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20080156 Permit Pkg 051408City o f Yelm Community Development Department Residential Certi f icate o f Occupancy Building Address 9125 THEA ROSE DRIVE SE 24 Owner Name SOUND BUILT HOMES, INC. Owner Address P.O. BOX 73790 PUYALLUP WA 98373 Building Permit Number 20080156 Plan Number Remarks: I-943-B SFR Lot 24 Areas Inspected ALL CODE Special Conditions Building Official: G. CARLSON Date: I-943-B This structure is in compliance with the International Residential Code (Chapter 51-51 WAC) as adopted by the Washington State Building Code Council pursuant to Chapters 19.27 and 70.92 RCW, effective July 1, 2004 ~~~~ ~rrEp~ ~ City of Yelm 9'~ Community Development Department a ~* Building Division ~ ~ Phone: (360) 458-8407 YELM Fax: (360) 458-3144 Applicant: Name: Sound Built Homes, Inc. Address: P.O. Box 73790 City: Puyallup Property Information: Site Address: 9125 Thea Rose Drive SE Assessor Parcel No. 63520002400 Contractor Information: Name: Sound Built Homes, Inc. Address: P.O. Box 73790 Contractor License No: SOUNDBH0756M Project Information: Project: Mt. Shadow Description of Work: I-943-B SFR Lot 24 Sq. Ft. per floor: (1st) 1301 (2nd) 900 Heat Type (Electric, Gas, Other): GAS Fees: Item Item Fee Building Permit 100-500k 1,363.94 Building Plan Review 576.26 Mechanical Permit 78.25 Plumbing Permit 97.00 Sewer Inspection 145.00 Water ERU 1,500.00 Water Meter (SFD) 300.00 Consumer Dep 90.00 State Building Fee 4.50 Sewer ERU 5,725.00 Traffic Facilities Charge 1,288.76 Fire District Impact Fee 642.88 TOTAL FEES: $11,811.59 Applicant's Affadavit Subdivision: Mt. Shadow Permit No: BLD-08-0156-YL Issue Date: 05/14/2008 (Wor k must be started within 180 days) Receipt No: 54445 Contact: Dye, Kelli City: Puyallup Expires: 09110/07253 (3rd) 0 Garage 454 Base Amt Unit Fee 993.75 370.19 0.00 0.00 0.00 0.00 20.00 77.00 0.00 145.00 0.00 1, 500.00 300.00 0.00 90.00 0.00 4.50 0.00 0.00 5,725.00 0.00 1, 288.76 0.00 642.88 Phone: 253-848-0820 State: WA Zip 98373 LoY 24 Phone: 253-848-0820 State: WA Zip: 98373 Business License: Basement 0 Unit Rate No. Units Unit Desc 5.6000 66.1060 $1,000 0.0000 0.0000 0.0000 0.0000 7.0000 11.0000 Fixture 145.0000 1.0000 ERU 1,500.0000 1.0000 ERU 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 5,725.0000 1.0000 ERU 1,276.0000 1.0100 Peak PM Trip 0.3200 2,009.0000 square foot I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of Yelm regulations including ose governing zoning and land subdivision, and in addition, all covenants, easements and restricti f record f applying as a contractor, I futher certify that I am currently registered in the Sta o ashin Signature ~~ Vv~~ Date S~~ J~ 4 Firm //~~//_J ~ ~C /t ~1~~1 ~ L 7 rrdi'~-lps Inspection: ,~ /- Z 2 , Zvi a City of Yelm Community Development Department Building Division Phone: (360) 458-8407 Fax: (360) 458-3144 Permit Fees Schedule Permit No: BLD-08-0156-Y1. Applicant: Name: Sound Built Homes, Inc. Phone: 253-848-0820 Address: P.O. Box 73790 City: Puyallup State: WA Zip 98373 Project Information: Project: Mt. Shadow Description of Work: I-943-B SFR Lot 24 Site Address: 9125 Thea Rose Drive SE Assessor Parcel No 63520002400 Fees: Item Acct