E ® MEMBER REPORT ROOF,Roof #7-TRUSS SPAN REDUCTION PASSED 1 piece(s) 5 1/2 rr x 10 1/2" 24F-V4 DF Glulam Overall Length:9'2 1/4" 0 B 6" El All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Ej^` I Allowed, Result "LDF toad:Combination( System:Roof Member Reaction(Ibs) 3646 @ 9'1" 9831(2.75") Passed(37%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 2747 @ 1'4" 11733 Passed(23%) 1.15 1.0 D+1.0 5(All Spans) Building Use:Residential Pos Moment(Ft-lbs) 7791 @ 4'8 1/2" 23244 Passed(34%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.077 @ 4'8 1/2" 0.292 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.112 @ 4'8 1/2" 0.438 Passed(L/934) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 •Deflection criteria:LL(L/360)and TL(1/240). •Bracing(W):All compression edges(top and bottom)must be braced at 9'2 1/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=8'9". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS 2005 methodology. 73 a ffttg Loads duppo is 0 Stlppo • ,?1 ®•}Available Reti41 , Dead. Aooessor, 1-Column-DF 5.50" 5.50" 1.50" 1196 2637 3833 Blocking 2-Column-DF 2.75" 2.75" 1.50" 1138 2508 3646 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. rY {115) meets Loads ? an (0.90)°' „x ; 1-Uniform(PSF) 0 to 9'2 1/4" 16' 15.0 35.0 Roof x _' 'Notes 4 =. w„ ^`.. . <',y, ,,,. ;, .=s<".r `�` „y SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:52 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC, Job 2.4te (541)419-0999 BOGART3422 @GMAIL.COM Page 8 of 25 • • F 0 R T E ® MEMBER REPORT ROOF,Roof:BEAM#8 FRONT PORCH PASSED 1 piece(s) 6 x 10 Douglas Fir-Larch No. 2 Overall Length:19'11 1/2" + + O 0 .r� , . hip W . i` ge ,a t1 6"X 4' 5'7" 4' r 10' , 1'6"1, All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Deslg Res dtSr.3 , A'c'61,"'"irott, . Allowed Result LD adtCo ibl ttern) ry System:Roof Member Reaction(Ibs) 2071 @ 7'9 1/4" 18906(5.50") Passed(11%) -- 1.0 D+1.0 S(Adj Spans) Member Type:Drop Beam Shear(Ibs) 992 @ 8'9 1/2" 6810 Passed(15%) 1.15 1.0 D+1.0 S(Adj Spans) Building Use:Residential Moment(Ft-Ibs) -1929 @ 7'9 1/4" 6937 Passed(28%) 1.15 1.0 D+1.0 S(Adj Spans) Building Code:IBC Live Load Defl.(in) 0.037 @ 13'4 13/16" 0.349 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) Design Methodology:Aso Total Load Defl.(in) 0.057 @ 13'4 15/16" 0.523 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) Member Pitch:0/12 • Deflection criteria:LL(L/360)and TL(1/240). •Overhang deflection criteria:11(21/360)and IL(2L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 19'11 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. '... f e„ . ObS) ri;.'Supports otali Ava , _ . F l i Dead.m Tomt1 •`A sorieB 1-Column-DF 5.50" 5.50" 1.50" 261 495 756 Blocking 2-Column-DF 5.50" 5.50" 1.50" 793 1279 2072 Blocking 3-Column-DF 5.50" 5.50" 1.50" 473 752 1225 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. r�atarY Dead V Deena Loads Location dtn (0.90) (1' 57 °comments4 1-Uniform(PSF) 0 to 19'11 1/2" 4' 15.8 30.0 Roof ., _ M �.w haetiser Notes h , � SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. YY Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:52 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422©GMAIL COM Page 9 of 25 I F 0 R T E ® MEMBER REPORT ROOF,Roof:BEAM#9 SMALL PORCH ROOF BEAMS PASSED 1 piece(s) 6 x 6 Douglas Fir-Larch No. 2 Overall Length:7'5" + + O 0 �� � ... ,i....•w re........., .« #'.{k " '�Y"',',h3'� �T' "a„sr„� •���y'�' " '�"h 1 6” 'r-I' 3 6” , X 1 6 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Otaltirt R` rtt$1,, Acbsal Location : Allowed itesuit ; x t nation(Pattarin) ny}t el, System:Roof Member Reaction(Ibs) 731 @ 1'8 3/4" 18906(5.50") Passed(4%) -- 1.0 D+1.0 S(Adj Spans) Member Type:Drop Beam Shear(lbs) 269 @ 5' 3943 Passed(7%) 1.15 1.0 D+1.0 S(Adj Spans) Building Use:Residential Moment(Ft-lbs) -285 @ 1'8 3/4" 1993 Passed(14%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.008 @ 0 0.200 Passed -- 1.0 D+1.0 5(Alt Spans) Design Methodology:ASD (2L/999+) Member Pitch:0/12 Total Load Defl.(in) 0.011 @ 0 0.200 Passed -- 1.0 D+1.0 5(Alt Spans) (2L/999+) • Deflection criteria:LL(1/360)and TL(1/240). •Overhang deflection criteria:LL(0.2")and TL(0.2"). • Bracing(Lu):All compression edges(top and bottom)must be braced at 7'5"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. Bearing t ' pports Supports Total Available Regal .0 , alai Accessories- 1-Column-DF 5.50" 5.50" 1.50" 263 468 731 Blocking 2-Column-DF 5.50" 5.50" 1.50" 263 468 731 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Loads ';' location Width (o,{�!o) ¢ *Ott., 1-Uniform(PSF) 0 to 7'5" 4' 15.8 30.0 Roof � „ f ,� (Ij)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:52 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422@GMAIL COM Page 10 of 25 • F 0 R T E ' MEMBER REPORT UPPER FLOOR HEADERS, Wall:Header#1 STORAGE AREA. PASSED 1 piece(s) 4 x 6 Douglas Fir-Larch No. 2 Overall Length:3'3" + + O 0 s � tir. y 4 ., 1 .a a..� ...?'� 3 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Desi•n Results. ;'. P u7t tt, LDF Lo4441'1. f System:Well Member Reaction(Ibs) 544 @ 0 3281(1.50") Passed(17%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 349 @ 7" 2657 Passed(13%) 1.15 1.0 D+1.0 5(All Spans) Building Use:Residential Moment(Ft-Ibs) 442 @ 1'7 1/2" 1979 Passed(22%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.007 @ 1'7 1/2" 0.108 Passed(L/999+) -- 1.0 D+1.0 5(All Spans) Design Methodology:Aso Total Load Defl.(in) 0.011 @ 1'7 1/2" 0.162 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) • Deflection criteria:LL(L/360)and TL(1/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 3'3"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. Iftwetf Beefing t`, ypporta(!bs) SuOilorts grkM1 iAvanable, ,qlJ, Total Accessories` ..., 1-Trimmer-DF 1.50" 1.50" 130" 174 370 544 None 2-Trimmer-DF 1.50" 1.50" 1.50" 174 370 544 None Loads f ocador► '.Width ,Comments 1-Uniform(PSF) 0 to 3'3" 6'6" 12.6 35.0 Residential-Living Areas 2-Uniform(PLF) 0 to 3'3" N/A 20.0 - Y(feyet aeuser:Notes -;4 :, ,a;:- (Zj)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. `"`���� Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. I not designed this software.Use of this software is not intended to www.woodb .com Accessories(Rim Board,Blocking Panels and Squash Blocks)are of des ed b th s soflwa se o so ( YWY ) C 9 Sq ) 9 by circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:52 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422 @GMAIL.COM Page 11 of 25 • FORTE MEMBER REPORT UPPER FLOOR HEADERS, Wall:Header#2 STORAGE AREA. PASSED 1. piece(s)4 x 8 Douglas Fir-Larch No. 2 Overall Length:7'6" + + D o ,77t,r7 x Ani ` 7 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual w., h Results', ' . y. wu Result , System:Wall Member Reaction(lbs) 1937 @ 1 1/2" 6563(3.00") Passed(30%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(lbs) 1496 @ 10 1/4" 3502 Passed(43%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 3393 @ 3'9" 3438 Passed(99%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.104 @ 3'9" 0.242 Passed(L/837) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.181 @ 3'9" 0.313 Passed(L/482) -- 1.0 D+1.0 5(All Spans) •Deflection criteria:LL(L/360)and TL(5/16"). •Bracing(Lu):All compression edges(top and bottom)must be braced at 7'6"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. Hearing pot Supports Available .Required; is, Aaoessories, 1-Trimmer-DF 3.00" 3.00" 1.50" 821 1116 1937 None 2-Trimmer-DF 3.00" 3.00" 1.50" 821 1116 1937 None 'rf Tributary a' Snow ' ds Location Width a j (1'15) Comments 1-Uniform(PSF) 0 to 7'6" 8'6" 12.6 35.0 Residential-Living Areas 2-Uniform(PLF) 0 to 7'6" N/A 105.0 - , `!� BeUSe1�OteS ��xa� _ ° "-+a ( )SUSTAINABLE FORESTRY INITIATiVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:52 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 11 V• AN DE BOGART&ASSOC. Job 2.4fe (541)419-0999 '... B• OGART3422 @GMAIL.COM Page 12 of 25 F 0 R T E * MEMBER REPORT UPPER FLOOR HEADERS, Wall:Header#3 STORAGE AREA. PASSED 1 piece(s)4 x 8 Douglas Fir-Larch No. 2 Overall Length:4'3" + + O 0 ' Lit„W�'�` •• "s '""' s a xr:1u z i • 4' All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design esuits Actual ANA ,,u»-"rtbaa�Comwnation( M System:Wall Member Reaction(lbs) 1066 @ 0 3281(1.50") Passed(32%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(lbs) 700 @ 8 3/4" 3502 Passed(20%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 1132 @ 2'1 1/2" 3438 Passed(33%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBc Live Load Defl.(in) 0.012 @ 2'1 1/2" 0.142 Passed(1/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.021 @ 2'1 1/2" 0.213 Passed(1/999+) -- 1.0 D+1.0 S(All Spans) • Deflection criteria:LL(1/360)and TL(1/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 4'3"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. ° Loads 1ho Supports(Ibs) upports ; • Required Dead Total 1-Trimmer-DF 1.50" 1.50" 1.50" 433 632 1065 None 2-Trimmer-DF 1.50" 1.50" 1.50" 433 632 1065 None r,Tli Dead O8d5 `I ` 0.90)- 1°1 P mments• 1-Uniform(PSF) 0 to 4'3" 8'6" 12.6 35.0 Residential-Living Areas 2-Uniform(PLF) 0 to 4'3" N/A 90.0 - Weyerhaeuser Notes y } (Zj)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:52 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422 @GMAIL COM Page 13 of 25 F 0 R T E MEMBER REPORT UPPER FLOOR HEADERS, Wall:Header#3-A FRONT WALL UPPER PASSED WINDOWS 1 pieces)4 x 8 Douglas Fir-Larch No. 2 Overall Length:9'11 1/2" + + 4' 5' 4,4' All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual `Desig fl.„Results M" Al "Itep(u1E „, tDF .Lodi t4mbinatlon Pattern] System:Wall Member Reaction(Ibs) 4705 @ 4'5 3/4" 12031(5.50") Passed(39%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 1854 @ 5'3 3/4" 3502 Passed(53 5/0) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) -2337 @ 4'5 3/4" 3438 Passed(68 5/0) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.034 @ 7'4 3/4" 0.178 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.045 @ 7'5" 0.268 Passed(1./999+) -- 1.0 D+1.0 S(Alt Spans) • Deflection criteria:LL(L/360)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 9'11 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. arils Bearing 'toads to SuPParta abs) Supports '` Total Available, Requited , Dead Snow Total Acc SSorles . 1-Trimmer-DF 3.00" 3.00" 1.50" 335 1025 1360 None 2-Trimmer-DF 5.50" 5.50" 2.15" 1278 3427 4705 None 3-Trimmer-DF 3.00" 3.00" 1.50" 467 1307 1774 None t1ribulary;` Dead; 05SnIyW l oads J t on '7 Idttt (0•90),,i* "1 5) 1-Uniform(PSF) 0 to 9'11 1/2" 16' 12.6 35.0 Residential-Uving Areas re hee SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. YYY Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:52 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422@GMAIL COM Page 14 of 25 • J F 0 R T E * MEMBER REPORT MAIN FLOOR HEADERS, Wall:Header#4 LAUNDRY ROOM PASSED 1 piece(s) 4 x 8 Douglas Fir-Larch No. 2 Overall Length:3'3" it + + O 0 t40-1-,,,;510-1,‘1,4--*,;41:z,e4fOr:X`1.44:-91,',41":"..,,i,::::t...:4,..,,,,,,;A:1,,,,,:w.,5,4,,,N,A,,,,,,,,--t okyt-i,-.7,,,,41•0:,,,l,„,-tii..:,i,f,,,,,„., 3' 0 EI All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Desi•n Results Actual 0 Al'- ; Al' : xtesult = iDF Whd.,Combination : !tern)*.,;t a System:Wall Member Reaction(Ibs) 1433 @ 0 3281(1.50") Passed(44%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header Shear(Ibs) 693 @ 8 3/4" 3045 Passed(23%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 1021 @ 1'7 1/2" 2989 Passed(34%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.005 @ 1'7 1/2" 0.108 Passed(11999+) -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.012 @ 1'7 1/2" 0.162 Passed(11999+) -- 1.0 D+0.75 L+0.75 S(All Spans) • Deflection criteria:LL(L/360)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 3'3"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. q., 4,s 41 m -i'-'111`'a# ,►vaflable Required Dead Live ,'snow*' Total Accessories 1-Trimmer-DF 1.50" 1.50" 1.50" 851 406 370 1627 None 2-Trimmer-DF 1.50" 1.50" 1.50" 851 406 370 1627 None 4W f i Loads Location idth 0;90)4 4((3 ) 441.15) C ts a 1-Uniform(PSF) 0 to 3'3" 6'6" 12.6 - 35.0 Residential-living Areas 2-Uniform(PLF) 0 to 3'3" N/A 360.0 - - 3-Uniform(PSF) 0 to 3'3" 6'3" 12.0 40.0 - tee el'11ae1,: O s ' i s„'., . '''':' ..; ,„„- • ;,,„. , ' y_. `'44 (2S)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. �� Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:53 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 1 BOGART3422 @GMAIL.COM Page 15 of 25 F 0 R T E ® MEMBER REPORT MAIN FLOOR HEADERS, Wall:Header#5 LAUNDRY ROOM PASSED 1 piece(s) 4 x 8 Douglas Fir-Larch No. 2 Overall Length:3'9" D o R.h 3'6" All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results ` I Location` AI ltesttlty DF Combination(Patten) System:Wall Member Reaction(Ibs) 1653 @ 0 3281(1.50") Passed(50%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header Shear(Ibs) 886 @ 8 3/4" 3045 Passed(29%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 1360 @ 1'10 1/2" 2989 Passed(45%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.009 @ 1'10 1/2" 0.125 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:Aso Total Load Defl.(in) 0.022 @ 1'10 1/2" 0.188 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) •Deflection criteria:LL(1/360)and TL(1/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 3'9"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. Bearing • s bo'Sltppor#S Oils) SUPPO T�Im (Available Required Dead Snow Total 1-Trimmer-DF 1.50" 1.50" 1.50" 982 469 427 1878 None 2-Trimmer-DF 1.50" 1.50" 1.50" 982 469 427 1878 None 4 Tri ry Deasit Floor Live` Sr oir Loads ttotr Width (0.90) (1,00) (1.1.5)' Comments 1-Uniform(PSF) 0 to 3'9" 6'6" 12.6 - 35.0 Residential-Living Areas 2-Uniform(PLF) 0 to 3'9" N/A 360.0 - - 3-Uniform(PSF) 0 to 3'9" 6'3" 12.0 40.0 - • Weyerhaeuser Nke§ _ _,. SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:53 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422 @GMAIL.COM Page 16 of 25 F 0 R T E e MEMBER REPORT MAIN FLOOR HEADERS, Wall:Header#6 MSTR.BATH PASSED 1 piece(s) 4 x 8 Douglas Fir-Larch No. 2 Overall Length:3'3" + + O 0 Ea'g' pSS¢ P .4 . ' j + "11" �� ? e:t �^ ' M � :g° % 3 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual w Design Results";, , AetualBlocation* AI :moult 1 LDF toads'Comidnatfon( rn) System:Wall Member Reaction(Ibs) 1433 @ 0 3281(1.50") Passed(44%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header Shear(Ibs) 693 @ 8 3/4" 3045 Passed(23%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 1021 @ 1'7 1/2" 2989 Passed(34%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.005 @ 1'7 1/2" 0.108 Passed(L/999+) -- 1.0 D+0.75 L+0.75 5(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.012 @ 1'7 1/2" 0.162 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) • Deflection criteria:LL(L/360)and TL(1/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 3'3"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. toadatztpa PP0rts(lbs) ?ry S Supports 'Total Availabe Rquired Dead 1YSnowa I LiVn.g 1-Trimmer-DF 1.50" 1.50" 1.50" 851 406 370 1627 None 2-Trimmer-DF 1.50" 1.50" 1.50" 851 406 370 1627 None lretfikrcrY Loads Location v' 90)' Hoof 1 meets 1-Uniform(PSF) 0 to 3'3" 6'6" 12.6 - 35.0 Residential-Living Areas 2-Uniform(PLF) 0 to 3'3" N/A 360.0 - - 3-Uniform(PSF) 0 to 3'3" 6'3" 12.0 40.0 - ti. f .t, x' Veyerhaserlotes sw »0,1 Te 2 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job.Notes 9/9/2013 4:16:53 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422 @GMAIL.COM Page 17 of 25 F 0 R T E' MEMBER REPORT MAIN FLOOR HEADERS, Wall:Header#7 MSTR.BEDROOM PASSED 1 piece(s) 6 x 10 Douglas Fir-Larch No. 2 Overall Length:7'6" + + 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Res " 'Actual m Location AI Result ' "�' LDP Load:Combination(Pattern) System:Wall �iits � Member Reaction(Ibs) 3332 @ 1 1/2" 10313(3.00") Passed(32%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header Shear(Ibs) 2114 @ 1'1/2" 5922 Passed(36%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 5128 @ 3'9" 6032 Passed(85%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.044 @ 3'9" 0.242 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.108 @ 3'9" 0.363 Passed(L/805) -- 1.0 D+0.75 L+0.75 S(All Spans) • Deflection criteria:LL(L/360)and TL(1/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 7'6"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. Bearing x loads ports(Ibs)' Supports totem Available Reg"' ' ,i'ejive ,Snow'' Total Accessc tes 1-Trimmer-DF 3.00" 3.00" 1.50" 1989 938 853 3780 None 2-Trimmer-DF 3.00" 3.00" 1.50" 1989 938 853 3780 None Tributary d Floor Live Snow ' `N(Idth _ (090). (1.00) (11S 1-Uniform(PSF) 0 to 7 6" 6'6" 12.6 - 35.0 Residential-Living Areas 2-Uniform(PLF) 0 to 7 6" N/A 360.0 - - 3-Uniform(PSF) 0 to 7 6" 6'3" 12.0 40.0 - N '. We erhaeuser notes .:A} SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:53 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422 @GMAIL.COM Page 18 of 25 F 0 R T E v MEMBER REPORT MAIN FLOOR HEADERS, Wall:Header#8 STUDY PASSED i piece(s) 6 x 8 Douglas Fir-Larch No. 2 Overall Length:4'6" + + O 0 sy ; 4' X El All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Desi njtesults /Wowed.. ftP�ult ;Combs katea�tit) system:wan Member Reaction(Ibs) 1993 @ 1 1/2" 10313(3.00") Passed(19%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header Shear(Ibs) 1069 @ 10 1/2" 4675 Passed(23%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 1756 @ 2'3" 3222 Passed(54%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Deft.(in) 0.010 @ 2'3" 0.142 Passed(L/999+) -- 1.0 D+0.75 L+0.75 5(All Spans) Design Methodology:ASD Total Load Deft.(in) 0.026 @ 2'3" 0.213 Passed(1/999+) -- 1.0 D+0.75 L+0.75 5(All Spans) •Deflection criteria:LL(L/360)and TL(1/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 4'6"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. • 'A' ri 1.0114`t Supports(Ibs) :kSuppOfts 1 adabie " ;"ied Dead lave. Snow . Total Acc• 1-Trimmer-DF 3.00" 3.00" 1.50" 1187 563 512 2262 None 2-Trimmer-DF 3.00" 3.00" 1.50" 1187 563 512 2262 None , � � 1 neutary Dead Floor uve Loads + 44, #4scation • -444 Width (0.90) (1.00) i.15) Comments: 1-Uniform(PSF) 0 to 4'6" 6'6" 12.6 - 35.0 Residential-Living Areas 2-Uniform(PLF) 0 to 4'6" N/A 360.0 - - 3-Uniform(PSF) 0 to 4'6" 6'3" 12.0 40.0 - eyerh•,e " C � eS` �; � ` 17S)SUSTAINABLEFORESTRYINITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. `YYY� Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:53 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422 @GMAIL.COM Page 19 of 25 F 0 R T E a MEMBER REPORT MAIN FLOOR HEADERS, Wall:Header#9 BATHROOM PASSED 1 piece(s)4 x 8 Douglas Fir-Larch No. 2 Overall Length:3'9" + + 3'6" All locations are measured from the outside face of left support(or left cantilever end).All dimensions are holizontal.;Drawing is Conceptual Design Results Acteeal0 LOCaaon ow d 1c , LDF 6'Combina Pattern) System:Wall Member Reaction(Ibs) 1826 @ 0 3281(1.50") Passed(56%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 1116 @ 8 3/4" 3502 Passed(32%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 1711 @ 1'10 1/2" 3438 Passed(50%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.011 @ 1'10 1/2" 0.125 Passed((./999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.024 @ 1'10 1/2" 0.188 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) •Deflection criteria:LL(L/360)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 3'9"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. Bearlelik ds to Supports(Ibs) Sup•Orts Avafable:x Requhed Dead Total.*e.e l.