Code Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc Building Permit 100-500k 032 001-322-10-00 1,363.94 993.75 370.19 5.6000 66.1060 $1,000 Building Plan Review 100 001-345-83-00 576.26 0.00 0.00 0.0000 0.0000 Mechanical Permit 032 001-322-10-00 78.25 0.00 0.00 0.0000 0.0000 Plumbing Permit 032 001-322-10-00 97.00 20.00 77.00 7.0000 11.0000 Fixture Sewer Inspection 805 412-343-80-00 145.00 0.00 145.00 145.0000 1.0000 ERU Water ERU 715 401-343-80-02 1,500.00 0.00 1,500.00 1,500.0000 1.0000 ERU Water Meter (SFD) 712 401-343-80-01 300.00 300.00 0.00 0.0000 0.0000 Consumer Dep 740 402-389-00-00 90.00 90.00 0.00 0.0000 0.0000 State Building Fee 160 001-386-00-00 4.50 4.50 0.00 0.0000 0.0000 Sewer ERU 802 412-343-50-01 5,725.00 0.00 5,725.00 5,725.0000 1.0000 ERU Traffic Facilities Charge 420 120-345-85-00 1,288.76 0.00 1,288.76 1,276.0000 1.0100 Peak PM Trip Fire District Impact Fee 105 001-345-85-00 Fi4~ RR ~ ~^ RECEIPT No. 5 ~ 4 4 5 ;EI°~E1l~,EVEN THOUSAND EIGHT HUNDRED ELEVEN DOLLARS & 59 CENTS -gg 0a~9T~4/08 R~~4'~~'5 11 ~b~1T1 . 59 CHECK 5~ 9~v7 souN~~~'~~F F;~B~4Es P.O. BOX 73790 BUDGETARY PUYALLUP i~1A 98373 Plan #I-953B CITY OF YELM RESIDENTIAL BUILDING PERMIT APPLICATION FORM Project Address: 9125 Thea Rose Drive sE , / Parcel #: ~-- 3 SZ ~ G' ~% Z. ~f ~iD Subdivision: ~1'l~y~ ~ l,'/~~C;l"~'!~~ Lot #: / `~ Zoning; x New Construction Re-Model / Re-Roof /Addition Home Occupation Sign Plumbing Mechanical Mobi-e /Manufactured Home Placement Other Project Description/Scope of Work:_New, wood framed. sin4le family residence. Project Value:_ ~ ~, ~~~ • ~~ Building Area (sq. ft) 1 S` Floor_ ~ ~ 2"d Floor ~ ~ ~ Garage 7 ~ Deck o rr~~ Basement o Carport o Patio / ~'~ # Bedrooms J # Bathrooms~~ Heating~~/bTHER or ELECTRIC (Circle One) Are there any environmentally sensitive areas located on the parcel? No If yes, a completed environmental checklist must accompany permit application. GENERAL CONTRACTOR same as owner TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE # SOIJNDBH075BM EXP DATE4/oeCITY LICENSE # MECHANICAL CONTRACTORizound xeatina TELEPHONE 253-875-3350 ADDRESS ssz~ iaaei~ street E, suite A EMAIL CITY ~uvallup STATE wA ZIP 9e37s FAX z53-ens-ozas CONTRACTOR'S LICENSE # sounroxAO66BM EXP DATES '~~ CITY LICENSE # Copy of mitigation agreement with Yelm Community Schools, if applicable. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above described property will be in accordance with the laws, rules and regulations of the State of Washington and the City of Yelm. Applicant's Signature Dat Owner /Contractor / Ow is Agent /Contractor's Agent (Please circle one.) All permits are non-transferable and will expire if work authorized by such permit is not begun within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days 705 I'ehn Auerzu.e West (360) 158-3835 PO Box 179 (360) 458-31 !•/ 1~'~1.T -- ` `l C D Y'elm, i4'A 98597 wu~u~.ei.,ve/nt.1u?t;es _ 1 V G MAYU7~ 'N ; ,~~ ~ti ~-~ APPROVED 5 ~~o ~ RECEIVED C^NTACT INFO --- -•- MAYO 7 ZOOS KELLI~ C253> 848-0820 "-~ MOUNTAIN SHADOW LOT 24 1. MAINTAIN 10' ~ BETWEEN STRUCTURES • 2. R^^T INEDET^TDRBWELL SOUNDBUILT CITY OF YELM 3. DRIVEWAY APPR^ACH TO HOMES, INC. BE BR^^M FINISHED 9125 THEA ROSE DR SE P.