� xesr 1-Trimmer-DF 1.50" 1.50" 1.50" 989 837 1826 None 2-Trimmer-DF 1.50" 1.50" 1.50" 989 837 1826 None Z' :Td 0 Snow .!gads , Width (O.I ("5) a4 1-Uniform(PSF) 0 to 3'9" 6'6" 12.6 35.0 Residential-Living Areas 2-Uniform(PLF) 0 to 3'9" N/A 360.0 - WALL LOAD-DEAD LOAD ONLY. 3-Uniform(PSF) 0 to 3'9" 6'3" 12.6 35.0 UPPER FLOOR LOAD # eyerfis etlser NOteS • SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:53 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422@GMAIL COM Page 20 of 25 • F O R T E x MEMBER REPORT MAIN FLOOR HEADERS, Wall:Header#10 GUEST BEDROOM PASSED r 1 piece(s)4 x 10 Douglas Fir-Larch No. 2 Overall Length:6'6" + + a o � El All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Des 'n lts Location Allowed Result ( x 'on(Pattern) - System:Wall Member Reaction(Ibs) 3170 @ 1 1/2" 6563(3.00") Passed(48%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 2174 @ 1'1/4" 4468 Passed(49%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 4763 @ 3'3" 5166 Passed(92%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.041 @ 3'3" 0.208 Passed(1/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.091 @ 3'3" 0.313 Passed(L/827) -- 1.0 D+1.0 S(All Spans) •Deflection criteria:LL(L/360)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 6'6"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. .;tp m. np, a Pik Cl i 4 pO ... Total • ':Available'= Required =•"Dead,.,x^ • Total ;Accessories 1-Trimmer-DF 3.00" 3.00" 1.50" 1720 1450 3170 None 2-Trimmer-DF 3.00" 3.00" 1.50" 1720 1450 3170 None Tributary Dead Snow Loads Location b (0.90 Rffi 1-Uniform(PSF) 0 to 6'6" 6'6" 12.6 35.0 Residential-Living Areas 2-Uniform(PLF) 0 to 6'6" N/A 360.0 - 3-Uniform(PSF) 0 to 6'6" 6'3" 12.6 35.0 Weyerhaeuser Notes ` r if=rv4. . :'; . " °`• SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:53 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4fe (541)419-0999 BOGART3422@GMAIL COM Page 21 of 25 F 0 R T E e MEMBER REPORT MAIN FLOOR HEADERS, Wall:Header#11-LAUNDRY ROOM PKT. PASSED DOOR. 1 piece(s) 6 x 8 Douglas Fir-Larch No. 2 Overall Length:6'10" WOAS + + 0 0 6'4" All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual (Design Results )'. Actual @ Lo ation Allowed lesult LDF Co"'bi 111114i ) ., y System:Wall Member Reaction(Ibs) 1210 @ 1 1/2" 10313(3.00") Passed(12%) -- 1.0 D+1.0 L(All Spans) Member Type:Header Shear(Ibs) 900 @ 10 1/2" 4675 Passed(19%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 1919 @ 3'5" 3222 Passed(60%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.042 @ 3'5" 0.219 Passed(1./999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.060 @ 3'5" 0.329 Passed(1/999+) -- 1.0 D+1.0 L(All Spans) • Deflection criteria:11(1/360)and TL(1/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 6'10"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. Bead' Loads to P. ., vailBbl= wired -peed 1-Trimmer-DF 3.00" 3.00" 1.50" 356 854 1210 None 2-Trimmer-DF 3.00" 3.00" 1.50" 356 854 1210 None TnbUtary Dead Floor Loads r = ; ( 0,.> Cem ents l o ation Wdt ,.;( .90) 1-Uniform(PSF) 0 to 6'10" 6'3" 15.0 40.0 a jf�l'(!ta @use Otes ?.s . _ �. `�'. (�)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. "YYY Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:53 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.41e AII BOGART3422 @GMAIL.COM Page 22 of 25 • F 0 R T E g MEMBER REPORT MAIN FLOOR HEADERS, Wall.•Header#12-MSTR.BEDROOM DOOR PASSED 1 piece(s) 6 x 6 Douglas Fir-Larch No. 2 Overall Length:3'5" + + O 0 F 5 g fH s3.. erv�yAY to„, 3'2” All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual I:6'1411: eStlltS, All salt. LDF a Combination(Pattern)' System:Wall Member Reaction(Ibs) 600 @ 0 5156(1.50") Passed(12%) -- 1.0 D+1.0 L(All Spans) Member Type:Header Shear(Ibs) 395 @ 7" 3428 Passed(12%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 513 @ 1'8 1/2" 1733 Passed(30%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.008 @ 1'8 1/2" 0.114 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.011 @ 1'8 1/2" 0.171 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) • Deflection criteria:LL(L/360)and TL(1/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 3'5"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. Beall 6 Su (bs) Suppo is Y x *Total Available red Total Act sories 1-Trimmer-DF 1.50" 1.50" 1.50" 173 427 600 None 2-Trimmer-DF 1.50" 1.50" 1.50" 173 427 600 None Trib FI Loads ietv $ Location s ti E' (0.90) ".' " ,Comments 1-Uniform(PSF) 0 to 3'5" 6'3" 15.0 40.0 We; rh rrNotes _,a ` s...4= SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. `YY� Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:53 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422 @GMAIL.COM Page 23 of 25 f ' 1 F 0 R T E MEMBER REPORT UPPER FLOOR FRAMING.,Floor.Joist PASSED 1. piece(s) 9 1/2"TM® 110 © 24" OC Overall Length:13'5" + + 12'6" All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual I tF ReSUMS ':#atiis7.*,' ,''a! /4 Anowed n F to8d.CO bIIIaUCfI(Pali en►) System:Floor Member Reaction(Ibs) 687 @ 4 1/2" 1375(3.50") Passed(50%) 1.00 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(Ibs) 650 @ 5 1/2" 1220 Passed(53%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 2086 @ 6'8 1/2" 2500 Passed(83%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Dell.(in) 0.253 @ 6'8 1/2" 0.317 Passed(L/600) _ -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Dell.(in) 0.329 @ 6'8 1/2" 0.633 Passed(L/461) -- 1.0 D+1.0 L(All Spans) T)-Pro"4 Rating 42 Any Passed -- -- •Deflection criteria:LL(L/480)and TL(1/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 2'11 15/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •A structural analysis of the deck has not been performed. •Deflection analysis is based on composite action with a single layer of 23/32"Weyerhaeuser Edge'"Panel(24"Span Rating)that is glued and nailed down. •Additional considerations for the T3-Pro"'Rating include:1/2"Gypsum ceiling. Bearing 'pp«ts(Ibs) supports' 'Total Availabl e" Rego' Totals; Accessories, 1-Stud wall-DF 5.50" 4.25" 1.75" 161 537 698 1 1/4"Rim Board 2-Stud wall-DF 5.50" 4.25" 1.75" 161 537 698 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Vii. u� �' ''`���"+x '• � ,Loads ,,t` Location ' Spiae ng , X 090}aN i 00) Comments 1-Uniform(PSF) 0 to 13'5" 24" 12.0 40.0 Residential-Living Areas �11e @tlaeeliseriNoteS e., _ r, r .,._ . r..,,r�= �` • ' SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. YYYY Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:53 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422@GMAIL COM Page 24 of 25 7 F 0 R T E e MEMBER REPORT UPPER FLOOR FRAMING.,Floor.:FLOOR BEAM#1 PASSED 1 piece(s) 5 1/4" x 11 1/4" 2.0E Parallam® PSL Overall Length:20' 0 0 19 1" All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual oca s Allowed Result eDl Loads Combination(Patter); b System Design`Results ���_ Actual®Location ;, s tem:Floor Member Reaction(Ibs) 3435 @ 4" 21656(5.50") Passed(16%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 2955 @ 1'4 3/4" 11419 Passed(26%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 16048 @ 10' 26955 Passed(60%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.654 @ 10' 0.644 Passed(L/355) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Deft.(in) 0.898 @ 10' 0.967 Passed(14258) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(1/360)and TL(1/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 20'o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Beating Loads to pM bs 1 Supports Total Avvilable Required ' Dead F i Accessories 1-Column-DF 5.50" 5.50" 1.50" 935 2500 3435 Blocking 2-Column-DF 5.50" 5.50" 1.50" 935 2500 3435 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. ti. Dead loot ave. t' Loads 11'1 Location W fi., (0 90)' (100) 'Comments 1-Uniform(PSF) 0 to 20' 6'3" 12.0 40.0 Residential-Living Areas r1Neyerhaeu - t1 es � << /� �� � �;� `�. �,. ;.��� �,��& �N� ' (Zf)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:53 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422@GMAIL COM Page 25 of 25 4JAVELIN ' Member Report r— , rE cJ �L I,- software by Weye,hee se, Label:P1 I Design Tag:i1608 1 piece(s)of 3 1/2"x 14"2.2E Parallam®PSL I ;Li/ , Member Type:Beam I Level:2nd Floor I '\' Design Passed S L i 1 2 O 13 Product is Sufficient for Application and Loads Described JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT ,� <a ��.�s .u, - ; 4 . _a Win .'''.:4''''W 13 ifz4 .3 -d- ? 2�A, R,}" 2'_` i wS 4,i 2Z 7 'P,' "'3 ,Me$FC+ $ . S'x ' .z,, .,r,r x , 5 z n n, ,w,,V, s... _ .-iis. a a„k 4 , >. .`b, ; ._,m`,,4,,; 1 2 ,Iy�:�_5!2" 19'1•-- ' 4'6.!; I 2p Building Code: IBC 2009 Design Methodology: ASD Member Cut Length: 20'0" Member Drawing Not to Scale Design Results: Design(8t Location Allowed Result LDF Load Combination (Load Group) Critical Reaction 3046 lb @ 19'8" 14438 lb(1 1/Z) Passed-21% 1.0 Dead+1.0 Floor-(1) Shear 2860 lb @ 1'7 1/2" 9473 lb Passed-30% 1.00 1.0 Dead+1.0 Floor-(1) Moment 15070 lb-ft @ 9'9 1/2" 27162 lb-ft Passed-55% 1.00 1.0 Dead+1.0 Floor-(1) Live Load Deflection 0.46"@ 10'0" 0.64"L/360 Passed-L/502 - 1.0 Dead+1.0 Floor-(1) Total Load Deflection 0.61"@ 10'0" 0.97"L/240 Passed-U383 - 1.0 Dead+1.0 Floor-(1) Design Notes: *Bracing(Lu):All compression edges(top and bottom)must be braced at 20-00-00 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Analysis Reactions Support Start End Source Dead Floor Live Roof Live Snow 1 0" 51/2" E5(i5) 704 lb 2204 lb - - 2 19'6 1/2" 20'0" E6(i6) 732 lb 2317 lb - - Loads: Maximum Load Magnitudes Type Start End Source Dead Floor Live Roof Live Snow Self Weight 0" 20'a' Self Weight 15 lb/ft - - - Tapered 5 1/2" 1'91/2" TSCa1(i1589) 7 To 0 lb/ft 28 To 0 lb/ft - - Tapered 1'1 1/2" 18'5 1/2" Smoothed Load 62 To 62 lb/ft 247 To 245 Ib/ft - - Tapered 19'1 1/2" 19'6 1/2" TSCa1(i1589) 0 To 2 lb/ft 0 To 8 lb/ft - - Point 19'1 1/2" - A13'(i1562) 58 lb 233 lb - - Errors.Warnings.&Notes: "If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. *Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: SR-197617 Javelin®Software 5.0.2.14 Design Engine:V5.7.0.245 Residence for Bogart OR 8/23/2013 9:08:38 AM REVISION DATE REVISION COMMENTS Page 1 of 2 • • F Member Report Label:P1 I Design Tag:i1608 1 piece(s)of 3 1/2"x 14"2.2E Parallam®PSL Design Passed Member Type:Beam i Level:2nd Floor Product is Sufficient for Application and Loads Described Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SUSTAINABLE FORESTRY INITIATIVE File Name: SR-197617 Javelin®Software 5.0.2.14 Design Engine:V5.7.0.245 Residence for Bogart OR 8/23/2013 9:08:38 AM REVISION DATE REVISION COMMENTS Page 2 of 2 kJ A V E L I N v Label:TS5 Member esignTagrt1558 software by Weyefhlowser 1 piece(s)of 1 3/4"x 9 1/2"1.55E TimberStrand®LSL Member Type:Beam I Level:2nd Floor Design Passed Product is Sufficient for Application and Loads Described 1 Jr 1 2 SI 1 ,I1 332' 4'2112" 'I I 4'6' l' Building Code. IBC 2009 Design Methodology: ASD Member Cut Length: 4'6" Member Drawing Not to Scale Design Results: Design(eft Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 426 lb @ 4'6" 2363 lb(1 1/2") Passed-18% - 1.0 Dead+1.0 Floor-(1) Shear 361 lb @ 1'1" 3436 lb Passed-11% 1.00 1.0 Dead+1.0 Floor-(1) Moment 513 lb-ft @ 2'7 1/2" 5211 lb-ft Passed-10% 1.00 1.0 Dead+1.0 Floor-(1) Live Load Deflection 0.01"@ 2'7 1/2" 0.14"L/360 Passed-L/999 - 1.0 Dead+1.0 Floor-(1) Total Load Deflection 0.01"@ 2'7 1/2" 0.22"L/240 Passed-U999 - 1.0 Dead+1.0 Floor-(1) Design Notes: Bracing(Lu):All compression edges(top and bottom)must be braced at 4-06-00 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Analysis Reactions Support Start End Source Dead Floor Live Roof Live Snow 1 0" 3 1/2" PBO1(i313) 83 lb 283 lb - - 2 4'6" - TS3(i1401) 94 lb 332 lb - - Loads: Maximum Load Magnitudes Type Start End Source Dead Floor Live Roof Live Snow Self Weight 0" 4'6" Self Weight 5 lb/ft - - - Point 1'3 1/2" - A9'(i1519) 56 lb 222 lb - - Point 2'7 1/2" - A9'(i1606) 57 lb 227 lb - - Point 3'11 1/2" - A9'(i1591) 41 lb 166 lb - - Connector Information: Nailing Requirements Support Manufacturer Model Top Face Member Min.Seat Length Other Information 2 SST HU9 Not Applicable 18-10d common 6-10d x 1-1/2 1 1/2" Minimum seat length reported is based on the design load Errors,Warnings,&Notes: "If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. `Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. *Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: SR-197617 Javeline Software 5.0.2.14 Design Engine:V5.7.0.245 Residence for Bogart OR 8/23/2013 9:08:38 AM REVISION DATE REVISION COMMENTS Page 1 of 2 Member Report itMCI4T Label:TS5 I Design Tag:i1558 1 piece(s)of 1 3/4"x 9 1/2"1.55E TimberStrand®LSL Design Passed Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. (2j)SUSTAINABLE FORESTRY INITIATIVE File Name: SR-197617 Javelin®Software 5.0.2.14 Design Engine:V5.7.0.245 Residence for Bogart OR 8/23/2013 9:08:38 AM REVISION DATE REVISION COMMENTS Page 2 of 2 4JAVELIN ' Member Report L. Were,h a e",a Floor Container:FC6 I Label:A13'I Design Tag:11547 1 piece(s)of 9 1/2"TJI®110 Member Type:FloorJoist 1 Level:2nd Floor Design Passed Product is Sufficient for Application and Loads Described "a .� bs , . , 1 2 4/4- 11'8 V k 444- - — — 17 3' Building Code: IBC 2009 Design Methodology: ASD Member Cut Length: 12'3" Member Drawing Not to Scale Design Results: Design(81 Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 403 lb @ 1 1/4" 1041 lb(-) Passed-39% 1.00 1.0 Dead+1.0 Floor-(1) Shear 390 lb @ 2 1/4" 1220 lb Passed-32% 1.00 1.0 Dead+1.0 Floor-(1) Moment 1175 lb-ft @ 6'0 1/2" 2500 lb-ft Passed-47% 1.00 1.0 Dead+1.0 Floor-(1) Live Load Deflection 0.14"@ 6'0 1/2" 0.30"L/480 Passed-L/999 - 1.0 Dead+1.0 Floor-(1) Total Load Deflection 0.17"@ 6'0 1/2" 0.59"L/240 Passed-L/817 1.0 Dead+1.0 Floor-(1) TJ Pro Rating 49 25 Passed Decking Material&Attachment: 23/32"x48"x96"Weyerhaeuser Edge Gold Panel(0/24)T&G SF - Glue And Nail Design Notes: Additional consideration for this rating includes ceiling. *For TJ-Pro M Rating calculation the controlling span is considered to be supported by beams. *Bracing(Lu):All compression edges(top and bottom)must be braced at 3-11-15 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. *Member design(strength)is based on loads shown in loading section. Pro Rating and CVC ratings,if shown,are based on 1-04-00 o.c.spacing. Supports: Maximum Analysis Reactions Support Start End Source Dead Floor Live Roof Live Snow 1 0" 2 1/4" P1(11608) 82 lb 328 lb - - 2 11'10 3/4" 12'3" E2(i3) 84 lb 337 lb - - Loads: Maximum Load Magnitudes Type Start End Source Dead Floor Live Roof Live Snow Uniform 0" 12'3" FC6 Floor Decking 13 lb/ft 53 lb/ft Errors.Warnings,&Notes: *If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. *The TJ-Pro TM Rating shown above is based on the default decking for the floor container. Special decking(if used)was not used in determination of the TJ-Pro TM Rating. *Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: SR-197617 Javelin®Software 5.0.2.14 Design Engine:V5.7.0.245 Residence for Bogart OR 8/23/2013 9:08:38 AM REVISION DATE REVISION COMMENTS Page 1 of 2 II Member Report Floor Container:FC6 I Label:A13'I Design Tag:i1547 1 piece(s)of 9 1/2"TJI®110 Design Passed Member Type:FloorJoist I Level:2nd Floor Product is Sufficient for Application and Loads Described Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. (Zj)SUSTAINABLE FORESTRY INITIATIVE File Name: SR-197617 Javelin®Software 5.0.2.14 Design Engine:V5.7.0.245 Residence for Bogart OR 8/23/2013 9:08:38 AM REVISION DATE REVISION COMMENTS Page 2 of 2 0 4- S c a,e by wa,e,h Se Label:TS6 bDesgnpagrt1533 1 piece(s)of 1 3/4"x 9 1/2"1.55E TimberStrand®LSL Member Type:Beam I Level:2nd Floor Design Passed Product is Sufficient for Application and Loads Described 1 1 1 �; Est Aziwoki .stkox ait a ="ms ` i3r„ I 1 2 3'r '1, 3'r 1 Building Code: IBC 2009 Design Methodology: ASD Member Cut Length: 3'3" Member Drawing Not to Scale Design Results: Design 0 Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 136 lb @0" 2363 lb(1 1/2") Passed-6% 1.0 Dead+1.0 Floor-(1) Shear 104 lb @ 9 1/2" 3436 lb Passed-3% 1.00 1.0 Dead+1.0 Floor-(1) Moment 127 lb-ft @ 1'10 1/2" 5211 lb-ft Passed-2% 1.00 1.0 Dead+1.0 Floor-(1) Live Load Deflection 0.00"@ 1'10 1/2" 0.11"U360 Passed-L/999 - 1.0 Dead+1.0 Floor-(1) Total Load Deflection 0.00"@ 1'10 1/2" 0.16"L/240 Passed-U999 - 1.0 Dead+1.0 Floor-(1) Design Notes: •Bracing(Lu):All compression edges(top and bottom)must be braced at 3-03-00 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Analysis Reactions Support Start End Source Dead Floor Live Roof Live Snow 1 0" 0" TS3(i1406) 34 lb 102 lb - - 2 3'3" - TS4(i1404) 26 lb 70 lb - - Loads: Maximum Load Magnitudes Is Start End Source Dead Floor Live Roof Live Snow Self Weight 0" 3'3" Self Weight 5 lb/ft - - - Point 6 1/2" - A4'(i1584) 18 lb 71 lb - - Point 1'10 1/2" - A4'(i1572) 25 lb 101 lb - - Connector Information: Nailing Requirements Support Manufacturer Model Top Face Member Min.Seat Length Other Information 1 SST HU9 Not Applicable 18-10d common 6-10d x 1-1/2 1 1/2" Minimum seat length reported is based on the design load 2 SST HU9 Not Applicable 18-10d common 6-10d x 1-1/2 1 1/2" Minimum seat length reported is based on the design load Errors.Warnings.&Notes: If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. i *Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: SR-197617 Javelin®Software 5.0.2.14 Design Engine:V5.7.0.245 Residence for Bogart OR 8/23/2013 9:08:38 AM REVISION DATE REVISION COMMENTS Page 1 of 2 a t : f Member Report ey ' Label:TS6 I Design Tag:i1533 1 piece(s)of 1 3/4"x 9 1/2"1.55E TimberStrand®LSL Design Passed Member Type:Beam l Level:2nd Floor Product is Sufficient for Application and Loads Described Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SUSTAINABLE FORESTRY INITIATIVE File Name: SR-197617 Javelin®Software 5.0.2.14 Design Engine:V5.7.0.245 Residence for Bogart OR 8/23/2013 9:08:38 AM REVISION DATE REVISION COMMENTS Page 2 of 2 t JAVELIN ' Member Report sfl,,w°,e by Weyerh„e se, Label:TS3 l Design Tag:i1406 1 piece(s)of 1 3/4”x 9 112"1.55E TimberStrand®LSL Member Type:Beam I Level:2nd Floor Design Passed Product is Sufficient for Application and Loads Described ,N,2NMSIMINMINIF 1;'.P_. ,1,,:;,,,,?,4,4 r{ 1 T-,,,,,:,4t' °`VA4, .tom.2 Ewa" .. sG° ';,;m.*':=Y : }• ^" m- tr s tIcem °{ '2,- r.k A .c.".n., : `44:.,, : a e F"` =ca,`k -4",?t .° ' a a ma.., SAS , J ;'�� v Aa- r � 'x `Qb ,` 1 *1., �-, - -g P.�,3.,.. �.. �_m,_,h�' „ .ci., .<k a.,3^ s w.m M _ q,...Ur7.,,..+ r* f.,, ._., a,". , .,a,iSaT `.,r 1 1 2 ,Iy' y" 444' 11'B 1/l k 4'1!4' -- -- - ---- 17 3' -- — -- - -- — . Building Code: IBC 2009 Design Methodology: ASD Member Cut Length: 12'3" Member Drawing Not to Scale Design Results: Design 0 Location Allowed Result LDF Load Combination (Load Group) Critical Reaction 687 lb @ 2 3/4" 3161 lb(1 1/2") Passed-22% - 1.0 Dead+0.75 Floor+0.75 Snow-(1) Shear 248 lb @ 1'1 3/4" 3436 lb Passed-7% 1.00 1.0 Dead+1.0 Floor-(1) Moment 760 lb-ft @ 4'2 11/16" 5211 lb-ft Passed-15% 1.00 1.0 Dead+1.0 Floor-(1) Live Load Deflection 0.07"@ 5'10 5/16" 0.39"L/360 Passed-L/999 - 1.0 Dead+1.0 Floor-(1) Total Load Deflection 0.10"@ 5'10 11/16" 0.59"U240 Passed-U999 - 1.0 Dead+1.0 Floor-(1) Design Notes: Bracing(Lu):All compression edges(top and bottom)must be braced at 12-03-00 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Analysis Reactions Support Start End Source Dead Floor Live Roof Live Snow 1 0" 4 1/4" E6(i6) 304 lb 202 lb - 321 lb 2 11'10 3/4" 12'3" E3(i4) 64 lb 136 lb - -6 lb Loads: Maximum Load Magnitudes Type Start End Source Dead Floor Live Roof Live Snow Self Weight 0" 12'3" Self Weight 5 lb/ft - - - Uniform 0" 3'9 3/4" FC6 Floor Decking 3 lb/ft 12 lb/ft - - Uniform 2 1/8" 3'9 3/4" FC6 Floor Decking 4 lb/ft 14 lb/ft - - Uniform 3'9 3/4" 12'3" FC6 Floor Decking 4 lb/ft 16 lb/ft - - Point 21/8" - P602(11165) 212 lb - - 315 lb Point 3'8 7/8" - TS6(i1533) 34 lb 102 lb - - Errors,Warnings,&Notes: If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. *Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: SR-197617 Javelin®Software 5.0.2.14 Design Engine:V5.7.0.245 Residence for Bogart OR 8/23/2013 9:08:38 AM REVISION DATE REVISION COMMENTS Page 1 of 2 Member Report w Label:TS3 I Design Tag:i1406 1 piece(s)of 1 3/4"x 9 1/2"1.55E TimberStrand®LSL Design Passed Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SUSTAINABLE FORESTRY INITIATIVE File Name: SR-197617 Javelin®Software 5.0.2.14 Design Engine:V5.7.0.245 Residence for Bogart OR 8/23/2013 9:08:38 AM REVISION DATE REVISION COMMENTS Page 2 of 2 s6 ,"a,e by We,c,ha'Label:TS4'bDesignTT Tag: 1 piece(s)of 1 3/4"x 9 112"1.55E TimberStrand®LSL Member Type:Beam I Level:2nd Floor Design Passed Product is Sufficient for Application and Loads Described 411110MMEMLOWITORMINEMMUffit ate.. �v , . ,-ati sx ? 4zk -6 » g , #a .w iii ti,V4:' ;<. 