^. B^x 73790 YELM, WA PUYALLUP, NA 98373 PHA (253) 848-0820 FAX< <253) 539-0514 PARCEL k SCALE 1'=30' DRAWN BYE M. ROBERT; xrr,-~~-~~i~~u Dula ~i; • 'r, 4.'41 FG,~:I! 1: 1 ~.. ~~LM con~.v~v~vi rY 360.458.6116 FAX: 360.456.6434 401 CCATES AvE, N W PO Box 476 DESIREE' MCCONNELL YELM, WA 96597-0476 FACILITIES SECRETARY Deslrcc_mcconneli®ycs.wcCnct.ulu Apri128, 2008 Attu;lohn Fax: 360-458-3144 RL: Mitigation Fees Subdivision Mountain Shadow; of pazent parcel No. 22718440100 & 22718440600 at 9045 & 9221 SE Wilkensen Rd, the following mitigation fee's have ~ been paid; lots 71,7,76,77,78,79,80,81,&82. Subdivision Bella Housa Village; of parent parcel No. 21713340000 & 21713340200 at Mountain View Rd SE. This subdivision is not subject to mitigation as long a9 their covenants require that no one under the age of 19 allowed to live in development. Referenced in Mitigation Agreement dated 05/17/07, recording No. 3927463. If you have any questions, please feel free to call me. Thank Y Desiree' McConnell Facilities Secretary YELM COMMUNITY SCHOOLS ISAN EQUAL ODDORTVNITY EMPLOVERAND FOLLOWS TITLc IX REOVIREMENT~. YELM COMMUNITY SCHOOLS y~ WA 98597 roY Clerk: Terminal: 69958 Receipt: Manual Receipt: NSOUNDBUILT NMITIGATIONS SOUNDBUILT, HOMES 5114/2008 2:08 PM Price ----_ fl~ Item ---- _` 2140.00 ~ CPF2900 MITIGATION LOT - 24 05-013 - MOUNTAIN SHADOW 2140.00 1 CPF2900 IGATION 7 MIT - MOUNTAIN SHAD04J - LOT 2 05-013 Subtotal : 4280.00 0.00 Tax: Total: 4280.00 4280.00 Check 58991 Change Due: 0.00 THANK YOU City o f Yetm Community Development Department Residential Certi f icate o f Occupancy Building Address 9119 THEA ROSE DRIVE SE Owner Name SOUND BUILT HOMES, INC. Owner Address P.O. BOX 73790 PUYALLUP WA 98373 Building Permit Number 20070328 Plan Number Remarks: 1224 A-8-2 Lot 23 Areas Inspected ALL CODE REQUIRED Special Conditions PLAN 1224 A-8-2 Building Official: G. CARLSON Date: 9-22-09 This structure is in compliance with the International Residential Code (Chapter 51-51 WAC) as adopted by the Washington State Building Code Council pursuant to Chapters 19.27 and 70.92 RCW, effective July 1, 2004 City Of Yelm Permit No: BLD-07-0328-YL Community Development Department Issue Date: 09/04/2007 Building Division (Work must be started within 180 days) Phone: (360) 458-8407 Receipt No: 50175 Fax: (360)458-3144 Applicant: Name: Sound Built Homes, Inc. Phone: 253-848-0820 Address: P.O. Box 73790 City: Puyallup State: WA Zip 98373 Property Information: Site Address: 9119 Thea Rose Drive SE Assessor Parcel No. 83520002300 Subdivision: Mountain Shadow Lot: 23 Contractor Information: Name: Sound Built Homes, Inc. Contact: Dye, Kelli Phone: 253-848-0820 Address: P.O. Box 73790 City: Puyallup State: WA Zip: 98373 Contractor License No: SOUNDBH075BM Expires: 09N0/07253 Business License: Project Information: Project: Mountain Shadow Description of Work: 1224 A-8-2 Lot 23 Sq. Ft. perfloor: (1st) 1288 (2nd) 0 (3rd) 0 Garage 400 Basement 0 Heat Type (Electric, Gas, Other): GAS Fees: Item Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc Building Permit 100-500k 1,184.15 993.75 190.40 5.6000 34.0000 $1,000 Building Plan Review 501.00 0.00 0.00 0.0000 0.0000 Mechanical Permit 71.75 0.00 0.00 0.0000 0.0000 Plumbing Permit 97.00 20.00 77.00 7.0000 11.0000 Fixture Sewer Inspection 145.00 0.00 145.00 145.0000 1.0000 ERU Water ERU 1,500.00 0.00 1.500.00 1,500.0000 1.0000 ERU Water Meter (SFD) 300.00 300.00 0.00 0.0000 0.0000 Consumer Dep 90.00 40.00 0.00 0.0000 0.0000 State Building Fee 4.50 4.50 0.00 0.0000 0.0000 Fire District Impact Fee 360.29 0.00 360.29 0.2160 1,668.0000 square foot Sewer ERU 5,725.00 0.00 5,725.00 5,725.0000 1.0000 ERU Traffic Facilities Charge 1,288.76 0.00 1,288.76 1,276.0000 1.0100 Peak PM Trip TOTAL FEES: $11,287.45 Applicant's Affadavit I certify that I have read and examined the to be true and correct. I also certify that th Yelm regulations including those governinc easements and restrictions of record. If aF registered in ~~tate of Washington. OFFICIAL USE ONLY contained within the application and know the same structure is in conformity with all applicable City of # Sets of Prints: I land subdivision, and in addition, all covenants, contractor, I futher certify that I am currently Date 9 ~~-d 7 Firm CITY OF YELM P.O. Rox 474 Yeln~i, WA 96597 3f0-456-3244 RECEIPT No. =~''.~ ~ ~ ~ RE~F~V~~LEVEN THOUSAND TWO HUNDRED SIXTY SEVEN DOLLARS & 45 CENTS RCCFNFD ~I~nM SOUND BUILT HOMES INC PO BOX 73790 PUYALLUP, WA 98373 DF;i C REC. NO. 09/04/07 50175 AMOUNT R[I . IJO. 11,267.45 CHECK PENDIN BI,D-07-0328-YI, SITE; 9119 THEA ROSE DR SE BUDGETARY DIANA City of Yelm Permit Fees Schedule Community Development Department :`~,~ ~ r Permit No: BLD-07-0328-YL Building Division Phone: (360) 458-8407 ~ , ~ _ ~Lj!' a ~ Fax: (360) 458-3144 ~ , Applicant: . ~ . Name: Sound Built Homes, Inc. Phone: 253.848-0820 Address: P.O. Box 73790 City: Puyallup State: WA Zip 98373 Project Information: Project: Mountain Shadow Description of Work: 1224 A-8-2 Lot 23 Site Address: 9119 Thea Rose Drive SE Assessor Parcel No. 63520002300 Fees: Item Acct Code Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc Building Permit 100-500k 032001-322-10-00 1,184.15 993.75 190.40 5.6000 34.0000 51,000 Building Plan Review 100 001-345-83-00 501.00 0.00 0.00 0.0000 0.0000 Mechanical Permit 032 001-322-10-00 71.75 0.00 0.00 0.0000 0.0000 Plumbing Permit 032 001-322-10-00 97.00 20.00 77.00 7.0000 11.0000 Fixture Sewer Inspection 805 412-343-80-00 145.00 0.00 145.00 145.0000 1.0000 ERU Water ERU 715401-343-80-02 1,500.00 0.00 1,500.00 1,500.0000 1.0000 ERU Water Meter (SFD) 712 401-343-80-01 300.00 300.00 0.00 0.0000 0.0000 Consumer Dep 740 402-389-00-00 90.00 40.00 0.00 0.0000 0.0000 State Building Fee 160001-386-00-00 4.50 4.50 0.00 0.0000 0.0000 Fire District Impact Fee 105 001-345-85-00 360.29 0.00 360.29 0.2160 1, 668.0000 square foot Sewer ERU 802 412-343-50-01 5,725.00 0.00 5,725.00 5,725.0000 1.0000 ERU Traffic Facilities Charge 420 120-345-85-00 1,288.76 0.00 1,288.76 1,276.0000 1.0100 Peak PM Trip TOTAL FEES: 511,267.45 YELM COMMUNITY SCNOO! S BUSINESS OFFICE 107 151 Street N. Yelm, WA 98597 March 26, 2007 "I~O: Karen- First American Title Co. 8~~-ss9-043 FR0~1: Bonnie Gerber RE: Mountain Shado~~ OS-U13 Karen: Bonnie Gerber 360-458-6215 360-458-2469 (fax) QS~~ ,~y~ S ~5 , Per our discussion, your check in the amount of $128,-100.00 for 6U lots at $~ 1-10 per lot -~~~ill pay for the follo~~~ing lots: Lots 8-30; 31-32; 3~-49; 