1 2 fy' � 4 te. 6'0' 43/4' krr k Building Code: IBC 2009 Design Methodology: ASD Member Cut Length: 8'6" Member Drawing Not to Scale Design Results: Design Location Allowed Result LDF Load Combination=(Load Group) Critical Reaction 321 lb @ 2 3/4" 3161 lb(1 1/7) Passed-10% - 1.0 Dead+1.0 Floor-(1) Shear 239 lb @ 1'1 3/4" 3436 lb Passed-7% 1.00 1.0 Dead+1.0 Floor-(1) Moment 627 lb-ft @ 3'8 7/8" 5211 lb-ft Passed-12% 1.00 1.0 Dead+1.0 Floor-(1) Live Load Deflection 0.03"@ 4'2 15/16" 0.28"U360 Passed-U999 - 1.0 Dead+1.0 Floor-(1) Total Load Deflection 0.04"@ 4'3 1/16" 0.41"L/240 Passed-U999 - 1.0 Dead+1.0 Floor-(1) Design Notes: *Bracing(Lu):All compression edges(top and bottom)must be braced at 8-06-00 o/c unless detailed otherwise Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Analysis Reactions Support Start End Source Dead Floor Live Roof Live Snow 1 0" 4 1/4" E6(i6) 88 lb 242 lb - - 2 8'4 1/4" 8'6" PBO1(1313) 66 lb 162 lb - - Loads: Maximum Load Magnitudes Type Start End Source Dead Floor Live Roof Live Snow Self Weight 0" 8'6" Self Weight 5 lb/ft - - - Uniform 0" 3'9 3/4" FC6 Floor Decking 13 lb/ft 53 lb/ft - - Uniform 3'9 3/4" 8'6" FC6 Floor Decking 6 lb/ft 26 lb/ft - - Point 3'8 7/8" - TS6(i1533) 26 lb 70 lb - - Errors,Warnings,&Notes: *If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. "The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. *Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: SR-197617 Javelin®Software 5.0.2.14 Design Engine:V5.7.0.245 Residence for Bogart OR 8/23/2013 9:08:38 AM REVISION DATE REVISION COMMENTS Page 1 of 2 Member Report Label:TS4 I Design Tag:11404 1 piece(s)of 1 3/4"x 9 1/2"1.55E TimberStrand®LSL Design Passed Member Type:Beam i Level:2nd Floor Product is Sufficient for Application and Loads Described Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SUSTAINABLE FORESTRY INITIATIVE File Name: SR-197617 Javelin®Software 5.0.2.14 Design Engine:V5.7.0.245 Residence for Bogart OR 8/23/2013 9:08:38 AM REVISION DATE REVISION COMMENTS Page 2 of 2 3 JAVELIN , Member Report Label:TS3 I Design Tag:i1401 1 piece(s)of 1 3/4"x 9 1/2"1.55E TimberStrand®LSL Member Type:Beam I Level:2nd Floor Design Passed Product is Sufficient for Application and Loads Described r g .�, r ry A P t` - "t n<„ 5 , Q ., n w "y r fir ' v +r ++T , e s '' . .r S �+ 'z c' Y . '" 44,x:;k, {Gd {v . ,4;," , x- . ro 'n'4 $ S <i. '8-ai ii,Za , ia:ti � .a )(1,�y" /if' 2y' 4'U4' 11'6 VT I 444' 123 Building Code: IBC 2009 Design Methodology: ASD Member Cut Length: 12'3" Member Drawing Not to Scale Design Results: Design(81 Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 970 lb @ 12'0 1/4" 3161 lb(1 1/2") Passed-31% - 1.0 Dead+1.0 Floor-(1) Shear 770 lb @ 11'1 1/4" 3436 lb Passed-22% 1.00 1.0 Dead+1.0 Floor-(1) Moment 21671b-ft @ 8'6 7/8" 5211 lb-ft Passed-42% 1.00 1.0 Dead+1.0 Floor-(1) Live Load Deflection 0.20"@ 6'6 11/16" 0.39"U360 Passed-L/708 - 1.0 Dead+1.0 Floor-(1) Total Load Deflection 0.26"@ 6'6 7/16" 0.59"L/240 Passed-U534 • 1.0 Dead+1.0 Floor-(1) Design Notes: *Bracing(Lu):All compression edges(top and bottom)must be braced at 12-03-00 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Analysis Reactions Support Start End Source Dead Floor Live Roof Live Snow 1 0" 4 1/4" E6(i6) 1131b 314 lb - - 2 11'10 3/4" 12'3" E3(i4) 225 lb 743 lb - - Loads: Maximum Load Magnitudes Type Start End Source Dead Floor Live Roof Live Snow Self Weight 0" 12'3" Self Weight 5 lb/ft - - - Uniform 0" 8'7 3/4" FC6 Floor Decking 7 lb/ft 27 Ib/ft - - Uniform 8'7 3/4" 12'3" User Load 30 Ib/ft 120 lb/ft - - Uniform 8'7 3/4" 12'3" FC6 Floor Decking 4 lb/ft 16 lb/ft - - Point 8'6 7/8" - TS5(i1558) 94 lb 332 lb - - Errors,Warnings.&Notes: *If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. "Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. *Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: SR-197617 Javelin®Software 5.0.2.14 Design Engine:V5.7.0.245 Residence for Bogart OR 8/23/2013 9:08:38 AM REVISION DATE REVISION COMMENTS Page 1 of 2 _E Member Report * °, x Label:TS3 I Design Tag:i1401 1 pieces)of 1 3/4"x 9 1/2"1.55E TimberStrand®LSL Design Passed Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SUSTAINABLE FORESTRY INITIATIVE File Name: SR-197617 Javelin®Software 5.0.2.14 Design Engine:V5.7.0.245 Residence for Bogart OR 8/23/2013 9:08:38 AM REVISION DATE REVISION COMMENTS Page 2 of 2 o t •`-a G) 4 ! Om Co M M M N N MANAh,A I•)M. W V rt 033 O^�j x7 qp�W tl W NNM-JE' HO-W JO.-a� NI.'I..' DJO�{na W N W H .1.W101.4"1 ` In Pa . •I i D -7 W NNNMrl+r W 0 MrrI W W JAWA W Nn LAfp �p.r Q O 9. 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II V O _- co 0 O tot rr • II m N - F'OW OHpI o H I I 'a] 00 oro o• II M O 0,011 I I II • II •• N re II N 0 II 1 0 N M • J 0 0 1 F 0 R T E 6 JOB SUMMARY REPORT Job 2.4te ._ x. Member Name Results Current Solution Fr , "� ; Co:mme.r n ts";..,.. Roof:BEAM#1-TRUSS SPAN REDUCTION Passed 1 Piece(s)5 1/2"x 10 1/2"24F-V4 DF Glulam Roof:BEAM#2-TRUSS SPAN REDUCTION. Passed 1 Piece(s)5 1/2"x 10 1/2"24F-V8 DF Glulam Roof:BEAM#3-TRUSS SPAN REDUCTION Passed 1 Piece(s)5 1/2"x 10 1/2"24F-V4 DF Glulam Roof:BEAM#4-TRUSS SPAN REDUCTION Passed 1 Piece(s)5 1/2"x 10 1/2"24F-V4 DF Glulam Roof:BEAM#5-TRUSS SPAN REDUCTION. Passed 1 Piece(s)5 1/2"x 10 1/2"24F-V8 DF Glulam Roof:BEAM#6-TRUSS SPAN REDUCTION Passed 1 Piece(s)5 1/2"x 10 1/2"24F-V4 DF Glulam Roof:BEAM#7-TRUSS SPAN REDUCTION Passed 1 Piece(s)5 1/2"x 10 1/2"24F-V4 DF Glulam Roof:BEAM#8 FRONT PORCH Passed 1 Piece(s)6 x 10 Douglas Fir-Larch No.2 Roof:BEAM#9 SMALL PORCH ROOF BEAMS Passed 1 Piece(s)6 x 6 Douglas Fir-Larch No.2 Member"Name a `Resits .,<Current Solution TMn " Comments,. Wall:Header#1 STORAGE AREA. Passed 1 Piece(s)4 x 6 Douglas Fir-Larch No.2 Wall:Header#2 STORAGE AREA. Passed 1 Piece(s)4 x 8 Douglas Fir-Larch No.2 Wall:Header#3 STORAGE AREA. Passed 1 Piece(s)4 x 8 Douglas Fir-Larch No.2 Wall:Header#3-A FRONT WALL UPPER WINDOWS Passed 1 Piece(s)4 x 8 Douglas Fir-Larch No.2 Member Name x.> Results ,,., Current Solution Comments .rs . Wall:Header#4 LAUNDRY ROOM Passed 1 Piece(s)4 x 8 Douglas Fir-Larch No.2 Wall:Header#5 LAUNDRY ROOM Passed 1 Piece(s)4 x 8 Douglas Fir-Larch No.2 Wall:Header#6 MSTR.BATH Passed 1 Piece(s)4 x 8 Douglas Fir-Larch No.2 Wall:Header#7 MSTR.BEDROOM Passed 1 Piece(s)6 x 10 Douglas Fir-Larch No.2 Wall:Header#8 STUDY Passed 1 Piece(s)6 x 8 Douglas Fir-Larch No.2 Wall:Header#9 BATHROOM Passed 1 Piece(s)4 x 8 Douglas Fir-Larch No.2 Wall:Header#10 GUEST BEDROOM Passed 1 Piece(s)4 x 10 Douglas Fir-Larch No.2 Wall:Header#11-LAUNDRY ROOM PKT.DOOR. Passed 1 Piece(s)6 x 8 Douglas Fir-Larch No.2 Wall:Header#12-MSTR.BEDROOM DOOR Passed 1 Piece(s)6 x 6 Douglas Fir-Larch No.2 ,. se . s i ye x 1 .'fir ; Member Name Results ; Current SolutiOn= "T"` Comments Floor:Joist Passed 1 Piece(s)9 1/2"TJI®110 @ 24"OC Floor:FLOOR BEAM#1 Passed 1 Piece(s)5 1/4"x 11 1/4"2.0E Parallam®PSL ECEWE SEP } 22013 DEPT OF ECOMERIJN IT Y C tlia 0PMENI Forte Software Operator Job Notes 9/9/2013 4:16:52 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.418 '... (541)419-0999 BOGART3422 @GMAIL.COM Page 1 of 25 ` F 0 R T E w MEMBER REPORT ROOF,Root BEAM#1-TRUSS SPAN REDUCTION PASSED 1 piece(s) 5 1/2" x 10 1/2" 24F-V4 DF Glulam Overall Length: 12'10 1/4" + + O 0 122" 4, X All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual 'Design`Results '&4 Actual 0 Widow' , emu,;, '. Result Y LDF t. ,comblnation( . ) , , " System:Roof Member Reaction(Ibs) 5139 @ 12'9" 9831(2.75") Passed(52%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 4240 @ 1'4" 11733 Passed(36%) 1.15 1.0 D+1.0 S(All Spans) Building use:Residential Pos Moment(Ft-Ibs) 15688 @ 6'6 1/2" 23244 Passed(67%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.314 @ 6'6 1/2" 0.414 Passed(L/475) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.456 @ 6'6 1/2" 0.621 Passed(L/327) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 •Deflection criteria:LL(L/360)and TL(1/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 12'10 1/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=12'5". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS 2005 methodology. '7:""'''''''' ,,i4:•"•41 4 13 ring f:-� Load i p..POrts(Ibs) '. a Supports : ?,4 Tota.t• A• vaailable Requite"t ,Dead Snow Total Aooessod' , �, , e, 1-Column-DF 5.50" 5.50" 1.50" 1662 3663 5325 Blocking 2-Column-DF 2.75" 2.75" 1.50" 1604 3535 5139 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. spa S ,. �. ,, r'�j _ Locattlpnl,,�,.� Width X10)' (1.i :fCommenlsi . a ;, 1-Uniform(PSF) 0 to 12'10 1/4" 16' 15.0 35.0 Roof r$0/elyer tiaeuser Notes c l , 1, .; :f.,1,-, ,.r LZS)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:52 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422 @GMAIL.COM Page 2 of 25 ' F 0 R T E ® MEMBER REPORT ROOF,Roof:BEAM#2-TRUSS SPAN REDUCTION. PASSED 1 piece(s) 5 1/2" x 10 1/2" 24F-V8 DF Glulam Overall Length: 10'1/2" + + O 0 44 9'7" All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual :PbeSigqi:R u Actual @ , Result LDF •Milan ) . System:Roof Member Reaction(Ibs) 4087 @ 1 1/4" 9831(2.75") Passed(42%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 3188 @ 1'1 1/4" 11733 Passed(27%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 9839 @ 5'1/4" 23244 Passed(42%) 1.15 1.0 D+1.0 5(All Spans) Building Code:IBC Live Load Defl.(in) 0.123 @ 5'1/4" 0.328 Passed(L/957) -- 1.0 D+1.0 5(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.179 @ 5'1/4" 0.492 Passed(L/658) -- 1.0 D+1.0 5(All Spans) Member Pitch:0/12 •Deflection criteria:LL(L/360)and TL(1/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 10'1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=9'10". •The effects of positive or negative camber have not been accounted for when calculating deflection. •Applicable calculations are based on NDS 2005 methodology. • VQ stogy � ) . 1-Column-DF 2.75" 2.75" 1.50" 1275 2812 4087 Blocking 2-Column-DF 2.75" 2.75" 1.50" 1275 2812 4087 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead i Locetaon 1Nldth ,x,(0.90) (115) ,(untments _, 7 7Xil** -Uniform(PSF) 0 to 10'1/2" 16' 15.0 35.0 Roof 1Ne' eise Note ; , r s y. N.. x' 'a+�< .-. �.?,,. ���. x„ f - �„`. (ZS)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. YY Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:52 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422@GMAIL COM Page 3 of 25 F 0 R T E ® MEMBER REPORT ROOF,Roof BEAM#3-TRUSS SPAN REDUCTION PASSED 1 piece(s) 5 1/2" x 10 1/2" 24F-V4 DF Glulam Overall Length: 10'3 1/4" + + O O All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual 'Desfghi.'esults a a I 0 • Al Rea I ;' •F • d;Combination(Pa• ` System:Roof• Member Reaction(Ibs) 4087 @ 1 1/4" 9831(2.75") Passed(42%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 3188 @ 1'1 1/4" 11733 Passed(27%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 9839 @ 5'1/4" 23244 Passed(42%) 1.15 1.0 D+1.0 5(All Spans) Building Code:IBC Live Load Defl.(in) 0.123 @ 5'1/4" 0.328 Passed(L/957) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.179 @ 5'1/4" 0.492 Passed(L/658) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 •Deflection criteria:LL(L/360)and TL(1/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 10'3 1/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=9'10". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS 2005 methodology. " "3 1 � Loads to supports Jbo) a °< 33,RPo a Rego red ;Dead +-now total Accessories » �U its :, ,Total . Available� ms.... 1-Column-DF 2.75" 2.75" 1.50" 1275 2812 4087 None 2-Column-DF 5.50" 5.50" 1.50" 1334 2940 4274 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads s ton Width 664666,(0:90)6,666474'46 1 15) *`Comments 1-Uniform(PSF) 0 to 10'3 1/4" 16' 15.0 35.0 Roof We erhaeu otesz . ( )SUSTAINABLE FORESTRY INITIA11VE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. �Y Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:52 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422 @GMAIL.COM Page 4 of 25 1 F 0 R T E * MEMBER REPORT ROOF,Roof BEAM#4-TRUSS SPAN REDUCTION PASSED 1 piece(s) 5 1/2" x 10 1/2" 24F-V4 DF Glulam Overall Length: 12'10 1/4" + + o D • a 12'2" All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Desi•n Results % ,�' o Location ,Alleged It t •F? Load:'Combination(Pa, System:Roof YI ,.t��3 § Member Reaction(Ibs) 5139 @ 12'9" 9831(2.75") Passed(52%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 4240 @ 1'4" 11733 Passed(36%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 15688 @ 6'6 1/2" 23244 Passed(67%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.314 @ 6'6 1/2" 0.414 Passed(L/475) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.456 @ 6'6 1/2" 0.621 Passed(1/327) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 • Deflection criteria:LL(L/360)and TL(1/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 12'10 1/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=12'5". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS 2005 methodology. e x -7" ti • Beady Load$,D Sup m � Supports .` 70tal Available Required Dead , Snow I k,„, Accessories „ .. 1-Column-DF 5.50" 5.50" 1.50" 1662 3663 5325 Blocking 2-Column-DF 2.75" 2.75" 1.50" 1604 3535 5139 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads location Wide 090) (1.15)` Comments f " � 41 1-Uniform(PSF) 0 to 12'10 1/4" 16' 15.0 35.0 Roof 1�ileyerfit�eueT.NateS ()SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:52 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422@GMAIL COM Page 5 of 25 • F 0 R T E @ MEMBER REPORT ROOF,Roof.BEAM#5-TRUSS SPAN REDUCTION. PASSED 1 piece(s) 5 1/2" x 10 1/2" 24F-V8 DF Glulam Overall Length: 10'1/2" + + o o - to Y''''''''.'"#2;-' : "i g 4 — 1 9 7" 4' 0 p All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual De+`si n Res It$ iJlGWa1 @„lo stlw►, _ ''' Result. F„ '"bi ttern); System.Roof Member Reaction(Ibs) 4087 @ 1 1/4” 9831(2.75") Passed(42%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(lbs) 3188 @ 1'1 1/4" 11733 Passed(27%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-lbs) 9839 @ 5'1/4" 23244 Passed(42%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defi.(in) 0.123 @ 5'1/4" 0.328 Passed(1/957) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.179 @ 5'1/4" 0.492 Passed(L/658) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 •Deflection criteria:LL(1/360)and TL(1/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 10'1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=9'10". •The effects of positive or negative camber have not been accounted for when calculating deflection. •Applicable calculations are based on NDS 2005 methodology. 4 " s u s to Sup Ibs)tlii r,: Sup'. , •- ,,ypial Available Required „bead now Total` Accessories 1-Column-DF 2.75" 2.75" 1.50" 1275 2812 4087 Blocking 2-Column-DF 2.75" 2.75" 1.50" 1275 2812 4087 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. I x ; !t oatli. „:y: Nation xx ,+r Width Q 9o) 17,1:4•E(1.,.15)' ,comments 1-Uniform(PSF) 0 to 10'1/2" 16' 15.0 35.0 Roof *eye .euserNoteS ^,,, , , '-; _ k p,, ,; (tj)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l' Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:52 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART 8 ASSOC. Job 2.4te (541)419-0999 BOGART3422 @GMAIL.COM Page 6 of 25 • F 0 R T E . MEMBER REPORT ROOF, Root BEAM#6-TRUSS SPAN REDUCTION PASSED 1 piece(s) 5 1/2" x 10 1/2" 24F-V4 DF Glulam Overall Length: 10'1/2" 0 0 9 7" El El All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual "Zs si,n Results ",, t«alloys,``: area l si�t°' •F� .. •Combination(Patten) System:Roof Member Reaction(Ibs) 4087 @ 1 1/4" 9831(2.75") Passed(42%) 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 3188 @ 1'1 1/4" 11733 Passed(27%) 1.15 1.0 D+1.0 5(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 9839 @ 5'1/4" 23244 Passed(42%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.123 @ 5'1/4" 0.328 Passed(L/957) -- 1.0 D+1.0 5(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.179 @ 5'1/4" 0.492 Passed(L/658) -- 1.0 D+1.0 5(All Spans) Member Pitch:0/12 • Deflection criteria:LL(L/360)and TL(1/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 10'1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=9'10". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS 2005 methodology. rsfi rl/1p Loads ;4.ysPpals� ) Supports Total Available Raga red Snow, Total es 1-Column-DF 2.75" 2.75" 1.50" 1275 2812 4087 None 2-Column-DF 2.75" 2.75" 1.50" 1275 2812 4087 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. ` 4 K Loa S tocatt4n , : ') (1 15), , (omments y r.e =. 1-Uniform(PSF) 0 to 10'1/2" 16' 15.0 4 35.0 Roof - eye ae,ser Notes � ♦ SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of th is software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:52 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. - Job 2.4te (541)419-0999 Page 7 of 25 BOGART3422@GMAIL COM F 0 R T E ® MEMBER REPORT ROOF,Roof BEAM#7-TRUSS SPAN REDUCTION PASSED 1 piece(s) 5 1/2"x 10 1/2" 24F-V4 DF Glulam Overall Length:9'2 1/4" + + O 0 } 8 6" El All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results A cbtdl " lowed t1 1�F Losd:Combineu n(Pattern) S s tem:Roof Member Reaction(Ibs) 3646 @ 9'1" 9831(2.75") Passed(37%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 2747 @ 1'4" 11733 Passed(23%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 7791 @ 4'8 1/2" 23244 Passed(34%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Def.(in) 0.077 @ 4'8 1/2" 0.292 Passed(L/999+) -- 1.0 D+1.0 5(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.112 @ 4'8 1/2" 0.438 Passed(L/934) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 • Deflection criteria:LL(L/360)and TL(1/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 9'2 1/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=8'9". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NOS 2005 methodology. 3' Su Supports 4-Available Required Dead Snow Total 'Accessories; 1-Column-DF 5.50" 5.50" 1.50" 1196 2637 3833 Blocking 2-Column-DF 2.75" 2.75" 1.50" 1138 2508 3646 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. ry Dead 'Snow Loads k tALOea .;. tdtfi 0.94 ti (115)Y,k n ,. 1-Uniform(PSF) 0 to 9'2 1/4" 16' 15.0 35.0 Roof Weyerhaeu.7.4imote - `` s ' SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:52 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422@GMAIL COM Page 8 of 25 F 0 R T E ® MEMBER REPORT ROOF,Roof:BEAM#8 FRONT PORCH PASSED 1 piece(s) 6 x 10 Douglas Fir-Larch No. 2 Overall Length: 19'11 1/2" 0 0 iI v g; ,€.0,4004,0r "i� 5 " # *"? $ III I, V6" 5'7" 10' 4'1'6"t 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual -Design.,Results y. ,, l I Location„„ Allowed i. at,Result LDF Load.Combin #Ton(L+attern) n`:` System Roof Member Reaction(Ibs) 2071 @ 7'9 1/4" 18906(5.50") Passed(11%) -- 1.0 D+1.0 S(Adj Spans) Member Type:Drop Beam Shear(Ibs) 992 @ 8'9 1/2" 6810 Passed(15%) 1.15 1.0 D+1.0 S(Adj Spans) Building Use:Residential Moment(Ft-Ibs) -1929 @ 7'9 1/4" 6937 Passed(28%) 1.15 1.0 D+1.0 S(Adj Spans) Building Code:IBC Live Load Defl.(in) 0.037 @ 13'4 13/16" 0.349 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.057 @ 13'4 15/16" 0.523 Passed(1/999+) -- 1.0 D+1.0 S(Alt Spans) Member Pitch:0/12 •Deflection criteria:LL(L/360)and TL(1./240). •Overhang deflection criteria:LL(21/360)and TL(21/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 19'11 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. n } Bearing Loads to Supports(Ibs) Supports Total Available Required 'Dead Snow Total Accessories 1-Column-DF 5.50" 5.50" 1.50" 261 495 756 Blocking 2-Column-DF 5.50" 5.50" 1.50" 793 1279 2072 Blocking 3-Column-DF 5.50" 5.50" 1.50" 473 752 1225 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. ,41115,3''' ,.. 1 ,.. ;,,'; �`r'',. "x reibutary "s„ - d Snow x j _ Loads Location ,k aKlidth (0.90) (1.15) Comments 1-Uniform(PSF) 0 to 19'11 1/2" 4' 15.8 30.0 Roof Weyerhaeuser Notes, 3'"„ ;` � r (ZA SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:52 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422@GMAIL COM Page 9 of 25 1 F 0 R T E ® MEMBER REPORT ROOF,Root BEAM#9 SMALL PORCH ROOF BEAMS PASSED 1 piece(s) 6 x 6 Douglas Fir-Larch No. 2 Overall Length:7'5" + + 0 _ o 1'6" 3'6" 1'6" •i" I. 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results;; <4,'' ' ai Location Al owed , AitIiiitif e" LDF Load:Comb(nadon(Pattern) ,61. System:Roof Member Reaction(lbs) 731 @ 1'8 3/4" 18906(5.50") Passed(4%) -- 1.0 D+1.0 S(Adj Spans) Member Type:Drop Beam Shear(Ibs) 269 @ 5' 3943 Passed(7%) 1.15 1.0 D+1.0 S(Adj Spans) Building Use:Residential Moment(Ft-lbs) -285 @ 1'8 3/4" 1993 Passed(14%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Deft.(in) 0.008 @ 0 0.200 Passed 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD (2U999+) Member Pitch:0/12 Total Load Defl.(in) 0.011 @ 0 0.200 (2u999+) -- 1.0 D+1.0 5(Alt Spans) •Deflection criteria:LL(1/360)and TL(11240). •Overhang deflection criteria:U.(0.2")and TL(0.2"). •Bracing(Lu):All compression edges(top and bottom)must be braced at 7'5"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. .' iv, � ' d ng 40,6:,F L dS to u�ppo s;(Ib � Slips o ;1 c v Total Avai able Required , •- d, .'Snow, Total a. s , ee; t 1-Column-DF 5.50" 5.50" 1.50" 263 468 731 Blocking 2-Column-DF 5.50" 5.50" 1.50" 263 468 731 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. aloe ;', Wt ei ` ( ) 1115);.. commen 1-Uniform(PSF) 0 to 7'5" 4' 15.8 30.0 Roof Aleyerha'euser Notes, , `' - 1 r .. ,k ,x ;: 0 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. �l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator 1 Forte Software Operator Job Notes 9/9/2013 4:16:52 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. (541)419-0999 Job 2.4te BOGART3422 @GMAIL COM Page 10 of 25 • F 0 R T E ' MEMBER REPORT UPPER FLOOR HEADERS, Wall:Header#1 STORAGE AREA. PASSED 1 piece(s) 4 x 6 Douglas Fir-Larch No. 2 Overall Length:3'3" ifto + + 0 0 3. All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual gtl'ResultS,r <' j''`3'FAc1Ual o doa Allowed x b t! :Tom, . . (Pattern) system:Wall Member Reaction(lbs) 544 @ 0 3281(1.50") Passed(17%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 349 @ 7" 2657 Passed(13%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 442 @ 1'7 1/2" 1979 Passed(22%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.007 @ 1'7 1/2" 0.108 Passed(11999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Def.(in) 0.011 @ 1'7 1/2" 0.162 Passed(11999+) -- 1.0 D+1.0 S(All Spans) •Deflection criteria:LL(L/360)and TL(1/240). • Bracing(Lu):All compression edges(bop and bottom)must be braced at 3'3"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. ; S `5. . � Bearing �',' s to Supports(lbs) $.'r SU its Y Total Av81"i able Requl As acseries 1-Trimmer-DF 1.50" 1.50" 1.50" 174 370 544 None 2-Trimmer-DF 1.50" 1.50" 1.50" 174 370 544 None T k td .. ,•• s Loads T On a _ (0�9 ) -,f00:15` Com ti -Uniform(PSF) 0 to 3'3" 6'6" 12.6 35.0 Residential-Living Areas 2-Uniform(PLF) 0 to 3'3" N/A 20.0 - ��e erhaeuser Notes x //�� ..� - " ` '`r , ... „ 3.; =,>7 (Z))SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. `"��� Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:52 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4fe (541)419-0999 80GART3422 @GMAIL.COM Page 11 of 25 • • I F 0 R T E' MEMBER REPORT UPPER FLOOR HEADERS, Wall:Header#2 STORAGE AREA. PASSED 1 piece(s)4 x 8 Douglas Fir-Larch No. 2 Overall Length:T 6" + + o O X 7 El All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual ,Desi n Resultsli • ,,,Actual* •- ,-.. ,- LDF Loads Coui"bana*. ttern) , System:Wall Member Reaction(Ibs) 1937 @ 1 1/2" 6563(3.00") Passed(30%) -- 1.0 D+1.0 5(All Spans) Member Type:Header Shear(Ibs) 1496 @ 10 1/4" 3502 Passed(43%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 3393 @ 3'9" 3438 Passed(99%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Def.(in) 0.104 @ 3'9" 0.242 Passed(L/837) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.181 @ 3'9" 0.313 Passed(L/482) -- 1.0 D+1.0 S(All Spans) • Deflection criteria:LL(1/360)and TL(5/16"). • Bracing(Lu):All compression edges(top and bottom)must be braced at 7'6"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. #j ,.," Bering Loads tot;ipports(ibs) Ask 4 Supports Avalabls,.Required Dead Snow Total :-,r-S,,,. £,,. 1-Trimmer-DF 3.00" 3.00" 1.50" 821 1116 1937 None 2-Trimmer-DF 3.00" 3.00" 1.50" 821 1116 1937 None ` Tributary .> Snovv ; Lids- ' 4 won Width ,:,long.0)-" (1.15) Comments ; , ,.,,k 1-Uniform(PSF) 0 to 7'6" 8'6" 12.6 35.0 Residential-Living Areas 2-Uniform(PLF) 0 to 7'6" N/A 105.0 - Meyer (PLF) r Notes . ;; . rfi . ;14 ,� '-''' f . (ZS)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. `� Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:52 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4fe (541)419-0999 BOGART3422@GMAIL COM Page 12 of 25 • I F 0 R T E a MEMBER REPORT UPPER FLOOR HEADERS, Wall:Header#3 STORAGE AREA. PASSED 1 piece(s) 4 x 8 Douglas Fir-Larch No. 2 Overall Length:4'3" + + o O gaa a �C — zu • 444 r' n w.g s z ^ 4' 1 o All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual, ^lovsedk` It Load:Canbi anon( s, System:Wall Desk�n Results .;w: "� Member Reaction(Ibs) 1066 @ 0 3281(1.50") Passed(32%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 700 @ 8 3/4" 3502 Passed(20%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 1132 @ 2'1 1/2" 3438 Passed(33%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Dell.(in) 0.012 @ 2'1 1/2" 0.142 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.021 @ 2'1 1/2" 0.213 Passed(1/999+) -- 1.0 D+1.0 S(All Spans) •Deflection criteria:LL(L/360)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 4'3"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. Obs) Supports Total Total AvaIIa b 'Le9uired. .., Snptn)r. Tod A es ea 1-Trimmer-DF 1.50" 1.50" 1.50" 433 632 1065 None 2-Trimmer-DF 1.50" 1.50" 1.50" 433 632 1065 None 3 r "Mbutary Dead % , 'Snow ; Loads ori ,Widt 0.90)1 (A 1 Uniform(PSF) 0 to 4'3" 8'6" 12.6 35.0 Residential-Living Areas 2-Uniform(PLF) 0 to 4'3" N/A 90.0 - �ax ejfertliaeuselr ores a} (l3)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. "`"` Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:52 PM Forte v4.1,Design Engine:V5.7.0.245 GERALD BOGART VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422@GMAIL COM Page 13 of 25 • R T E MEMBER REPORT UPPER FLOOR HEADERS, Wall:Header#3-A FRONT WALL UPPER PASSED • F 0 WINDOWS 1 piece(s)4 x 8 Douglas Fir-Larch No. 2 Overall Length:9'11 1/2" + + o "3 as p a s. x +6.gc 3 4 1a *1; �P. 0 .�� ray — �°r�., 'klli . ,. �"� •}' 4 ,t'4' 5' X 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual pgsign rResults, acw'! wca «' : Allowed x"eesut koee 14ad;;Combinal on(Pa'lban) Fi System:Wall Member Reaction(lbs) 4705 @ 4'5 3/4" 12031(5.50') Passed(39%) 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 1854 @ 5'3 3/4" 3502 Passed(53%) 1.15 1.0 D+1.0 5(All Spans) Building use:Residential Moment(Ft-lbs) -2337 @ 4'5 3/4" 3438 Passed(68%) 1.15 1.0 D+1.0 5(All Spans) Building Code:IBC Live Load Defl.(in) 0.034 @ 7'4 3/4" 0.178 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) Design methodology:ASD Total Load Defl.(in) 0.045 @ 7'5" 0.268 Passed(U999+) -- 1.0 D+1.0 S(Alt Spans) • Deflection criteria:LL(U360)and TL(1/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 9'11 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. ,* , 444 y Bearing Loads to S upports(tbs) -T ,A'A Slu .'A ,otal t liable:, Required A-,Deader Snow. otat,r, `Aaoessaefi 4 rte. - - . 1-Trimmer-DF 3.00" 3.00" 1.50" 335 1025 1360 None 2-Trimmer-DF 5.50" 5.50" 2.15" 1278 3427 4705 None 3-Trimmer-DF 3.00" 3.00" 1.50" 467 1307 1774 None Mary Dead) ` 5 LoadsIOration `a tti'^ (0 , "(1 5 :C V.. om - 1-Uniform(PSF) 0 to 9'11 1/2" 16' 12.6 35.0 Residential-Living Areas W # ti'' q �'' ``' '� (ZS)SUSTAINABLE FORESTRY INITIATIVE OYerhairuSer Motes A . �. Y Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:52 PM Forte v4.1,Design Engine:V5.7.0.245 GERALD G VAN DE BOBOGA ART RT&ASSOC. Job 2.4te (541)419-0999 BOGART3422@GMAIL COM Page 14 of 25 • 1 F 0 R T E ' MEMBER REPORT MAIN FLOOR HEADERS, Wall:Header#4 LAUNDRY ROOM PASSED 1 piece(s) 4 x 8 Douglas Fir-Larch No. 2 Overall Length:3'3" + + o _ o r M § ' ;�w: a a' ?? + 01 0 a a `t s kw k� 3' El All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual es gn Results Actual @lb icon Allowed 'Result <`" LDF nation(Ptlfpern) system:wan Member Reaction(Ibs) 1433 @ 0 3281(1.50") Passed(44%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header Shear(Ibs) 693 @ 8 3/4" 3045 Passed(23%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 1021 @ 1'7 1/2" 2989 Passed(34%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.005 @ 1'7 1/2" 0.108 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.012 @ 1'7 1/2" 0.162 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) • Deflection criteria:LL(1/360)and TL(1/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 3'3"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. Bens � � s to SUP: SuppOlis Total vailable Requi F Snow r dotal ACCeslories 1-Trimmer-DF 1.50" 1.50" 1.50" 851 406 370 1627 None 2-Trimmer-DF 1.50" 1.50" 1.50" 851 406 370 1627 None Loyd ,. Location Wld (0.90) � (XA ( nnnents 1-Uniform(PSF) 0 to 3'3" 6'6" 12.6 - 35.0 Residential-Living Areas 2-Uniform(PLF) 0 to 3'3" N/A 360.0 - - 3-Uniform(PSF) 0 to 3'3" 6'3" 12.0 40.0 - r Not SUSTAINABLE FORESTRY INITIATIVE Weyell8 r e � Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:53 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422 @GMAIL COM Page 15 of 25 F 0 R T E * MEMBER REPORT MAIN FLOOR HEADERS, Wall:Header#5 LAUNDRY ROOM PASSED 1 piece(s) 4 x 8 Douglas Fir-Larch No. 2 Overall Length:3'9" o ° r ' x�`'35✓i `''k`P'* s, e'eSs� as- '�+. �' s,"�+.''�'3...�:,,"�'� ''a x. ..,a, ?v{. x 3'6" 4, o All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Resu 5555h 5 Actual 0 Location. ` Al�ovved f`;tilt LDF.„r Load: .nation'Patt, System:Wall Member Reaction(Ibs) 1653 @ 0 3281(1.50") Passed(50%) -- 1.0 D+0.75 L+0.75 5(All Spans) 2 Member Type:Header Shear(Ibs) 886 @ 8 3/4" 3045 Passed(29%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 1360 @ 1'10 1/2" 2989 Passed(45%) 1.00 1.0 D+1.0 L(All Spans) Building Code:rBC Live Load Defl.(in) 0.009 @ 1'10 1/2" 0.125 Passed(1/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.022 @ 1'10 1/2" 0.188 Passed(1/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) • Deflection criteria:LL(L/360)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 3'9"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. `K Bearing Loads to 1uppods(tbj' Sep Pp total Availabl At Dead,' Floor Snow Toed Accessories 1-Trimmer-DF 1.50" 1.50" 1.50" 982 469 427 1878 None 2-Trimmer-DF 1.50" 1.50" 1.50" 982 469 427 1878 None '1)lbutaryy' Dead oor, Live;hr Snow" Loads - A unda. (0.90) 1.00j4,,,-.?.! (14.. - Colo 1 Uniform(PSF) 0 to 3'9" 6'6" 12.6 - 35.0 Residential-Living Areas 2-Uniform(PLF) 0 to 3'9" N/A 360.0 - - 3-Uniform(PSF) 0 to 3'9" 6'3" 12.0 40.0 - eerh us 4OeS T �� ~Wy �SUSTAINABLE FORESTRY INITIATIVE 55 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:53 PM Forte v4.1,Design Engine:V5.7.0.245 GERALD BOGART VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422 @GMAIL.COM Page 16 of 25 ® T E * MEMBER REPORT MAIN FLOOR HEADERS, Walt Header#6 MSTR.BATH PASSED 1 piece(s) 4 x 8 Douglas Fir-Larch No. 2 Overall Length:3'3" 0 o 3 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results,,- , . aI 0 i.ocation,- ova ;Atio I✓tefuit, ,'� , .0 w I)F ,Load ombinadoO(Pattern) ,... ` ." System:Wall Member Reaction(Ibs) 1433 @ 0 3281(1.50") Passed(44%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header Shear(Ibs) 693 @ 8 3/4" 3045 Passed(23%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 1021 @ 1'7 1/2" 2989 Passed(34%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.005 @ 1'7 1/2" 0.108 Passed(L/999+) -- 1.0 D+0.75 L+0.75 5(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.012 @ 1'7 1/2" 0.162 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) •Deflection criteria:LL(L/360)and TL(1/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 3'3"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. Bearing ds to Supports bs) Supports iciv 4�. . �- . Tot" )lvagaWct. Required uve-- Sn ?`Total, 1-Trimmer-DF 1.50" 1.50" 1.50" 851 406 370 1627 None 2-Trimmer-DF 1.50" 1.50" 1.50" 851 406 370 1627 None '�'[a` x emu,. F .j,:'r " ...s' „ -, ^ : -4• w. 1 4i twtary D q "— Live ' s,mw» ,_ , s` Loads ` Y . ,Location I.,. ,Widt (0.90) (100) (135) Comments ` , a, 1-Uniform(PSF) 0 to 3'3" 6'6" 12.6 - 35.0 Residential-Living Areas 2-Uniform(PLF) 0 to 3'3" N/A 360.0 - - 3-Uniform(PSF) 0 to 3'3" 6'3" 12.0 40.0 - Weyerhaeuser•Notes ",x;` e ' i* . , n, ': , z , §. n • : :.. r. ",„4, ,•' < ' )` ,. ,- (Zj)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. "`"` Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:53 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4fe (541)419-0999 BOGART3422@GMAIL.COM Page 17 of 25 ....................... F 0 R T E * MEMBER REPORT MAIN FLOOR HEADERS, Wail:Header#7 MSTR.BEDROOM PASSED 1 piece(s) 6 x 10 Douglas Fir-Larch No. 2 Overall Length:7'6" + + o . o Ji^' ,, z @t ar „,,:,,.,1-,,,:,„,,,, ,.„a a , z $ 1.may? a — vn � >*h .al 4.P 'fir ..1 54,4-' h ) r 7' y II IS All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design'Results ,,,;, ,. ,'.- .,.,r'•q, Result ° I DF Cosa:combination(Pattern) xi; system: Wall Member Reaction(Ibs) 3332 @ 1 1/2” 10313(3.00") Passed(32%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header Shear(lbs) 2114 @ 1'1/2" 5922 Passed(36%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 5128 @ 3'9" 6032 Passed(85%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Def.(in) 0.044 @ 3'9" 0.242 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Total Load Def.(in) 0.108 @ 3'9" 0.363 Passed(L/805) -- 1.0 D+0.75 L+0.75 S(All Spans) •Deflection criteria:LL(11360)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 7'6"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. ' • p tt I 11 Bearing a 4.oaa� 6 Suppolt1 s=,`° otal Available . -Regal"-''�I, ∎ �` Iota. t.:•a 4 . 1-Trimmer-DF 3.00" 3.00" 1.50" 1989 938 853 3780 None 2-Trimmer-DF 3.00" 3.00" 1.50" 1989 938 853 3780 None LO�t1S o Location , butary Dead, ,',„t''.1 newt° Snow' „ Width .(0.90) 1 � , (1.16) Comments . 1-Uniform(PSF) 0 to 7'6" 6'6" 12.6 - 35.0 Residential-Uving Areas 2-Uniform(PLF) 0 to 7'6" N/A 360.0 - - 3-Uniform(PSF) 0 to 7'6" 6'3" 12.0 40.0 - /�� Weyerhae . OteS K n .` (Zj)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. `��' Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator 1 j Forte Software Operator Job Notes 9/9/2013 4:16:53 PM ■ Forte v4.1,Design Engine:V5.7.0.245 GERALD BOGART '.. VAN DE BOGART&ASSOC. Job 2.4Ie (541)419-0999 BOGART3422 @GMAIL.COM Page 18 of 25 ■ • F 0 R T E v MEMBER REPORT MAIN FLOOR HEADERS, Wall:Header#8 STUDY PASSED 1 piece(s) 6 x 8 Douglas Fir-Larch No. 2 Overall Length:4'6" + + o O p All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design @SUIts ,4etuotx pJlocatlort 7 Allowed Result n LDP�Laad Copabitts Pattern) System:Wall Member Reaction(Ibs) 1993 @ 1 1/2" 10313(3.00") Passed(19%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header Shear(Ibs) 1069 @ 10 1/2" 4675 Passed(23%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 1756 @ 2'3" 3222 Passed(54%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.010 @ 2'3" 0.142 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.026 @ 2'3" 0.213 Passed(1/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) •Deflection criteria:LL(L/360)and TL(1/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 4'6"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. e £ $ , Bearing toads to Supports(Ibs) ` Supports Snow Accessores Floor Uve y 1-Trimmer-DF 3.00" 3.00" 1.50" 1187 563 512 2262 None 2-Trimmer-DF 3.00" 3.00" 1.50" 1187 563 512 2262 None � tiikoldery Dead` Floor Live ,Snow s, Loads m Location Af (090) (1 00) r (1.15) Comments ry. ' 1-Uniform(PSF) 0 to 4'6" 6'6" 12.6 - 35.0 Residential-Living Areas 2-Uniform(PLF) 0 to 4'6" N/A 360.0 - - 3-Uniform(PSF) 0 to 4'6" 6'3" 12.0 40.0 - Weyerhaeuser Notes `"^° !:,;;;Y'- .. " � ' € SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:53 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422 @GMAIL.COM Page 19 of 25 F 0 R T E° MEMBER REPORT MAIN FLOOR HEADERS, Wall:Header#9 BATHROOM PASSED 1 piece(s) 4 x 8 Douglas Fir-Larch No. 2 Overall Length:3'9" + + YVvr 3'6" x 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design kesuits 10 Location' Allowed ,1 F Load:`0241„4,111(Pattern)a system:Wall Member Reaction(Ibs) 1826 @ 0 3281(1.50") Passed(56%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 1116 @ 8 3/4" 3502 Passed(32%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 1711 @ 1'10 1/2" 3438 Passed(50%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.011 @ 1'10 1/2" 0.125 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Def.(in) 0.024 @ 1'10 1/2" 0.188 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) •Deflection criteria:LL(L/360)and TL(1/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 3'9"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. Bead? Loads tJo5n (Ibs) • Total Avai Alb fired '`Dead S • Total,."'Accessories g" 1-Trimmer-DF 1.50" 1.50" 1.50" 989 837 1826 None 2-Trimmer-DF 1.50" 1.50" 1.50" 989 837 1826 None 77,1 Read snow " aS ,Location Width?, (090) (1 15) Comments 1-Uniform(PSF) 0 to 3'9" 6'6" 12.6 35.0 Residential-Living Areas 2-Uniform(PLF) 0 to 3'9" N/A 360.0 - WALL LOAD-DEAD LOAD ONLY. 3-Uniform(PSF) 0 to 3'9" 6'3" 12.6 35.0 UPPER FLOOR LOAD ` lEC(1;21eLISer Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:53 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422@GMAIL.COM Page 20 of 25 • eilFORTEx MEMBER REPORT MAIN FLOOR HEADERS, Wall:Header#10 GUEST BEDROOM PASSED 1 piece(s) 4 x 10 Douglas Fir-Larch No. 2 Overall Length:6'6" a o All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Deli n Re I Actual Loca on Allowed TiarT. LDF Load:Combination(Pattern) ;,i System:Wall Member Reaction(Ibs) 3170 @ 1 1/2" 6563(3.00") Passed(48%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 2174 @ 1'1/4" 4468 Passed(49%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 4763 @ 3'3" 5166 Passed(92%) 1.15 1.0 D+1.0 5(All Spans) Building Code:IBC Live Load Defl.(in) 0.041 @ 3'3" 0.208 Passed(1/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.091 @ 3'3" 0.313 Passed(L/827) -- 1.0 D+1.0 S(All Spans) • Deflection criteria:LL(1/360)and TL(11240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 6'6"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. ggpgggggg Bearing tD Supports(Ibs) rtS Total Avaitablee" Requi Dead Snow Total Accessories 1-Trimmer-DF 3.00" 3.00" 1.50" 1720 1450 3170 None 2-Trimmer-DF 3.00" 3.00" 1.50" 1720 1450 3170 None a; M6utary Dead Snow s 4 toads 3 . one. Width ` (o go) ` (LIS) Comments 1-Uniform(PSF) 0 to 6'6" 6'6" 12.6 35.0 Residential-Living Areas 2-Uniform(PLF) 0 to 6'6" N/A 360.0 - 3-Uniform(PSF) 0 to 6'6" 6'3" 12.6 35.0 Weyerhaeuser Mites q.. ,,, s -. ,,.., ?�.;r ` SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:53 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422 @GMAIL.COM Page 21 of 25 F 0 R T E MEMBER REPORT MAIN FLOOR HEADERS, Wall.:Header#11-LAUNDRY ROOM PKT. PASSED DOOR. 1 piece(s) 6 x 8 Douglas Fir-Larch No. 2 Overall Length:6'10" + + o o yt�s �,�?�"�� ? i"'�A, � � i 6'4" El All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual gtt Restln ' a, `'AChra Location IQwed Nt `LDF .,:x ) Member Reaction(Ibs) 1210 @ 1 1/2" 10313(3.00") Passed(12%) -- 1.0 D+1.0 L(All Spans) Member Type:Header Shear(Ibs) 900 @ 10 1/2" 4675 Passed(19%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 1919 @ 3'5" 3222 Passed(60%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.042 @ 3'5" 0.219 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.060 @ 3'5" 0.329 Passed(U999+) _ -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(1/360)and TL(1/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 6'10"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. Be*np B b Su (ibs Supports Total'"" Available Requ L Dead TAI es ., 1-Trimmer-OF 3.00" 3.00" 1.50" 356 854 1210 None 2-Trimmer-DF 3.00" 3.00" 1.50" 356 854 1210 None ,. bate►# Dead FI ve LQ tIS tion, Width ,'` (090)1 (i.00) "tdaiments; -Uniform(PSF) 0 to 6'10" 6'3" 15.0 40.0 Weyerhaeuser Notes �°° '�� � •"�� ��"_ .,�:".� ,-k: .v.,� x �� -. .. ;. `'': (iS)SUSTAINABLE FORESTRY MITIATIYE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:53 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC Job 2.4te (541)419-0999 BOGART3422 @GMAIL.COM Page 22 of 25 .............. • ® F 0 R T E * MEMBER REPORT MAIN FLOOR HEADERS, Wall:Header#12-MSTR.BEDROOM DOOR PASSED 1 piece(s) 6 x 6 Douglas Fir-Larch No. 2 Overall Length:3'5" + + O 0 3'2" Q El All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual®Location 41- Allowed Result LDF Load:Combin:" Pa.-.) System:Wall Member Reaction(Ibs) 600 @ 0 5156(1.50") Passed(12%) -- 1.0 D+1.0 L(All Spans) Member Type:Header Shear(Ibs) 395 @ 7" 3428 Passed(12%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 513 @ 1'8 1/2" 1733 Passed(30%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.008 @ 1'8 1/2" 0.114 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.011 @ 1'8 1/2" 0.171 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(1/360)and TL(1/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 3'5"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. ring: Loads Suppp Aitt., liable ir®i Dead ' . ° . 1-Trimmer-DF 1.50" 1.50" 1.50" 173 427 600 None 2-Trimmer-DF 1.50" 1.50" 1.50" 173 427 600 None :',, ` --34403.3%.71 'Mbutary d Loads ` Width 0.90) (Cbrflment5 i. 1-Uniform(PSF) 0 to 3'5" 6'3" 15.0 40.0 �'�r" ""A°; .*. a `• llt.,. , ':*'y,> 4r is We erhaeuser"Notes , ,r ti ;, ,, _ (IS)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:53 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 B0GART3422 @GMAIL.COM Page 23 of 25 I F 0 R T E ® MEMBER REPORT 1/2" UPPER FLOOR FRAMING.,Floor..Joist PASSED 1 piece(s)9 1/2 TM® 110 @ 24" OC Overall Length: 13'5" + + o o 12'6" p All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual -01 I 0 l ocaU1 lov red u t' '. 'LDFI`Load*Combination(Pa ) System:Floor Member Reaction(Ibs) 687 @ 4 1/2" 1375(3.50") Passed(50%) 1.00 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(Ibs) 650 @ 5 1/2" 1220 Passed(53%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 2086 @ 6'8 1/2" 2500 Passed(83%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.253 @ 6'8 1/2" 0.317 Passed(1/600) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.329 @ 6'8 1/2" 0.633 Passed(1/461) -- 1.0 D+1.0 L(All Spans) TJ-Pro'"Rating 42 Any Passed -- -- •Deflection criteria:LL(L/480)and TL(1/240). ▪ Bracing(L1/):All compression edges(top and bottom)must be braced at 2'11 15/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •A structural analysis of the deck has not been performed. Deflection analysis is based on composite action with a single layer of 23/32"Weyerhaeuser Edge'"Panel(24"Span Rating)that is glued and nailed down. •Additional considerations for the Ti-Pro'"Rating include:1/2"Gypsum ceiling. '4';'" 04 f� Bearing .1 ' , s Sups` x � Sports '. Total leAl, equired _ itt Total Aooassodes ; 1-Stud wall-DF 5.50" 4.25" 1.75" 161 537 698 1 1/4"Rim Board 2-Stud wall-DF 5.50" 4.25" 1.75" 161 537 698 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. n,` . A A Dead Floor Live :'''''.44 S ,5 rtjg''5' ..z(0 9 T . •(1104) zn;�Comments ', - 1-Uniform(PSF) 0 to 13'5" 24" 12.0 40.0 Residential-Living Areas Weye(fi"asGSeCgNOtBS �t .44.--,. ,._ i A,e (Z�SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. 1111 Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:53 PM Forte v4.1,Design Engine:V5.7.0.245 GERALD BOGART Job 2.4te VAN DE BOGART&ASSOC. (541)419-0999 BOGART3422 @GMAIL.COM Page 24 of 25 • I FO R T E * MEMBER REPORT UPPER FLOOR FRAMING.,Floor:FLOOR BEAM#1 PASSED 1 piece(s) 5 1/4" x 11 1/4" 2.0E Parallam® PSL Overall Length:20' + + o ° 1s 1" All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual tDesi it Results `Actual @ Local ort a. mAl Result '" LD ` d:Combination System Floor Member Reaction(Ibs) 3435 @ 4" 21656(5.50") Passed(16%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 2955 @ 1'4 3/4" 11419 Passed(26%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 16048 @ 10' 26955 Passed(60%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.654 @ 10' 0.644 Passed(L/355) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.898 @ 10' 0.967 Passed(L/258) -- 1.0 D+1.0 L(All Spans) • Deflection criteria:LL(1/360)and TL(1/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 20'o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Qed t5 As toSii 'nhs) 15;: `. its Total A$able uired Dead Fici Tote Accessories 1-Column-DF 5.50" 5.50" 1.50" 935 2500 3435 Blocking 2-Column-DF 5.50" 5.50" 1.50" 935 2500 3435 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. to rY ,, t IOor Live Loads (0,90) 7 100) omments .. 1-Uniform(PSF) 0 to 20' 6'3" 12.0 40.0 Residential-Living Areas Weyerhaeuser Notes i'"` s .s.,ri ,:,, tt ?. _ SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 9/9/2013 4:16:53 PM GERALD BOGART Forte v4.1,Design Engine:V5.7.0.245 VAN DE BOGART&ASSOC. Job 2.4te (541)419-0999 BOGART3422@GMAIL COM Page 25 of 25 k JAVELIN ' Member Report i software by Weye,baeuse, Label:P1IDesignTag: 1608 r' 1 piece(s)of 3 1/2"x 14"2.2E Parallam®PSL j � S E P 1 2 LU 13 Member Type:Beam I Level:2nd Floor I` !7 I1 L1/ Design Passed u Li l=.J Product is Sufficient for Application and Loads Described l JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT ,sue!"� r ,xol �'„o",,, a s ay ri .��, N, `:. ,�», i7, ” �. . 1 2 5 Y/2" 19'1' y � rr 'I 20'0" 'i, Building Code: IBC 2009 Design Methodology: ASD Member Cut Length: 20'0" Member Drawing Not to Scale Design Results: Design(di Location Allowed Result LDF Load Combination-(Load Grou)) Critical Reaction 3046 lb @ 19'8" 14438 lb(1 1/2") Passed-21% - 1.0 Dead+1.0 Floor-(1) Shear 2860 lb @ 1'7 1/2" 9473 lb Passed-30% 1.00 1.0 Dead+1.0 Floor-(1) Moment 15070 lb-ft©9'9 1/2" 27162 lb-ft Passed-55% 1.00 1.0 Dead+1.0 Floor-(1) Live Load Deflection 0.46"@ 10'0" 0.64"L/360 Passed-L/502 - 1.0 Dead+1.0 Floor-(1) Total Load Deflection 0.61"@ 10'0" 0.97"U240 Passed-L/383 - 1.0 Dead+1.0 Floor-(1) Design Notes: Bracing(Lu):All compression edges(top and bottom)must be braced at 20-00-00 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Analysis Reactions Support Start End Source Dead Floor Live Roof Live Snow 1 0" 51/2" E5(i5) 704 lb 2204 lb - - 2 19'6 1/2" 20'0" E6(i6) 732 lb 2317 lb - - Loads: Maximum Load Magnitudes Type Start End Source Dead Floor Live Roof Live Snow Self Weight 0" 20'0" Self Weight 15 lb/ft - - Tapered 5 1/2" 1'9 1/2" TSCa1(i1589) 7 To 0 lb/ft 28 To 0 lb/ft - - Tapered 1'1 1/2" 18'5 1/2" Smoothed Load 62 To 62 lb/ft 247 To 245 Ib/ft - - Tapered 19'1 1/2" 19'6 1/2" TSCa1(i1589) 0 To 2 lb/ft 0 To 8 lb/ft - - Point 19'1 1/2" - A13'(i1562) 58 lb 233 lb - - Errors,Warnings.&Notes: If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. *Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: SR-197617 Javelin®Software 5.0.2.14 Design Engine:V5.7.0.245 Residence for Bogart OR 8/23/2013 9:08:38 AM REVISION DATE REVISION COMMENTS Page 1 of 2 Member Report Label:P1 I Design Tag:11608 1 piece(s)of 3 1/2"x 14"2.2E Parallam®PSL Design Passed Member Type:Beam i Level:2nd Floor Product is Sufficient for Application and Loads Described Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SUSTAINABLE FORESTRY INITIATIVE File Name: SR-197617 Javelin®Software 5.0.2.14 Design Engine:V5.7.0.245 Residence for Bogart REVISION DATE OR 8/23/2013 9:08:38 AM REVISION COMMENTS Page 2 of 2 JAVELIN ' SO,=wae ,v We se, Member eprtITSesigag1558 1 piece(s)of 1 3/4"x 9 1/2"1.55E TimberStrand®LSL Member Type:Beam I Level:2nd Floor Design Passed Product is Sufficient for Application and Loads Described 1 1 1 2 1 f 312" r2V2 k y k r a- k Building Code: IBC 2009 Design Methodology: ASD Member Cut Length: 4'6" Member Drawing Not to Scale Design Results: Design(eo Location Mowed Result LDF Load Combination-(Load Group Critical Reaction 426 lb @ 4'6" 2363 lb(1 1/2") Passed-18% - 1.0 Dead+1.0 Floor-(1) Shear 361 lb @ 1'1" 3436 lb Passed-11% 1.00 1.0 Dead+1.0 Floor-(1) Moment 513 lb-ft @ 2'7 1/2" 5211 lb-ft Passed-10% 1.00 1.0 Dead+1.0 Floor-(1) Live Load Deflection 0.01"@ 2'7 1/2" 0.14"U360 Passed-L/999 - 1.0 Dead+1.0 Floor-(1) Total Load Deflection 0.01"@ 2'7 1/2" 0.22"L/240 Passed-L/999 - 1.0 Dead+1.0 Floor-(1) Design Notes: *Bracing(Lu):All compression edges(top and bottom)must be braced at 4-06-00 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Analysis Reactions Support Start End Source Dead Floor Live Roof Live Snow 1 0" 3 1/2" PBO1(i313) 83 lb 283 lb 2 4'6" - TS3(i1401) 94 lb 332 lb - - Loads: Maximum Load Magnitudes Type Start End Source Dead Floor Live Roof Live Snow Self Weight 0" 4'6" Self Weight 5 lb/ft - Point 1'3 1/2" - A9'(i1519) 56 lb 222 lb - - Point 2'7 1/2" - A9'(i1606) 57 lb 227 lb - - Point 3'11 1/2" - A9'(i1591) 41 lb 166 lb - - Connector Information: Nailing Requirements Support Manufacturer Model Two Face Member Min.Seat Length Other Information 2 SST HU9 Not Applicable 18-10d common 6-10d x 1-1/2 1 1/2" Minimum seat length reported is based on the design load Errors.Warnings,&Notes: If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: SR-197617 Javelin®Software 5.0.2.14 Design Engine:V5.7.0.245 Residence for Bogart OR 8/23/2013 9:08:38 AM REVISION DATE REVISION COMMENTS Page 1 of 2 i Y Member Report Label:TS5 I Design Tag:11558 1 pieces)of 1 3/4"x 9 1/2"1.55E TimberStrand®LSL Design Passed Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SUSTAINABLE FORESTRY INITIATIVE File Name: SR-197617 Residence for Bogart Javelin®Soflware 5.0.2.14 Design Engine:V5.7.0.245 REVISION DATE OR 8/23/2013 9:08:38 AM REVISION COMMENTS Page 2 of 2 • 6111 JAVELIN ' ioftwa,, by , � Member Repo l Design Tag:11547 1 piece(s)of 9 1/2"TJI®110 Member Type:FloorJoist I Level:2nd Floor Design Passed Product is Sufficient for Application and Loads Described ac•s aZat a$':,,.5 , ,.._.., M ice, ., .rte,;..,-.,,,,,4Y•7 "x.':?M1 F, "m= a a'za*9° .1"4.£7> .=A atom's::,T z4° es' ??ms ,T rex a�x? .. Vf.*+a x Y rsva a rte, �- ,axa " x � . -,-- e .* 7, _ "�. a .'mss '` '''- u n. 1 2 41/4" 11111/7 }"1/7 '14 14' Building Code: IBC 2009 Design Methodology: ASD Member Cut Length: 12'3" Member Drawing Not to Scale Design Results: Design a Location Allowed Result LDF Load Combination (Load Group) Critical Reaction 403 lb @ 1 1/4" 1041 lb() Passed-39% 1.00 1.0 Dead+1.0 Floor-(1) Shear 390 lb @ 2 1/4" 1220 lb Passed-32% 1.00 1.0 Dead+1.0 Floor-(1) Moment 1175 lb-ft©6'0 1/2" 2500 lb-ft Passed-47% 1.00 1.0 Dead+1.0 Floor-(1) Live Load Deflection 0.14"@ 6'0 1/2" 0.30"L/480 Passed-L/999 - 1.0 Dead+1.0 Floor-(1) Total Load Deflection 0.17"@ 6'0 1/2" 0.59"L/240 Passed-L/817 - 1.0 Dead+1.0 Floor-(1) TJ Pro Rating 49 25 Passed Decking Material&Attachment: 23/32"x48"x96"Weyerhaeuser Edge Gold Panel(0/24)T&G SF - Glue And Nail Design Notes: *Additional consideration for this rating includes ceiling. "For TJ-Pro TM Rating calculation the controlling span is considered to be supported by beams. "Bracing(Lu):All compression edges(top and bottom)must be braced at 3-11-15 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. *Member design(strength)is based on loads shown in loading section. Pro Rating and CVC ratings,if shown,are based on 1-04-00 o.c.spacing. Supports: Maximum Analysis Reactions Support Start End Source Dead Floor Live Roof Live Snow 1 0" 2 1/4" P1(i1608) 82 lb 328 lb - - 2 11'10 3/4" 12'3" E2(i3) 84 lb 337 lb - - Loads: Maximum Load Magnitudes Type Start End Source Dead Floor Live Roof Live Snow Uniform 0" 12'3" FC6 Floor Decking 13 lb/ft 53 lb/ft - - Errors,Warnings,&Notes: *If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. *The TJ-Pro TM Rating shown above is based on the default decking for the floor container. Special decking(if used)was not used in determination of the TJ-ProT'"Rating. *Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: SR-197617 Javelin®Software 5.0.2.14 Design Engine:V5.7.0.245 Residence for Bogart OR 8/23/2013 9:08:38 AM REVISION DATE REVISION COMMENTS Page 1 of 2 $ Member Report-_ Floor Container:FC6 I Label:A13'f Design Tag:11547 1 pieces)of 9 112"TJI®110 Design Passed Member Type:FloorJoist I Level:2nd Floor Product is Sufficient for Application and Loads Described Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SUSTAINABLE FORESTRY INITIATIVE File Name: SR-197617 Javelin®Software 5.0.2.14 Design Engine:V5.7.0.245 Residence for Bogart OR 8/23/2013 9:08:38 AM REVISION DATE REVISION COMMENTS Page 2 of 2 0 JAVELIN ' A Member Report V a , Label:TS6 I Design Tag:11533 1 piece(s)of 1 3/4"x 9 1/2"1.55E TimberStrand®LSL Member Type:Beam I Level:2nd Floor Design Passed Product is Sufficient for Application and Loads Described 1 1 1 2 I s3' t - 3.3• Building Code: IBC 2009 Design Methodology: ASD Member Cut Length: 3'3" Member Drawing Not to Scale Design Results: Design(rD Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 136 lb @ 0" 2363 lb(1 1/2") Passed-6% 1.0 Dead+1.0 Floor-(1) Shear 104 lb @ 9 1/2" 3436 lb Passed-3% 1.00 1.0 Dead+1.O Floor-(1) Moment 127 lb-ft @ 1'10 1/2" 5211 lb-ft Passed-2% 1.00 1 0 Dead+1.O Floor-(1) Live Load Deflection 0.00"@ 1'10 1/2" 0.11"L/360 Passed-L/999 - 1.0 Dead+1.0 Floor-(1) Total Load Deflection 0.00"@ 1'10 1/2" 0.16"L/240 Passed-U999 - 1.0 Dead+1.0 Floor-(1) Design Notes: *Bracing(Lu):All compression edges(top and bottom)must be braced at 3-03-00 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Analysis Reactions Support Start End Source Dead Floor Live Roof Live Snow 1 0" 0" TS3(i1406) 34 lb 102 lb 2 3'3" - TS4(i1404) 26 lb 70 lb - - Loads: Maximum Load Magnitudes Type Start End Source Dead Floor Live Roof Live Snow Self Weight 0" 3'3" Self Weight 5 lb/ft Point 6 1/2" - A4'(i1584) 18 lb 71 lb - Point 1'101/2" - A4'(i1572) 25 lb 101 lb - ..- Connector Information: Nailing Requirements Support Manufacturer Model Top Face Member Min.Seat Length Other Information 1 SST HU9 Not Applicable 18-10d common 6-10d x 1-1/2 1 1/2" Minimum seat length reported is based on the design load 2 SST HU9 Not Applicable 18-10d common 6-10d x 1-1/2 1 1/2" Minimum seat length reported is based on the design load Errors,Warnings,&Notes: *If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. *Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: SR-197617 Javelin®Software 5.0.2.14 Design Engine:V5.7.0.245 Residence for Bogart OR REVISION DATE 8/23/2013 9:08:38 AM REVISION COMMENTS Page 1 of 2 Member Report Label:TS6 I Design Tag:i1533 1 piece(s)of 1 3/4"x 9 1/2"1.55E TimberStrand®LSL Design Passed Member Type:Beam i Level:2nd Floor Product is Sufficient for Application and Loads Described Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SUSTAINABLE FORESTRY INITIATIVE File Name: SR-197617 Residence for ogrt Javelin®Software 5.0.2.14 Design Engine:V5.7.0.245 REVISION DATE OR 8/23/2013 9:08:38 AM REVISION COMMENTS Page 2 of 2 r 5of[Wa, y w� eha s„ ,JA EL ' N Member Report 1 piece(s)of 1 3/4"x 9 1/2"1.55E TimberStrand®LSL Member Type:Beam I Level:2nd Floor Design Passed Product is Sufficient for Application and Loads Described E Vii, µ ^. .e .: ^ MA , : W " M .» emsi tRI . �.`+.'.P:G .7i7M jai ", s 1,!-Ar T' rt .�'�+, .fl�q'^ ,i`�,a"' xt k t^ {-� °h r+1a.+'`41 t..v.,;.+ ,, s,Y t ,� #,t kin.;r'4,; ,� ' .4 ag �.Yz ,.�'9w_ 3,xs�.a"� -rte„4;iea,.5.a..�,'L 3 .+-?«,'_me n: xB,kii34.;7s. ..`a:,- a rL 4,M '4 o-,2Ta <.. ._. .',tt,. -„cs 1 2 4�/r 11'8 1#7 k — --- -- 123' -- --- 4. Building Code: IBC 2009 Design Methodology: ASD Member Cut Length: 12'3” Member Drawing Not to Scale Design Results: Desr in at Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 687 lb @ 2 3/4" 3161 lb(1 1/2") Passed-22% - 1.0 Dead+0.75 Floor+0.75 Snow-(1) Shear 248 lb @ 1'1 3/4" 3436 lb Passed-7% 1.00 1.0 Dead+1.0 Floor-(1) Moment 760 lb-ft @ 4'2 11/16" 5211 lb-ft Passed-15% 1.00 1.0 Dead+1.0 Floor-(1) Live Load Deflection 0.07"@ 5'10 5/16" 0.39"L/360 Passed-L/999 - 1.0 Dead+1.0 Floor-(1) Total Load Deflection 0.10"@ 5 10 11/16" 0.59"L/240 Passed-L/999 - 1.0 Dead+1.0 Floor-(1) Design Notes: Bracing(Lu):All compression edges(top and bottom)must be braced at 12-03-00 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Analysis Reactions Support Start End Source Dead Floor Live Roof Live Snow 1 0" 4 1/4" E6(i6) 304 lb 202 lb - 321 lb 2 11'10 3/4" 12'3" E3(i4) 64 lb 136 lb - -6 lb Loads: Maximum Load Magnitudes Is Start End Source Dead Floor Live Roof Live Snow Self Weight 0" 12'3" Self Weight 5 lb/ft - - - Uniform 0" 3'9 3/4" FC6 Floor Decking 3 lb/ft 12 lb/ft - - Uniform 2 1/8" 3'9 3/4" FC6 Floor Decking 4 lb/ft 14 lb/ft - - Uniform 3'9 3/4" 12'3" FC6 Floor Decking 4 lb/ft 16 lb/ft - - Point 2 1/8" - PBO2(i1165) 212 lb - - 315 lb Point 3'8 7/8" - TS6(i1533) 34 lb 102 lb - - Errors,Warnings,&Notes: *If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. `Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: SR-197617 Javelin®Software 5.0.2.14 Design Engine:V5.7.0.245 Residence for Bogart OR 8/23/2013 9:08:38 AM REVISION DATE REVISION COMMENTS Page 1 of 2 Member Report . - � Label:TS3 I Design Tag:i1406 1 piece(s)of 1 3/4"x 9 1/2"1.55E TimberStrand®LSL Design Passed Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. (Zj)SUSTAINABLE FORESTRY INITIATIVE File Name: SR-197617 Javelin®Software 5.0.2.14 Design Engine:V5.7.0.245 Residence for Bogart OR 8/23/2013 9:08:38 AM REVISION DATE REVISION COMMENTS Page 2 of 2 I . J AVE 1 ' Member Report . y Weyerhaeuser Label:TSI Design 1 piece(s)of 1 3/4"x 9 1/2"1.55E TimberStrand@ LSL Member Type:Beam I Level:2nd Floor Design Passed Product is Sufficient for Application and Loads Described ' r - ray- 3,P+' :rz. r s a. �� " * qtr } „�,- ire e* a rt � 4.,,u��;-,�., i,z �.x�.�+s�r+&G. .,wr, 4'^-z.4ttl� �«.�`k,+ az�S<.`�.�s» �x. � .. 9f 1 \\2 ketc RDA 4.4- Building Code: IBC 2009 Design Methodology: ASD Member Cut Length: 8'6" Member Drawing Not to Scale Design Results: Design(B2 Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 321 lb @ 2 3/4" 3161 lb(1 1/2") Passed-10% - 1.0 Dead+1.0 Floor-(1) Shear 239 lb @ 1'1 3/4" 3436 lb Passed-7% 1.00 1.0 Dead+1.0 Floor-(1) Moment 627 lb-ft @ 3'6 7/8" 5211 lb-ft Passed-12% 1.00 1.0 Dead+1.0 Floor-(1) Live Load Deflection 0.03"@ 4'2 15/16" 0.28"L/360 Passed-U999 - 1.0 Dead+1.0 Floor-(1) Total Load Deflection 0.04"@ 4'3 1/16" 0.41"L/240 Passed-U999 - 1.0 Dead+1.0 Floor-(1) Design Notes: Bracing(Lu):All compression edges(top and bottom)must be braced at 8-06-00 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Analysis Reactions Support Start End Source Dead Floor Live Roof Live Snow 1 0" 4 1/4" E6(i6) 88 lb 242 lb - - 2 8'4 1/4" 8'6" PBO1(i313) 66 lb 162 lb - - Loads: Maximum Load Magnitudes Type Start End Source Dead Floor Live Roof Live Snow Self Weight 0" 8'6" Self Weight 5 lb/ft - - - Uniform 0" 3'9 3/4" FC6 Floor Decking 13 lb/ft 53 lb/ft - - Uniform 3'9 3/4" 8'6" FC6 Floor Decking 6 lb/ft 26 lb/ft - - Point 3'8 7/8" - TS6(i1533) 26 lb 70 lb - - Errors,Warnings,&Notes: *If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. •Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: SR-197617 Javelin®Software 5.0.2.14 Design Engine:V5.7.0.245 Residence for Bogart OR 8/23/2013 9:08:38 AM REVISION DATE REVISION COMMENTS Page 1 of 2 f Member Report f � = Label:TS4 I Design Tag:i1404 1 piece(s)of 1 3/4"x 9 1/2"1.55E TimberStrand®LSL Design Passed Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. (u)SUSTAINABLE FORESTRY INITIATIVE File Name: SR-197617 Javelin®Software 5.0.2.14 Design Engine:V5.7.0.245 Residence for Bogart OR 8/23/2013 9:08:38 AM REVISION DATE REVISION COMMENTS Page 2 of 2 I 4A e,haI N' Label:TSr3bDesgnTTagrt14O1 1 piece(s)of 1 3/4"x 9 1/2"1.55E TimberStrand®LSL Member Type:Beam I Level:2nd Floor Design Passed Product is Sufficient for Application and Loads Described rg W t MMMA Syr k7 5 ; € MP�4 ' � &�, i:k,as : ,�� 0; t rir " e 'i t`�r`' ;fC"`` sr 4 $'e .,h''f ,5?',"'"V, x ,ro''+t v ?' 0s 'i-,-..s. ,,:4 .4-;1,4:1 w._,,. ,'.::. ., 's. . , » x+s.,:,.tt:.a ,zt '«e 0',i _ aka, ..,, d . T :=�--�' 1 2 f'4%4- 11'6 V2' 't 4/4" 123 - - - 4' Building Code: IBC 2009 Design Methodology: ASD Member Cut Length: 12'3" Member Drawing Not to Scale Design Results: Design O Location Allowed Result LDF Load Combination (Load Group) Critical Reaction 970 lb @ 12'0 1/4" 3161 lb(1 1/2") Passed-31% - 1.0 Dead+1.0 Floor-(1) Shear 770 lb @ 11'1 1/4" 3436 lb Passed-22% 1.00 1.0 Dead+1.0 Floor-(1) Moment 2167 lb-ft @ 8'6 7/8" 5211 lb-ft Passed-42% 1.00 1.0 Dead+1.0 Floor-(1) Live Load Deflection 0.20"@ 6'6 11/16" 0.39"L/360 Passed-L/708 - 1.0 Dead+1.0 Floor-(1) Total Load Deflection 0.26"@ 6'6 7/16" 0.59"U240 Passed-U534 - 1.0 Dead+1.0 Floor-(1) Design Notes: *Bracing(Lu):All compression edges(top and bottom)must be braced at 12-03-00 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Analysis Reactions Support Start End Source Dead Floor Live Roof Live Snow 1 0" 41/4" E6(i6) 113 lb 314 lb - - 2 11'10 3/4" 12'3" E3(i4) 225 lb 743 lb - - Loads: Maximum Load Magnitudes Type Start End Source Dead Floor Live Roof Live Snow Self Weight 0" 12'3" Self Weight 5 Ib/ft - - - Unform 0" 8'7 3/4" FC6 Floor Decking 7 lb/ft 27 lb/ft - - Uniform 8'7 3/4" 12'3" User Load 30 lb/ft 120 lb/ft - - Uniform 8'7 3/4" 12'3" FC6 Floor Decking 4 lb/ft 16 lb/ft - - Point 8'6 7/8" - TS5(i1558) 94 lb 332 lb - - Errors.Warnings,&Notes: *If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. *Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: SR-197617 Javelin®Software 5.0.2.14 Design Engine:V5.7.0.245 Residence for Bogart OR 8/23/2013 9:08:38 AM REVISION DATE REVISION COMMENTS Page 1 of 2 1 -F a Member Report ter`? '' Label:TS3 I Design Tag:11401 1 piece(s)of 1 3/4"x 9 1/2"1.55E TimberStrand®LSL Design Passed Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. ♦ SUSTAINABLE FORESTRY INITIATIVE File Name: SR-197617 Javelin®Software 5.0.2.14 Design Engine:V5.7.0.245 Residence for Bogart OR 8/23/2013 9:08:38 AM REVISION DATE REVISION COMMENTS Page 2 of 2 o a'tI -= p . Zj too co W H NNHHHH H H HH H m147 70 o O X= ""'"""'M I HOtO W J i VIAw NII+Oti QO IITI'A W Ntl+y A W NHo 2J 2 D �a F•HM HHHHr.A W NNNHHHHF• W H -I-.co W.1TUIa W Nn ("I'`'.7, 0%' '� O W J J J W N a A 0 N H O t0 W J T Vt W N H O ^, AQ NoN B. 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E. o O v N `< C N O Q ?ag y oa �+ o 0 °a3 7 $n R•a Weyerhaeuser e Residence for Bogart We y prepared these plans for the specification of Trus Joist products based on project information provided to us.This service is solely intended for product application assurance;and,is not intended to circumvent the need N fp for a design professional as determined by the building codes.The designer of j"# N W record and/or builder/framer is responsible to assure these drawings are . compatible with the overall project. ��� ,.. O a) a to cr)A OR Copyright 2009 Weyerhaeuser NR Company. All rights reserved.Any Weyerhaeuser wood PRNODUCTs N N unauthorized copying of reproduction will constitute an infringement of copyright. v v Drawn By: Date: Arch. Drawings Prepared By: I Struct. 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J- " 4 r I-1 a' l§_o " i § 444§ _- " 6V 4�„4 Y z Residence for Bogart Weyerhaeuser prepared these plans for the specification of Trus Joist products based on project information provided to us.This service is solely intended for product application assurance;and,is not intended to circumvent the need cn 70 for a design professional as determined by the building codes.The designer of l record and/or builder/framer is responsible to assure these drawings are w CO 1� compatible with the overall project. o fD CO 6) Copyright 2009 Weyerhaeuser NR Company. All rights reserved.Any ENGiODUC1 � � Weyerhaeuser YVOODaROOUCTs N r,. 0) T OR unauthorized copying of reproduction will constitute an infringement of copyright. - Drawn B . - Date: v N 1 Specification Team By: Arch. Drawings Prepared By: I Struct. Drawings Prepared By: -__- -r service.request @weyerhaeuser.com v Eli Lester 8/23/13 /an De Bogart&Assoc. 7/28/13 I n/a n/a (888)453-8358 www.woodbywy.com .;.(3N. r,,) Itir (.3 Jefferson County D C D Invoice No. 13-049 621 Sheridan Street Port Townsend, WA 98368 's,"ve=eo� (360) 379-4450 fax(360)379-4451 INVOICE — c Customer Name A Michael Gould Date 9/25/2013 Address PO Box 117 Case# City Chimacum State WA ZIP 98325 Case# BLD13-00285 Phone Case# Qty Description Unit Price TOTAL 1 Building Base Permit Fee (difference) $1,749.00 $1,749.00 1 Bplan Check Fee (difference) $486.85 $486.85 Parcel 901-274-010 Please Mail to: 621 Sheridan Street Port Townsend, WA 98368 Please Make Payable to: ' Jefferson County SubTotal $2,235.85 Payment Details O Cash O Check ® Outstanding TOTAL $2,235.85 Name Check# Office Use Only Receipt# / C -4-1D 15' 161'it'4.°4E:Q----. 1 d k3(-(22C. Department of Community Development ;^ . (77 s--A • ° * j •p Front Parcel Review Parce1901274010 I■Jee Gb Printed: September 17, 2013 A MICHAEL GOULD Site Address: COY/-fra,e - L t G • ARTHEAJ CARR GOULD 334 COUNTRY MEADOW R chtc, PO CH BOX 117 fY,7A p_ y. t�� 1 CHIMACUM, WA 98325 CHIMACUM WA, 98325 -'�'u� Parcel Number: 901274010 S-T-R: 27-29N-01W Legal Description S27 T29 R1W TAX 5 (LESS PTN TAX 32)WITH EASE Land Use: ylw Flood District: Fire District: 1 Planning Area: Flood Map(FIRM)Panel No: School District 49 Zoning: COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ ] Plot plan states "property line" [ ] Assessor's Map (Property lines on submitted plot plan must match the pnperty lines as identified on theAssessor's 1/4 map) [ ] Legal Access to Property YE-NO [ ] Parcel Tags or Scanned Documents YES N/ [ ] ESA's: Special Reports Nearby YES NO [ ] Designated Ag YES N9 [ ] Shoreline Designation: YES NW [ ] Shoreline Slop _ tability: YES NO Stream Type NO Tow b` io tA(-f Fish& Wildlife: NO "' I( = Wetlands: Ems'' NO Rare Plants:YES 1 Seismic: NO Landslide: YES N Flood: YES W. Erosion: YES N7- Aquifer Recharge Area: NOLLZL, SIPZ: nonce At Risk High Risk Coastal CMZ: rfo— High Risk Moderate RiskDisconnected CMZ Stormwater site plan submitted: YesNo [ ] Forest Lands: YES N / Adjoining Forest Lands: Commercial/ Rural/ Inholding [ ] Mineral Lands: YES N7 [ ] Agricultural Lands: YES N9/ [ ] Archaeology: YES NO/ [ ] Stormwater: New Impeervious Surface Land Disturbing Activity ESA's Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering [ ] Notice Provisions/Disclosure:Airport YES Nor' MRL YES N"� Forest Lands YES N.9-- [ ] Landscaping Required: Yes N/ [ ] Parking Spaces Req • ed NO (1). Other I- 1 Building Height: / UBC Standard ] Impervious Surface coveraercentage: Resource Lands&Public: 10 Rural Residential: ,;gip Rural Indull: Per UDC Sec 6.7 Rural Commercial: 60% Area of Building C. -rage:60%in Rural Indus rial Lands only [ ] Total Building (s) Size: RVC:20,000 SF CC:5,000 SF NC:7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified [ ] Setbacks: Front: /Left Side:' j/-iD'a tSRight Side:19-014i Las Rear: Shoreline Setback: ---' Yl l LSHA Setback: �I� " [ ] Road Classification: T V u214 Road Approach: EXISTING-foT REQP.. RAP [ ] SEPA Required: YES EXEMP [ ] Flood Certificate: X31 [ ] Existing Case(s)&Condition(s): U" -4 Violations: Yes 19/ _U [ ] Recorded Date of Subdivision: A j AFN Over 5yrs=UDC Plat Conditions: I <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant YES NO, submitted: YES NO [ ] UGA No Protest Agreement YES NO, submitted: YES N9/- [ ] Site Visit conducted YES N [ ] Require Final Zoning Approval NO i(, J [ ] ADMIN: Setbacks entered in Permit Plan case N/A ES New Parcel Tags entered in Permit Plan N/A YES Special Reports Scanned N/A YES Title Notes Updated Parcel tags found for parcel 901274010 1.) Wetland Delineation ZON08-00045 See Laserfiche or MLA08-125 for full report. 03/03/2009 Report Parcel tags found for parcel 901274010 2.) WSRC Coaching - no date, SPAAD,CZ 08/30/2013 Other Parcel tags found for parcel 901274010 3.) WSRC Coaching - no date,Wetland Mitigation, move house CZ 08/30/2013 CAO Parcel tags found for parcel 901274010 4.) WSRC Coaching -LID Wetland Mitigation, move house CZ 08/26/2013 Parcel tags found for parcel 901274010 5.) WSRC Coaching - 2012-04-30, SG 08/27/2013 CAO Cases Associated with APN 901274010 Cases Name Review Type Status Planner ADR12-00074 GOULD F Application Received: 10/3/2012 Permit Issued/Case closed: Case Finaled: 911 M LA08-00125 BLD13-00285 MLA08-00125 GOULD p Application Received: 9/13/2013 Permit Issued/Case closed: Case Finaled: NSFR, no garage ZON08-00045 MLA08-00125 KAYE I A Application Received: 3/13/2008 Permit Issued/Case closed: 3/2/2009 Case Finaled: SITE PLAN APPROVAL ADVANCED DETERMINATION REVISION I-OR CHANGE IN BUILDING ENVELOPE WITH WETLAND BUFFER AVERAGING. Site Plan Approval Advanced Determination for a single family residential development SEP13-00102 GOULD p Application Received: 9/6/2013 Permit Issued/Case closed: Case Finaled: \\tidemark\data\forms\R_Parcel_CRMLA.rpt 9/17/2013 Page 2 of 3 USR13-00019 • GOULD • A Application Received: 7/2/2013 Permit Issued/Case closed: Case Finaled: \\tidemark\data\forms\R_Parcel_CRMLA.rpt 9/17/2013 Page 3 of 3 DEVEIoPMENT REVIEW TIME WEET Date Time Comments q -167 I 1'1 f5Pr gal a0 q- 719 - ( 22 o, h j ., �L VA_ A \\tidemark\data\forms\R_MLT_Case_CRMLA.rpt September 18,2012 itUILDING PERMIT APPLICA ON MLA08-00125 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00285 Received Date: 9/13/2013 SITE ADDRESS: 334 COUNTRY MEADOW RD CHIMACUM, 98325 OWNER: A MICHAEL GOULD PHONE: ARTHEAJ CARR GOULD PO BOX 117 CHIMACUM WA 98325 SUBDIVISION: Block: Lot: TX 5+ PARCEL NUMBER: 901274010 Section: 27 Township: 29 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI NSFR, no garage TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,848 VALUATION 175,000.00 ADD'L: HEAT TYPE: RAD CODE EDITION: 2012 HEAT BASE: HEAT TYPE: WOD OCCUPANCY: UNHEATED: 0 #OF STORIES: OCCUPANCY: OTHER: 1,180 CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: 140 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 1 PWELL BEDROOMS: BATHROOMS: Exist: Exist: Prop: 2 Prop: 2 Total: 2 Total: 2 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,895.00 MEB 09/12/13 142487 Plan Check $1,231.75 MEB 09/12/13 142487 State Building Code $4.50 MEB 09/12/13 142487 Potable Water Application $66.00 MEB 09/12/13 142487 Total: $3,197.25 \\4iricmor4\rio+nWnrmc\G RI n Ann P1,1 m4 0/1'1/9014 • • z4gON o0� JEFFERSON COUNTY IECEOVED ` DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street• Port Townsend •Washington 98368 �� * 360/379-4450 • 360/379-4451 Fax rd S 1 2013 Master Permit Application ' „ ,ii, + +�; MLA: + • + + .4,, + + y a•IA Project Description(include separate sheets as necessary): New its I c1. j cR, - tw `6 l . Tax Parcel Number: y Ol 2 74/ 010 Property Size: 1c,„ V l.C/u4 (acres/square feet) Site Address and/or Directions to Property: .33 L/ C.,o44.01fv, i4. .v Property Owner(s)of Re ord: (.,-o Telephone: 360-339'o�-�ez34 Fax: 5 I-3le_4� email: 111+ 1,tl Mailing Address: .3500--4O G �M 4 s,.�-lers, vim. 9�r59 Applicant/Agent(if different from owner): 1 C2I e) art-— Telephone: 541-4i 9-0/?? Fax: �I A-- email: r t- 34"22 0” matt.tom Mailing Address: 3Sa0— /" $ _ OIL - h Whit kind of Permit?(Check each box that applies 6a8uilding ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor,Major or Reasonable Economic Use) Single Family ❑Garage Attached/Detached ❑Conditional Use[C(a),C(d),or C]** ❑ Manufactured Home ❑ Modular ❑Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑Special Use(Essential Public Facilities)** ❑ Change of Use ❑Boundary Line Adjustment ❑ Address ❑Road Approach ❑Short Plat** ❑Home Business ❑Cottage Industry ❑Binding Site Plan** ❑Propane ❑Long Plat** ❑Sign ❑Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteration** ❑Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre-Application Conference ❑Tree Vegetation Request Please identify any other local,state or federal permits required for **Requires s proposal,if known: I hereby designate U �.P DESIGNATION OF AGENT to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE 7.1-13 Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any w: a., rue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide a•..ss a • right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required =ter in , ctions. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application at - . _ :wants •:: o ice. Signature: C:?-?-13 ignature: Date: l7 The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act". - •."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued " not iolate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you a in co liance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferable :spo. • lity for adhering to and complying with the ESA. The Applicant has read this discla' er d sig and dates it below. Signature: J Date: v/_ G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc i • • 7 ! BUILDER STATEMENT The signer of this state' ent does ereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assumin• e re ,% •ility of the General Contractor for the proposed projgct. Signature: Date: 7 GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) Fax:( ) MAILING ADDRESS: EMAIL Pr9ject Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: aY New +Y Wood Existing: 0 1 Sewer ❑ Addition ❑ Steel Proposed: Bank 0iC ommunity System Alteration/Remodel 0 Concrete Total: '.- Height: W Individual System El Repair 0 Masonry SEP Permit# 13-oo i o', Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: hf Private well 0 Two Party T e f Heat• Proposed: 0 Public Total: '7_ Name of System: WC I I I If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: 1 Underground Tank 1 Above ground Tank Size of Propane Tank: 1 Heat Stove 1 Cook Stove 1 Woodstove 1 Fireplace Insert 1 Hot Water Tank 1 Pellet Stove 1 Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed �pC � si` "i�e'��nly. `y _ _. Amount 4-sgaiioo :: _ ,-,€._ Main Floor Heated ,,,/ J r # 1 °` EH Bld App Review: 2"0 Floor Heated - Consistency Review: 2-M /Or iWNS4St4 Other Heated Base fee: _k YS^1 If i Mezzanine „ t ` ° Additional Section: 'un 1 frt. rov-e4) / i D ' . Heated Basement �� Plan Check fee: l 2 Unheated Basement � � �. �� a f�/ : State Surcharge fee: Other Unheated JO `,, . Pot Water Review fee: t • Garage/Carport x' a t_ SUBTOTAL - " L(3.25` Decks 911/Rd Approach fee: /---' pi 0 Other Q !0•fL.i) (lI O q TOTAL: $ 2,3S-Li'%,15— 4 ' -eceipt Number: Cash/Check Number: ESTIMATED COST(REQUIRED) Date: •Fair market value of all labor and materials foundation to finish 17 6,0o0 Initials: • G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc lir , • w ON 4 '6 JEFFERSON COUNTY 4' y r DEPARTMENT OF COMMUNITY DEVELOPMENT K....._. 621 Sheridan Street• Port Townsend •Washington 98368 it0 360/379-4450 . 360/379-4451 Fax ArINO http://www.cojefferson.wa.us/commdevelopment/ Stormwater Calculation Worksheet MLA# 0 i '6O1)..! PROJECT/APPLICANT NAME: PI/,/�e G04(V DETERMINING STORMWATER MANAGEMENT REQUIREMENTS:This stormwater calculation worksheet should be completed first to classify the proposal as"small,""medium,"or"large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan,if required. PARCEL SIZE(I.E..SITE) Size of parcel I5,3 5 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 6.03646 sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover(both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation,and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species,other than noxious weeds,that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar,alder,big-leaf maple,and vine maple;shrubs such as willow,elderberry,salmonberry, and salal;herbaceous plants such as sword fern,foam flower,and fireweed. LAND DISTURBING ACTIVITY.CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL Calculate the total area to be cleared,graded,filled, Answer the following two questions related to excavated,and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: C Does the project convert%acres or more of Construction site for structures sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. 3 A O O sq/ft Circle: Yes it) Well,utilities,etc. C Xi 5/i i4 sq/ft Does the project convert 2'/2 acres or more of• native vegetation to pasture? Driveway,parking,roads,etc. Bart 31 I Ny sq/ft //11 Circle: Yes No Lawn,landscaping,etc. CXt5-�"11,. CI4Ci s✓aI)sq/ft Other compacted surface,etc. (— sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance 50 it I sq/ft Cut /co Fill (cu/yd) [over] stormwater calc worksheet—REV.2/20/2008 1 .� • • • Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials, and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS–IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) ! V 1j 4 q sq/ft Structures(all roof area) I Li f0 sq/ft Sidewalks I�� sq/ft Sidewalks sq/ft Patios 'z sq/ft Patios sq/ft Solid Decks sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway,parking,roads,etc sq/ft Driveway,parking, roads,etc JOB 100 sq/ft Other J sq/ft Other sq/ft Total New I D sq/ft Total Existing /,2'5 6 sq/ft TOTAL NEW+TOTAL EXISTING* sq/ft 'This amount will be used to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. 9 P P po P ) DEVELOPMENT v.REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: 'I Does the site have 35%or more of existing impervious surface? Circle: Yes Q FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no,the proposal is considered new development and the attached Figure 1 should be used. At this juncture,the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE By signing . tormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct t• e •=,t of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owne of the aff-cted property. 9-12-/1 ( •OWN R OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) F,. - " * - i...r aL .. as { afr " a, x.. stormwater talc worksheet—REV,2/20/2008 2 r 1 • • • • (9C5(14N °, JEFFERSON COUNTY •, I DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street• Port Townsend•Washington 98368 t 0 (360)379-4450 - (360)379-4451 Fax 14a40' http:ll www.co.Jefferson.wa.us/commdevelopmentl Stormwater Site Plan Instructions and Submittal Template "Medium"and "Large" Projects [Includes Construction Stormwater Pollution Prevention Plan(SWPPP)and Permanent Stormwater Control Plan] The submittal template for a Stormwater Site Plan has been developed from information presented in the Department of Ecology 2005 Stormwater Management Manual for Western Washington (Manual), which is the set of stormwater management standards for new development and redevelopment in Jefferson County. The Stormwater Site Plan, Minimum Requirement#1 in the Manual, is the comprehensive report containing all of the technical information and analysis necessary to evaluate a proposed new development or redevelopment for compliance with stormwater requirements. A Stormwater Site Plan is required for all"medium"and"large" projects. (For background information, refer to the Stormwater Management Information Sheet.) The Stormwater Site Plan includes a Construction Stormwater Pollution Prevention Plan (SWPPP - Minimum Requirement#2)that addresses sediment and erosion control during construction and a Permanent Stormwater Control Plan that addresses stormwater on the project site in its developed condition through dispersion, infiltration, or, if necessary,flow control and/or treatment facilities. The steps for preparing and the content of a Stormwater Site Plan are summarized below and more fully described in Chapter 3 of Volume I of the Manual. The attached submittal template is intended to be a format applicable to typical rural residential construction. For these cases, completion and submittal of the template results in a complete land use application. THE TWO MAIN COMPONENTS OF A STORMWATER SITE PLAN L Construction Stormwater Pollution Prevention Plan A Construction Stormwater Pollution Prevention Plan (SWPPP) is a document that describes the potential for pollution problems on a construction project and which explains and illustrates the measures to be taken to control these problems. The basis for requiring a SWPPP, the twelve elements required to be in a SWPPP, the suggested step-by step procedure to follow, and the suggested Best Management Practices (BMPs) to follow, are all described in Volume II of the Manual. A SWPPP consists of two sections, a narrative and the drawings. A description of the contents of the narrative and the drawings sections, and checklists for each of these sections, are in Section 3.3 of Volume 11. For typical rural residential projects, DCD provides a Construction Stormwater Pollution Prevention(SWPP)Best Management Practices(BMPs)Packet to assist with the preparation of the Construction SWPPP. IL Permanent Stormwater Control Plan A Permanent Stormwater Control Plan is a document that describes the basis for, and the means of implementing, permanent Best Management Practices (BMPs)for flow control and treatment facilities after the project is completed. The content of a Permanent Stormwater Control Plan is described in Section 3.1.5 of Volume I of the Manual. The permanent BMPs and facilities for flow control and treatment are described in Volumes III, IV, and V of the Manual. The submittal template is intended for rural residential projects that can fully disperse or infiltrate stormwater. The template may not be appropriate or sufficient for applications involving larger or more complex projects. stormwater site plan template—rev.10/21/2008 • • INSTRUCTIONS To prepare a Stormwater Site Plan, follow the steps outlined below,complete the Stormwater Site Plan template, sign and submit together with the Master Land Use Application (MLA). This information may also be provided on other diagrams, plans, studies, or attachments submitted with the project application. If so, please indicate such on this supplemental permit application. As the template is designed mostly for rural residential development, it may not be as useful for a larger project as an independently prepared Stormwater Site Plan. For any particular project, the Administrator may waive specific submittal requirements determined to be unnecessary for review of the application. Note: Prior to filling out the submittal template, read through these steps for preparing a Stormwater Site Plan. Preliminary or draft versions of the individual components may be helpful in the case that redesigning an original layout would result in a proposal that has less environmental impacts and is significantly simpler in terms of meeting stormwater requirements. For example, if the proposal can utilize the "full dispersion"BMP(T5.30 in the Manual), there is no need to provide for flow control or flow treatment on the site For more information on the easiest way to meet stormwater requirements, refer to the "Low Impact Development"Information Sheet BMPs used during the construction phase and that are included in the Construction SWPPP may also be useful as elements of the Permanent Stormwater Contml Plan. STEP 1: COLLECT AND ANALYZE INFORMATION ON EXISTING CONDITIONS Collect and review information on existing site conditions, including topography, drainage patterns, soils, ground cover, critical areas, adjacent areas, existing development, existing stormwater facilities. The Jefferson County website provides an Internet Map Server (IMS)function(http:liwww.co.jefferson.wa.us). If available,a Development Review Division(DRD)planner may be able to assist you in collecting this information. Analyze the information to determine site limitations,including: • Areas with high potential for erosion and sediment deposition(based on soil properties,slope,etc.); • Locations of sensitive and critical areas(e.g., vegetative buffers,wetlands, steep slopes,floodplains,geologically hazardous areas,streams,susceptible aquifer recharge areas,etc.);and • The natural receiving waters to which the stormwater runoff either directly or eventually discharges. This information will be useful in site design and in the completion of the Permanent Stormwater Control Plan and Construction SWPPP. STEP 2: PREPARE PRELIMINARY DEVELOPMENT LAYOUT Based upon the analysis of existing site conditions,locate the buildings,driveways,roads, parking lots,and landscaping features for the proposed development. Consider the following points when laying out the site: • Fit development to the terrain to minimize land disturbance; confine construction activities to the least area necessary and away from critical areas; • Preserve areas with natural vegetation(especially forested areas)as much as possible; • On sites with a mix of soil types, locate impervious areas over less permeable soil (e.g., till) and try to restrict development over more porous soils(e.g.,outwash); • Cluster buildings together; • Minimize impervious areas;and • Maintain and utilize the natural drainage patterns. The preliminary development layout will assist in determining threshold discharge areas for calculating whether size thresholds under Minimum Requirements#6,#7,and#8(for"large"projects)are exceeded and as a basis for the drawings and maps required for the Stormwater Site Plan. stormwater site plan template—rev.10/2112O08 2 x r • STEP 3: PERFORM AN OFF-SITE ANALYSIS This step is for"large" projects (i.e., adding 5,000 square feet or more of new impervious surface, converting Y. acres of pervious surfaces to lawn or landscaped areas,or converting 2'/e acres of forested area to pasture)at the discretion of the UDC Administrator. See Volume I,Section 2.6.2 for more information. STEP 4: REVIEW THE APPLICABLE MINIMUM REQUIREMENTS The Stormwater Calculation Worksheet is a required submittal for all development and redevelopment land use applications. Completing the Worksheet helps determine the broad category of the proposal—"small," "medium," or large" project—and the applicable Minimum Requirements. "Small" projects need to meet Minimum Requirement#2 only. "Medium" projects need to meet Minimum Requirements#1 through#5. "Large" projects need to meet all the Minimum Requirements,#1 through#10. The Minimum Requirements are as follows: 1. Preparation of Stormwater Site Plans(Chapter 3 of Manual) 6. Runoff Treatment 2. Construction Stormwater Pollution Prevention 7. Flow Control 3. Source Control of Pollution 8. Wetlands Protection 4. Preservation of Natural Drainage Systems and Outfalls 9. Basin/Watershed Planning 5. On-site Stormwater Management 10. Operation and Maintenance The Manual provides descriptions and instructions in Volume 1,Chapter 2. Information sheets,application materials,and DRD planners can help describe the Minimum Requirements to applicants. Note: "Large"projects, as pert of meeting Minimum Requirements #6 – Runoff Treatment - and #7 – Flow Control, are compared to Volume 1, Chapter 2 in the Manual to determine whether on-site stormwater management BMPs are sufficient or treatment facilities or flow control facilities are required. The flow control determination may necessitate use of the Western Washington Hydrology Model managed by the Department of Ecollogy. Consult Sections 2;5.6 and 2.5.7 of Volume I, Chapter 2 of the Manual for more information. Again, the easiest way to meet stormwater requirements is to design the project so that natural drainage is preserved, impervious surface is limited,and full dispersion (BMP T5.30) is implemented. By using low impact development techniques in the site design, the need for treatment and flow control facilities is eliminated, simplifying preparation of the Stonviwater Site Plan and often the site construction process itself. For more information on these techniques,consult the"Low Impact Development"Information Sheet. STEP 5: PREPARE A PERMANENT STORMWATER CONTROL PLAN Select stormwater control BMPs and facilities that will serve the project site in its developed condition. The selection process is presented in Volume I, Chapter 4. After consideration is given to how selected BMPs and facilities fit within and serve the entire preliminary development layout,the designer may want to reconsider the site layout to reduce the need for construction of facilities or the size of the facilities by reducing the amount of impervious surfaces created and increasing the areas to be left undisturbed. The Permanent Stormwater Control Plan should contain the following sections(Section 3.1.5 of Volume I,Chapter 3): • Existing Site Hydrology(i.e.,the behavior of water on the site—above,below,and on the ground) • Developed Site Hydrology(special requirements for projects and threshold discharge areas within projects that requirement treatment and flow facilities) • Performance Standards and Goals • Flow Control System • Water Quality System • Conveyance System Analysis and Design Essentially, in terms of site hydrology,the developed condition of the site should match the pre-developed condition, with is forested land cover (unless reasonable, historic information is provided that indicates the site was prairie prior to settlement). For "large' projects, totals of impervious surfaces, pollution-generating impervious surfaces, and pollution generating pervious surfaces must be tabulated for each threshold discharge area for which on-site BMPs are the sole stormwater management approach. stormwater site plan template rev.10121/2008 3 • • STEP 6: PREPARE A CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP) The Construction SWPPP for projects adding or replacing 2,000 square feet of impervious surface or more or clearing 7,000 square feet or more(i.e., "medium" or"large"projects), must contain sufficient information to demonstrate to the UDC Administrator that the potential pollution problems have been adequately addressed for the proposed project. An adequate Construction SWPPP includes a narrative and drawings. The narrative is a written statement to explain and justify the pollution prevention decisions made for a particular project. The narrative contains concise information concerning existing site conditions, construction schedules, and other pertinent items that are not contained on the drawings. The drawings and notes describe where and when the various BMPs should be installed, the performance the BMPs are expected to achieve, and actions to be taken if the performance goals are not achieved. There are 12 Elements that must be considered in the development of a Construction SWPPP, unless site conditions render that element unnecessary and the exemption from that element is clearly justified in the narrative. The 12 Elements cover the general water quality protection strategies for limiting site impacts during construction and are described in detail in Section 2.5.2, Volume I of the Manual. The 12 Elements of Minimum Requirement#2,Construction Stormwater Pollution Prevention,are: 1. Mark Clearing Limits 5. Stabilize Soils 9. Control Pollutants 2. Establish Construction Access 6. Protect Slopes 10. Control De-watering 3. Control Flow Rates 7. Protect Drain Inlets 11. Maintain BMPs 4. Install Sediment Controls 8. Stabilize Channels and Outlets 12. Manage the Project For ease of use, the Stormwater Site Plan submittal template below includes a section that lists the 12 Elements and provides the opportunity to include sufficient information for rural residential and other relatively simple Construction SWPPPs. For more complex projects,a separate narrative and set of plans may be preferred or required. Volume II of the Manual is dedicated to Construction Stormwater Pollution Prevention. A step-by-step BMP selection process and a complete description of the BMPs applicable to each element is provided in Chapters 3 and 4. Additionally, DCD provides a Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet that summarizes the 12 Elements and excerpts from the Manual sample sediment and erosion control measures for typical rural residential development. The Packet should prove useful for completing the Construction SWPPP component of the submittal template. On construction sites that infiltrate all stormwater runoff,the primary consideration in the preparation of the Construction SWPPP is the protection of the infiltration facilities from fine sediments during the construction phase and protection of ground water from other pollutants. On construction sites that discharge to surface water, the primary consideration in the preparation of the Construction SWPPP is compliance with the State Water Quality Standards. The step-by-step procedure outlined in Volume II, Section 3.2 is recommended for the development of these Construction SWPPPs. STEP 7: COMPLETE THE STORMWATER SITE PLAN The Stormwater Site Plan encompasses the entire submittal to Jefferson County in conjunction with a land use or building permit application. The following documents or sections should be included: • Project Overview • Existing Conditions Summary • Off-site Analysis Report(if required;usually for"large"projects) • Permanent Stormwater Control Plan • Special Reports and Studies(such as soil testing,wetland delineation,etc.,if applicable) • Other Permits(approvals required by other regulatory agencies that include stormwater management conditions) • Operation and Maintenance Manual(for each flow control and treatment facility,if applicable) • Bond Quantities Worksheet (for performance bond or other financial guarantee for proper construction and operation of construction site BMPs and permanent drainage facilities,if required) The submittal template below is designed for rural residential and other relatively small or simple projects. For larger and more complex projects—particularly those that involve stormwater treatment and/or flow control—more information may be required and an independent Stormwater Site Plan may be the preferable submittal format. STEP 8: CHECK COMPLIANCE WITH ALL APPLICABLE MINIMUM REQUIREMENTS A Stormwater Site Plan as designed and implemented should specifically fulfill all Minimum Requirements applicable to the project. The applicant should review to check that these requirements are satisfied and that all information provided is true and correct prior to signing and submitting the Stormwater Site Plan. (The signature box appears at the end of the submittal template.) stormwater site plan template—rev.1012112008 4 • • � JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street• Port Townsend •Washington 98368 - O' 360/379-4450 •360/379-4451 Fax L INO http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MIA# PROJECT/APPLICANT NAME: Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a separate stormwater site plan map. Project Overview 1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. 4. Describe the existing soils. Indicate soil type on the site map. 5. Describe the existing site hydrology(i.e.,drainage; behavior of water on the site—above, below,and on the ground). Indicate existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if applicable,and indicate acreage of each. 6. Describe any excess levels of noise generated by the proposed use or activity: stamwatet site plan templa*e-rev.1012112005 5 • • 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes,etc.)on the site. Indicate location on the site map. 8. Describe the general vicinity of the site,including adjacent land uses and structures,utilities, roads,and sensitive/critical areas (streams,wetlands,lakes,steep slopes,etc;). Permanent Stormwater Control Plan This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs and facilities to remain in place after construction of the project is completed. "Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control facilities are not exceeded. g, Describe the developed site hydrology,as proposed. Indicate whether stormwater will be fully dispersed(i.e., per BMP T5.30 in the Manual)or if not,what types of stormwater flow control will be utilized for the site or specific threshold discharge areas within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. 10. If the project requires the use of stormwater treatment facilities,describe the types of stormwater treatment facilities proposed for use on the site Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normally for large"projects or projects that involve the potential for dispersion of contaminants.] 11. Describe the performance goals and standards applicable to the project. 12. Describe the flow control system. stormwater site plan template-rev.101212009 G • i • 13. Describe the water quality system. 14. Describe the conveyance system analysis and design, 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material. 18. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. 17. Describe the proposed surfacing material. 18. Describe methods for restoration of the site. 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for "large'projects only and only those for which facilities are required to control flow or treat runoff.] If included,list the Manuals here. 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. 21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or restrictions here. stormwtier site plan template-rev.10/2112008 7 i • CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential development. SECTION I—CONSTRUCTION SWPPP NARRATIVE 1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable to the proposal,justify in writing. Descriptions of the 12 Elements are found at Volume II Section 323 of the Manual(beginning on page 3-7). 12 Required Elements—Construction SWPPP 1. Mark Cleari Limits. !! 4#wj D7°iief 5441/ /114 r'r; P ?Ike J,s,, f v-C oN ae_ Tk l5 (.J!4 1 i rl:MJ 2P Stol at ma 4 v- ,Vh ei F- 0 as , mool e c.ceeN Je 40 rLkn) ex peg',kw. 2. Establish Construction Access. /J 1 n r (5 5kali he !, 1k ,t► 9 jo,t0 10e4 �ey_ q l 10144te✓' 3. Control Flow Rates. . D ue 1-el S j 2 64 A.u.g NB /S41.414,4_Lag.t It1'i II teen e. 1.1,e_ 4i . 4. Install Sediment�ontrols. I- , S Mn 4 ele4el i su jj a v' ��yG � 4 ��t�t /name- 5. Stabilize Soils. w rh al Gil w ! hi Uri si-4i,j z a S G +ri / 11£,.,t. - .. A el ro -61.4 Anq y loco he jkijs24"Mbiell- S. Protect Slopes. 5 7p L Skalj hi' Q JD 1°011er.if 16 444.tt/ :e.440 7. Protect Drain Inlets. etrb 14. iAr/_, etonnw Ater site pan template-rev.10/21/2008 8 } • • 12 Required Elements—Construction SWPPP(continued) 8. S Mize Channels and Outlets. nio ttyi po✓av D✓1-Stet 4AVJiJo Y 9. Control Pollutants. L.iwI.If al/ :Sourcyps a oJ/y xi, Co.5Arzr ;4 ta44 a„i?I h� 1°4 4;vj M. i n q 54-'e JQLr -I . ifeA, r_ �• i �� .� t lkrF q ;i O t1 s,4 kill PI/N i t/tcd. CQ d Crt'1'f s five s j,// - , Y _10. Control De-Watering(the act of pumping grpundwat r or stormwater away from�a�active constructs site). tc c�e c.fi-eve�y i3 40,0 ed diSC44✓� - t. N U4' pe(Jtrf'aw 51411 he 4tdo,/ 1-r) 71-it is 11. Maintain Best Management radices(BMPs). p IS /! 5 Management aM !rite prod Pelf- AI I/54- Ae .� tad ?AA.N Pot 12. Manage the Project. Pi .q se tortf*v c fyoitl ,p/e.AevI f fano SaJrmetc* �•�1,4,ifr Watt 1j �ai S e455 coke.it e_. la`f e. d< .111 vE Pei M t/ a uatt; 0604'iG�part 4/ tt 14 j 11111 f Q l�-b a i- a cAtf'ra c -prs vt 5 19�-}- a rtcl /fries. -v,r f ke p r6 f e c%-. 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas,roads). b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. etomwater vita plan template-rev.1012112006 9 • • b. Description of special requirements for working in or near environmentally sensitive areas. 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils(e.g.,erodibility,settleability,permeability,depth,texture,soil structure). 5. Construction Phasing. a. Construction sequence b. Construction phasing(if proposed) S. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). Provide a proposed construction schedule. II. Wet Season Construction Activities. a. Proposed wet season construction activities. b. Proposed wet season construction activities for environmentally sensitive areas. 7. FinanciallOwnership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following,if applicable. a. Sediment Ponds/Traps. b. Diversions. c. Waterways. d. Runoff/Stormwater Detention Calculations 10 atommwater site pan template—rev.10/21,2008 • • SECTION iI—EROSION AND SEDIMENT CONTROL PLAN Sediment and erosion control measures may be depicted on the master land use application plot plan,a stormwater site plan,and/or a separate Construction SWPPP site plan. This is a checklist to ensure that the following are depicted on a site plan: 1. General. a. Vicinity Map b. Jefferson County Approval Block c. Erosion and Sediment Control Notes 2. Site Plan. a. Legal description of subject property. b. North arrow. c. Indicate boundaries of existing vegetation(e.g.,tree lines,pasture areas,etc.). d. Identify and label areas of potential erosion problems. e. Identify FEMA base flood boundaries and Shoreline Management boundaries(if applicable). f. Show existing and proposed contours. g. Indicate drainage basins and direction of flow for individual drainage areas. h. Label final grade contours and identify developed condition drainage basins. i. Delineate areas that are to be cleared and graded, j. Show all cut and fill slopes indicating top and bottom of slope catch lines. 3. Conveyance Systems. a. Designate locations for swales,interceptor trenches,or ditches. b. Show all temporary and permanent drainage pipes,ditches,or cut-off trenches required for erosion&sediment control. c. Provide minimum slope and cover for all temporary pipes or call out pipe inverts. d. Shows grades,dimensions,and direction of flow in all ditches,swales,culverts and pipes. e. Provide details for bypassing off:site runoff around disturbed areas. f. Indicate locations and outlets of any dewatering systems. 4. Location of Detention Best Management Practices(BMPs). Identify location of detention BMPs. 5. Erosion and Sediment Control Facilities. a. Show the locations of sediment trap(s),pond(s),pipes and structures. b. Dimension pond berm widths and inside and outside pond slopes. c. Indicate the trap/pond storage required and the depth,length,and width dimensions. d. Provide typical section views through pond and outlet structure. e. Provide typical details of gravel cone and standpipe,and/or other filtering devices. 1. Detail stabilization techniques for outlet/inlet. g. Detail control/restrictor device location and details. h. Specify mulch and/or recommended cover of berms and slopes. i. Provide rock specifications and detail for rock check dam(s), if applicable. j. Specify spacing for rock check dams as required. k. Provide front and side sections of typical rock check dams. I. Indicate the locations and provide details and specifications for sill fabric. m. Locate the construction entrance and provide a detail. B. Detailed Drawings. Any structural practices used that are not referenced in the Ecology Manual should be explained and illustrated with detailed drawings, 7. Other Pollutant BMPs. Indicate on the site plan the locations of BMPs to be used for the control of pollutants other than sediment(e.g.,concrete wash water). 8. Monitoring Locations. Indicate on the site plan the water quality sampling locations to be used for monitoring water quality on the construction site. Sampling stations should be located upstream and downstream of the project site. star avatar site plan template-rev.10/2112OO8 11 s Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan,the proposed revisions shall be submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawings showing any structural changes,and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If the project included construction of conveyance systems,treatment facilities,flow control facilities, or structural source control BMPs (not standard on-site stormwater management BMPs),the applicant shall submit a final corrected plan("as-buitts")when the project is completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as constructed. APPLICANT SIGNATURE By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. (LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES,IF NEEDED: ail stormwater site plan template-rev.10(212008 12 48" 0 6 " m 0 6 0 6 0 6 12'48 BHP 3 I4 �}$ BWP I 3 4 3 A 3 4 12 BWP ' ° ° Q © 0 L SHELVES TABLE CRATES _ I © Q SHELVES / PANTRY ° UTILITY KITCHEN in ` 8068 10'-0"x12'-0" FLR. DRAIN. b068 I I O ti d i I I ..• KEi Li_ U 11'-0,2w f w (—f_ -1 r - -In I L L =f I 6 8 [0 C'� C"� C'� "� " 7.9 G i 0 - 0 I lu I. 101%N.��\\. Nalb■w\ww\\\\w\\.\\CV 11,� _ _ _ _ E E DROOM I c • \ y'2'-32' ` L m MASTER BATH _ INTERN' ACED LINE OF CEILING 8'-0"x12'-0" 3'-V2" \ HALL N4 ' IIN OD # 5 I ABOVE. OF 1\--- I 2668 —� 2668 LENGTH. A. SIDE. FAUX TRUSS. _N \\\\\��:_' .\\\\\\\\\\\\t\\\\\\\\\\\\\\\\\\\\\\\\\ - I IOR BRACED 0 ss °� 2 0 6: 5'-3l'2"'� WALL�� METHOD # 5 `r' _� 2 6 6 a �-�'L 14 c�r I I GB. TT 11'6" IN 6 8 { _ I I LENGTH. EA. SIDE. -7, 2668 6''-0/2" \ — 5'-1 SNWR, — _ _I_ BATH ROP it SHELF l „ 70 — — — — p/ cr TUB CLOSET o _ � MASTER CLOSET WALR1• METHOD # 5 I •/ NW\ LIN. — 6'-0"x12'-0" q \ S. - 1-'2" IN OUTLINE OF a_____ _1 X CLOSET J ; \ LENGTH. 7 1 FAUX TRUSS. _� STORAGE I � ROD it SHELF \ n 21068 I __ I — 0%. N.N. \\X\\\\\\\\w\\\.NN. \\\\A / �\ / /,K\\ m I L — 2'-7" I 8'-6Y2" ' /// \\` // \\ 1 — MASTER BEDROOM 3 0 6 a \ \ / \ / \\\ - 12'-0"x1,4'-0" 2'-0" \ ^\ \j\\\ m .LANDING / — o- ' / D ' 1-- ---1— - — — —\- — — - — — — — \\\\\\•\\\\\\\\\\\\\\\\\\\\\\\\\\\\\o\\\\\\\\\\\\UP o I / ,GB. 104" IN 15 I �"� RIAIS D HEAR .\\ 'fERIO} BRACED 'I 12'-0" LENGTH. EA. ;�ID>q.T I p \ / WALL_/METHOD # 5 �� I II �; I / 1H1 -6' IN ib I II I z II I A� 6 ° I I I I '� 1 nOOD�TOVE/ I — \\ //// STUDY \`L �II1�TERIOR BRACED FIREPLACE f 2X6 STUD NAL @ WALL - METI-IOP # 5 2 12"2X61 FULL HT� -N— r — — Q LE GTH 'll" IN c� 3068 T I 0 JJ ,.0 ;A 5066 (E) 506 4066 5 AIR to I 1 IOi6- J 1\ / N — - - I _ l 70 BHP I I a__ i I I 148" BWP I 48" P • • II 48" BWP 4O.. DM. 14 i rr 48" BHP 1z _ - I �■I 3050 3050 3050 3050 61-t�/211 / I MECH. ROOM. ";t- i V s UN EA ED STORA E do /j j 1 I I N I I 3008 SUBI SUB=L 1. 20 -0" UNHEATED STORAGE f I I I If • , __Ei OUTLINE OF V }aALF WALL OR - —._ 8X8 POST. RECLAIMED FAUX TIMBER RAILING. TIP. AT NON—S—RUCTURAL. TYP. STORAGE AREA U.N.O. @ FAUX TRIISS. I TRUSS. —) 1 O -------- 1-IALF WALL OR RAILING. TYP. AT STORAGE AREA U.N.O. -- . I I • \ GE _ _,.._ ig - -m - - - - - - —MI—UNE—OF — I FAUX TIMBER .\— — TRUSS. IN 4'-11"�r / iI o UNHEATED STORAGE o I - - T �-IL I I I I \___ ° I - I I I I I I I LANDING 161 I I I I I I m I I � _ - UP I i • �_ I 2X6 D.F. STUD BEARING 1` I \ OUTLINE OF 8'-4Y2" V.I.F. r WALL. LOAD TRANSFERS FAUX TIMBER / - TO FOUNDATION. ►Ii� I TRUSS. L'I-IALF WALL OR ,� �j RAILING. TYP. AT 2X6 STUD WALL @ 12" O.C. /∎ STORAGE AREA U.N.O. -� STONE MASONRY WAINSCOT ATTACHED TO STUD WALL. 2 I I UNHEATED STORAGE ' INTERIOR BRACED ■ V WALL - METHOD # 5- o I GB. - 9'11" IN o g o o ' LENGTH. 5050 ■ 505'' 4050 5050 5 5 \\\\\\\\\\\r 1 _: -- I\\\\\\\\\\N:Noo. \\\\\\\,i�=.=9 1:6= 1∎1.119'�' I 70' BHP 48" BNP 48° BHP 61_61I 101-10" 1 n I 4'-10/2" 91-0" 6'-6" 12 I—a " 19 —in 12'-5)21 1'2 44 -0" I I I I 8 0 @' aii • I, r ti • • • • • • Design Criteria for Splashblocks A typical downspout splashblock is shown in Figure 3.I.7. In general, if the ground is sloped away from the foundation and there is adequate vegetation and area for effective dispersion, splashblocks will adequately disperse storm runoff. If the ground is fairly level,if the structure includes a basement, or if foundation drains are proposed, splashblocks with downspout extensions may be a better choice because the discharge point is moved away from the foundation. Downspout extensions can include piping to a splashblock/discharge point a considerable distance from the downspout,as long as the runoff can travel through a well-vegetated area as described below. The following apply to the use of splashblocks: 1. Maintain a vegetated flowpath of at least 50 feet between the discharge point and any property line, structure,slope steeper than 15%, stream, wetland, lake,or other impervious surface. Sensitive area buffers may count toward flowpath lengths. 2. A maximum of 700 square feet of roof area may drain to each splashblock. 3. For purposes of maintaining adequate separation of flows discharged from adjacent dispersion devices, the vegetated flowpath segment for the splashblock must not overlap with other flowpath segments,except those associated with sheet flow from a non-native pervious surface. 4. Place a splashblock or a pad of crushed rock(2 feet wide by 3 feet long by 6 inches deep)at each downspout discharge point. 5. No erosion or flooding of downstream properties may result. 6. Have a geotechnical engineer or a licensed geologist,hydrogeologist, or engineering geologist evaluate runoff discharged towards landslide hazard areas. Do not place Splashblocks on or above slopes greater than 15%or above erosion hazard areas without evaluation by a professional engineer with geotechnical expertise or a licensed geologist,hydrogeologist, or engineering geologist, and approval by the Local Plan Approval Authority. 7. For sites with septic systems, the discharge point must be downslope of the primary and reserve drainfield areas. This requirement may be waived if site topography clearly prohibits flows from intersecting the drainfield or where site conditions(soil permeability,distance between systems,etc)indicate that this is unnecessary. Volume Ill-Hydrologic Analysis and Flow Control BMPs-August 2012 3-15 . .4 . • • house I I 1 1:: I Roof ...' [ I downspout L...... -::::: I serves up to {y 1 700 sf.Of roof .•b:i::: ii I 50' min. Vegetated flow path I i,:i ::::� ,,,,I Amour-. I vv,S :::;: :7 :: block plash I r 44 ti. rT Downspout extension NTS Splash block Figure 3.1.7-Typical Downspout Splashblock Dispersion Tic one III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-16 a -I )E X -b co Cl) -I -b x -I -I co co -- -- co v Cl) CD x o_ n r+ x 0) C) -s -o 0) o - -o -s -s C) o) < o_ CD 0) c) CD G7 CC -- CD CC CD CD O CD r+ O CD - 7 7C C 7 E -, -- co r o o 3# cc N -. N CD n -. - � 7 O. 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'n Z 0 IV m .C) O C H O xi 0 0 • • Jefferson County DCD Building Division Correction Notice PERMIT NUMBER /? 2Y5 OWNER JOB LOCATION 53 `f 66)0e+f / .�9<,✓ Inspection of this structure has found the following violations: cv pib 1 oli r d4> co ✓rS p .q-ti"� AG _shzota; ae 7-Arkzes.sA 6gr)Arrr You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. Date /61 Inspector BUILDING DIVISION(360)379-4450 I PECTION HOTLINE(360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE Jefferson County Building di'vision Permit Nu er: BLD13-00285 Applicant: GOULD BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2012 International Building Codes To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is needed. Requests received after 3:00 PM will not be scheduled for the next day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks Erosion Control Foundation Footing 'T Footing Drains Foundation Stem Wall 1/5/14 Underground Plumbing Under Floor Framing 3/i3/1 Straps(hold downs) )�1 f , Ext.Shear Wall Nailing Rough-in Plumbing n_ S)'4 5Aego g Framing ay lq s9 014 7"D 11J4uLAre' Blocking �-- Airseal 3-►lily Insulation:Walls t Insulation:Floors 2� ly Insulation:Ceiling Z`i I l y - cE e BAT F a, " r J - 5/1'/ ,�j 19 Int.Shear Wall Nailing Wallboard Nailing s,1- 1i, Gas Line: Interior Gas Line: Exterior Propane Tank Heat/Chimney Clearance q/21/y Q Wood/Pellet Stove c)f L ri �C Mechnical vstems _ Duct Test Cert l M Blower Airtight Test (O.0-1 Smoke&CO2 "f./ 1 Drywell/Alt Drainage t 0,,0,,,),t71,t Address Posted CI L-(II1 Miscellaneous Inspection required for mitigation plan compliance. See condition#1 FINAL INSPECTION io* r -1 ► FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR 0 0 CONDITIONS for Building Permit# :BLD13-00285 .) The applicants shall implement the mitigation plan prepared by C3 Habitat Corp (dated May 2013). Once implemented, the applicants shall contact DCD for a site inspection to M1 >. review site conditions against the approved mitigation plan. A BUILDING FINAL `\�CERTIFICATE OF OCCUPANCY SHALL NOT BE ISSUED UNTIL THE MITIGATION oik \ PLAN HAS BEEN FULLY IMPLEMENTED. 2.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 3.) The site plan, as submitted with the building application on September 12, 2013, has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated September 19, 2013 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 4.) The project is located within WRIA 17 and thus is subject to compliance with the WA State Department of Ecology In Stream Flow Rule for that region. The parcel is located within the Chimacum sub-basin; as such, state regulations require the following: 1. Water use shall be limited to domestic use only, and such use shall not include outdoor irrigation. "Domestic use" means use of water associated with human health and welfare requirements, including water used for drinking, bathing, sanitary requirements, cooking, laundering and other incidental household uses, including potable domestic water requirements associated with commercial and industrial purposes. (WAC 173-517-150(8)) 2. INSTALLATION OF A WATER METER, MEETING DEPARTMENT OF ECOLOGY SPECIFICATIONS, IS REQUIRED FOR ALL NEW USES THROUGHOUT THE WATERSHED. (WAC 173-517-180) BROCHURES WITH SPECIFICATIONS ARE ENCLOSED WITH THE PERMIT. Refer to enclosed documents for more information, see Ecology web site at http://www.ecy.wa.gov/programs/wr/instream-flows/quilsnowbasin.html or contact Ecology at 360-407-6300. 5.) 10' minimum separation required between the water line and any onsite sewage system components including sewage transport lines. 6.) dlf \\tiriamark\data\fnrmc\F RI 11 Pprmit Rhin rnt 1 f I flI7O13 BUILDING PERMIT I Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD13-00285 Received Date: 9/13/2013 SITE ADDRESS: 334 COUNTRY MEADOW RD Issue Date 10/30/2013 CHIMACUM, 98325 Expiration Date 10/30/2014 OWNER: A MICHAEL GOULD PHONE: ARTHEAJ CARR GOULD PO BOX 117 CHIMACUM WA 98325 SUBDIVISION: Block: Lot: TX 5+ PARCEL NUMBER: 901274010 Section: 27 Township: 29 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: NSFR, no garage TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,848 VALUATION 175,000.00 ADD'L: HEAT TYPE: RAD CODE EDITION: 2012 HEAT BASE: HEAT TYPE: WOD OCCUPANCY: UNHEATED: 0 #OF STORIES: OCCUPANCY: OTHER: 1,180 CONST TYPE: GARAGE: SHORELINE: CONST TYPE: SETBACK: DECK: 140 BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 1 PWELL Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $1,895.00 MEB 09/12/13 142487 Exist: Exist: Plan Check $1,231.75 MEB 09/12/13 142487 Prop: 2 Prop: 2 State Building Code $4.50 MEB 09/12/13 142487 Total: 2 Total: 2 Potable Water Application $66.00 MEB 09/12/13 142487 Permit $1,749.00 MEB 10/02/13 145418 Plan Check $486.85 MEB 10/02/13 145418 Total: $5,433.10 Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY - THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE ATTATCHED • .,,,TW °OOy JEFFERSON COUN� .��� DEPARTMENT OF COMMUNITY DEVELOPMENT 9gy7NO' Date: 0.2(0 Time Received: 3..o c, am/pm Mon. Tue. Wed. i Fri. Date: 0-a.-7 BLD: -j\t k7- - Qb\4 Contact Name: thy,Ih eC Owner: M Ike_ c.. Contact Number: Address: aR334t �iouv`, CYoG 360 13p-grtg� Notes: c.ajie M-'r3 Foundation Plumbing Framing VO Setbacks Under-ground Framing \ VA L0006tAkt Footing V Rough In Air Seal Stemwall Hydronic Exterior shear 1.10.zraa)A-61-buzd-thu) Straps Hot Water Htr Interior shear Post Hole Ventilation ',�/‘ Underfloor U� r t Man-Homes Insulation Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling • . • Inspections are required to be called in by 3:00 pm to receive an inspection the next day. Do to staffing issues,at this time,we cannot guarantee that you will receive an inspection the next day. day. Unless you receive a call from us,assume we will arrive on your requested inspection day. • You may leave an inspection request 24 hours a day,and Inspections are available from Monday through Friday. We cannot determine the time we will arrive in advance. However, if you call our office the morning of your inspection,around 9:00 a.m.,we can give an estimate of when the inspector will arrive. Our general office phone number is 360 379-4450. • An approved set of plans are to be on site with building permit for all inspections. If permit and plans are not on site at time of inspection,a re-inspection fee must be paid prior to re-scheduling another inspection. • If no access, no inspections will be performed, and a re-inspection fee must be paid prior to re-scheduling another inspection. • Inspectors will not access a home that has personal affects inside when the owner is not present. • Commercial projects require 24 hour notice for inspection. C JEFFERSON COUN DEPARTMEN F COMMUNITY DEVELOPINT Date: 4e-g Time Received: 9..-3 dio pm Mon. Tue. Wed. hur. Fri. Date: COI BLD: 2)--- 7 Contact Name: Owner: �' Contact Number: 360 Address: Oct) 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling S • we°- ooG JEFFERSON COUNTY , DEPARTMENT OF COMMUNITY DEVELOPMENT 9,x91 ii(1C)1 6 Q Date: /0 0 i¢Time Received: ` 4.)S �/ *Pm Mon. Wed. Thur. Fri. /� �, 5 5 Date: /0 " BLD: 1 3"' 0-0 .8'0 .8' Contact Name: M//O., ( -z',u Id Owner: 2 e1 A rr_ Contact Number: 360 .2 -- Ali 0t-� Address: tidy _al. 1,1.Er 1 �(5m� cl -- r3 ! v2 Notes: L i n(x& sirtd O14 Se 1C 0Yl lq ib. CR-a Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling e6 ;_,T) "'S ca. CO o (r-- 3 t 4 a H � �lii„ 0, �` s� �a` s C ,.4, 0? el ” 0 El rn I 044 111411Pc;:441!1;:'4:".r t q, i 1 ! � �'w�► It� �1► , x :,4M)071:;74.irb. -- ;`caJEFFERSON COUNTY DEPARTME6 OF COMMUNITY DEVELOFOENT Date: q \23 Time Received: P' am/) Mon. Tue. Thur. Fri. Date: q-2({ BLD: 1'3_ a,?5j `��SO� coo.,... JEFFERSON COUN1� . o�eimt,_ s ° DEPARTMENT OF COMMUNITY DEVELOPMENT s Date: V3 Time Received: 21..-. 0/pm Mon. Tue. Wed. Thur. Fri. Date: BLD: A?-02g5 Contact Name: Owner: Contact Number: 360 390 A=',32 Z Address: 33 L 6-e0;:hi d h 206 Notes: S-4Cec.e/ ig_i-t_ Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling r A-5 � • . gsox �4�' :. o C. JEFFERSON COUNTY { DEPARTMENT OF COMMUNITY DEVELOPMENT qs / Date: X57 Time Received: J� a ,(,. Mon. Tue. Wed. Fri. "'"""��I Date: BLD: j-$' .— Contact Name: Owner: ,, ;c Contact Number: 360 Address: 33 it 40 Jrrfty 4 w 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling Q- •. Co °�. JEFFERSON COUNTY DEPARTMENOOF COMMUNITY DEVELOP•NT Date: //la Time Received: /A31 amn Ion. Tue. Wed. Thur. Fri. Date: BLD: I 3 -,.2?I5 Contact Name: Owner: Contact Number: 360 3)/ f,,y33 Address: 3 ci t 0, 29 /14,e ,, / 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall ')< Address Posted Block&Tile Ceiling ?2SG, C' °?, JEFFERSON COUNTY & DEPARTMEN JF COMMUNITY DEVELOP NT ?)/1) "ISff r GAG Date: r.7/3 Time Received: 306 am/S) Mon. Tue. �4n Thur. Fri. A r. Date: 54--/Y BLD: Contact Name: Owner: Contact Number: 360 / 6.Y Address: '3 Li GtuUx f1z- pierocio 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing X. Under ground Furance Footing Rough In Air Seal X. Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling „ °? JEFFERSON COUNTY �„. DEPARTME F COMMUNITY DE ELOPIONT -'SHf NGc0 Date: /fl Time Received: A i'n am/0 Mon. Tue. Wed. Thur. Fri. ,285.- Date: BLD: 13 - a,5'"5 Contact Name: Owner: Contact Number: 360 5 /0Y33 Address: 331 C 0`” ;'-i m 4teo v) 206 Notes: S ' tixccrv" -4-e-Z-- Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling <w45ON Cb JEFFERSON COON • IA DEPARTMENTOF COMMUNITY DEVELOPMENT Date: 3/'/2.. Time Received: c..7:33 a pm Mon. Tue. Wed. 410 Fri. 1$S. Date: .1/1 BLD: i3 - 015 Contact Name: Owner: 67)0uL13 Contact Number: Address: ; 3 4 co,)---Li v-za.Qp1/4&5 -a -265 we Set 633 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor —A Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling ., JEFFERSON COUNTY / DEPARTMEN•F COMMUNITY DEVELOPM�T rX l NG, Date: 1p Time Received: ' 2. l a f Mon. Tue. cWe Thur. Fri. I Date: —.. BLD: t ` Contact Name: to^ .r r '" Owner: j Contact Number: 30 REM l'; Address: . ..?dc.. Lo-1.4.-jk A YVk j i 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall - - Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling SEP 1 2 2013 IE f F[RSON COUNTY OF[(J.IMIIAIiTVn��r�� — SITE �N-t TF f FF RSOv } EV I LOPIv4ENf D 'PT. OF C TAb lUN1� gIGNA'1'UR?v:��' 1 DEC 2008, 2013, 31 JUL 2013 OVERALL SITE PLAN SCALE: 1' - 40' -0" G e ne, r a 1 n f o r m a t i o n ONNER t PROJECT ADDRESS MIKE AND JAN GOULD 334 COUNTRY MEADON RD, CPIMACUM, NA 98325 TAX LOT INFORMATION: TAX ID # 901 -274 -010 LOAD TABLE: SEISMIC ZONE: 140 S.F. DI SOIL BEARING: 1500 PSF HIND EXPOSURE: PER CODE ROOF DEAD LOAD: 15 PSF ROOF SNON LOAD: 30 PSF FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 12 PSF DECK LIVE LOAD: 60 PSF A p p l i c a b l e Code s 2012 INTERNATIONAL RESIDENTIAL CODE N/ WASHINGTON STATENIDE AMENDMENTS 2012 IECC /NASHINGTON STATE ENERGY CODE: PER TABLE 8402.1.1 OPTION lA CLIMATE ZONE 4 FENESTRATION U- FACTOR .28 CEILING R -VALUE R -49 HOOD FRAME NALL. R -21 INT. MASS NALL R -VALUE R -21 FLOOR R -VALUE R -30 SLAB R -VALUE t DEPTH R -10 / 2FT. WINDOWS U .28 DOORS U .20 HYDRONIC SYSTEM - DISTRUBUTION SYSTEM EFFICIENCIES 1.0 AREAS: AREA CALCULATIONS: COVERED PORCHES 140 S.F. PROPOSED 1ST FLOOR: 1,848 S.F. PROPOSED 2nd FLOOR - UPPER FLOOR PLAN - MEZZANINE MEZZANINE - -IED) 1,,180 S.F. ,(UNFINISI PROPOSED FOOTPRINT: 1,848 S.F. PROPOSED TOTAL LIVING: 1,848 S.F. A 3.0 N/ 1,160 S.F. A 3.1 UNFINISNIED MEZZ. S��fEET N 5 X A 1.0 SITE PLAN A 2.0 MAIN FLOOR PLAN A 2.1 UPPER FLOOR PLAN - MEZZANINE A 2.2 FOUNDATION PLAN A 2.3 UPPER FLOOR FRAMING - MEZZANINE A 2.4 ROOF FRAMING PLANS A 3.0 ELEVATIONS A 3.1 ELEVATIONS A 4.0 SECTIONS A 5.0 DETAILS CONSTRUCTION S- CRMWATER POLLUTION PREVENTION BEST r'ANaG= �1cNT PRACTICES FOR SMALL PR0J =C7S: APPLICANT SHALL CONSIDER THE TWELVE CONSTUCTION STORMNATER PREVENTION ELEMENTS AND IMPLEMENT APPLICABLE BMP'S. TO INCLUDE THESE MIN. BMP'S 1. MARK CLEARING, LIMITS 2. ESTABLISH CONSTRUCTION ACCESS. 3. CONTROL FLON RATES. 4. INSTALL SEDIMENT CONTROL.S. S. STABILIZE SOILS 6. PROTECT SLOPES. 7. PROTECT DRAIN INLETS 8. STABILIZE CHANNELS AND OUTLETS. q. CONTROL POLLUTANTS 10. CONTROL DENATERING 11. MAINTAIN BEST MANAGEMENT POLICES. 12. MANAGE THE PROJECT. SEE SNPPP FOR DETAILS. PAGES 8 t q. PER VOLUME III - HYDROLOGIC ANALYSIS AND FLOW CONTROL BMP'S 3 -15 AUGUST 2012. SPLASH BLOCKS SHALL BE INSTALLED PER FIGURE 3.1.7. AND SHALL COMPLY TO ALL ITEMS LISTED ON PAGES 3 -15 $3 -16. t 0 cmw) (oz) CE CE Q Q�no Q Qz��m,� Q � w�l -�z� ��Q~a QCID �4V0�0 -� w (YQ �zUQ�o �> —A (y_ LLA Z > t 0 cmw) (oz) CE CE l � o O v CA Lo �-m S O Q— .a w Lo r O � O 6y LO cf) 0 x 0 L N W 1OL �T) TITLE: SITE PLAN DATE: 01 AUG 2013 PERMIT PROJ: GOULD SCALE: AS NOTED Sheet Al 00 1 of 10 Sheets Q � Q v � Lo N QCID 6- LLA Z � Wiz QL p U z l � o O v CA Lo �-m S O Q— .a w Lo r O � O 6y LO cf) 0 x 0 L N W 1OL �T) TITLE: SITE PLAN DATE: 01 AUG 2013 PERMIT PROJ: GOULD SCALE: AS NOTED Sheet Al 00 1 of 10 Sheets