50-70; 72 & 73 If you have any questions, please call me. liif'onnie Gerber Cc: Lisa Johnson Facilities C~ r[ ~. Mountain Shadow Plan # 1224-A-2 Lot #23 City of Yelm Permit Application Check List • Water & Sewer through City of Yelm • Sewer has step tanks • Setbacks: 20 Front, 25 Rear, 6' Interior (12' total) • Show sloping away from the house • Show Roof Drains to Drywells • No Impervious required 1 Application 2 Sets of Plans ~2 Structural Calcs ~ 2 Truss Specs a~ 2 Floor Joist Layouts 2 Site Plans Notes: u.' / Completed by: 10' PRIVATE UTILITIES EASEMENT \ 6'x8-Yz' STEP TANK \ ~ (5' MINIMUM FROM ~ ~ , FOOTING/PORCH) ~ PLAN # ` 1224A-8-2 ^NTA T INF^ KELLI <253> 848-0820 NOTES 1. MAINTAIN 10' BETWEEN STRUCTURES 2. R^^F RUN^FF T^ BE SOU TIGHTLINED T^ DRYWELL 3, DRIVEWAY APPR^ACH T^ HOM BE BR^^M FINISHED Po ~ti ~-~ 9 ~~~ ~~~ O~ \~\ ~ s~ \~ 3~ ,\ ' ~\ APPROVED =.. , - > _~~ MOUNTAIN SHADOW, LOT 23 UILT CITY OF YELM INC. 790 9119 THEA ROSE DR SE 98373 YELM, WA -0820 3-0514 PARCEL M SCALE 1'=30' DRAWN BYE M. r5 ~. Plan #1224A-S-2 CITY OF YELM RESIDENTIAL BUILDING PERMIT APPLICATION FORM Project Address: 9u9 Thea Rose Drive SE Parcel #: 22718440100 SUbdIVISIOn: Mountain Shadow Lot#: 23 Zoning; Residential x New Construction Re-Model / Re-Roof /Addition Home Occupation Sign Plumbing Mechanical Mobile /Manufactured Home Placement Other Project Description/Scope of Work: New, wood framr~d, sincale family residence. Prniart \/aliia '84.920.00 Building Area (sq. ft) 1S' Floor 1268 2"d Floor o Garage 40o Deck o Racamant 0 r~arnnrf 0 Patin 100 # Bedrooms? # Bathrooms? Heating: GAS/OTHER or ELECTRIC (Circle One) Are there any environmentally sensitive areas located on the parcel? No If yes, a completed environmental checklist must accompany permit application. ~~~ '~~G ~ v <vU~ BUILDING OWNER NAME: Soundbuilt Homes, lnc. ADDRESS r~~ Foy: ~ ~ /<3o EMAIL CITY~y,~i~~,y, STATE wa ZIP 98373 TELEPHONE z~~-~t,~n-na2r ARCHITECT/ENGINEER Gerry Slick Designs LICENSE # ADDRESS 1949 F' ~~- ~ ~ ~ c Avenue, suite 3e7 EMAIL CITY Tacoma STATE wA ZIP 9d4~t' TELEPHONE 253-573-1567. CITY CONTRACTOR'S LICENSE # SOUNDBH075BM EXP DATES/oaCITY LIGENSE # PLUMBING CONTRACTOR Rick the Plumber TELEPHONE 253-847-7239 ADDRESS Po Pox. 7~~2 EMAIL CITY c~~<<7;~xn, STATE wA ZIP 9a s38 FAX CONTRACTOR'S LICENSE # R1cxPC7o32RN EXP DATES/~~BCITY LICENSE # 7/31/07 Applicant's Signature Date Owner /Contractor /Owner's Agent /Contractor's Agent (Please circle one.) All permits are non-transferable and will expire if work authorized by such permit is not begun within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days 105 l'e!m Avenue {{'esf (360) •158-3835 l'O 13or •179 (360) Q58-31 A4 FAX Yelm. {i'A 98597 u~u~u~.ciyeln~.ma.us Copy of mitigation agreement with Yelm Community Schools, if applicable. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above described property will be in accordance with the laws, rules and regulations of the State of Washington and the City of Yolm. CITY OF YELM INSPECTION LOG r'" PROJECT PERMIT NUMBER ADDRESS ~i SET BACKS Date: ~ ~~ /~ a Corrections tJNUER FLOOR Corrections ~/l~/~ DRY WELL Corrections ~ ~ Z ~/ v FOOTING REBAR _ _®Date:~~~~~'~VALL REBAR Date: 7`2~~G 0 Footing ^ 12" ^ 16" Other_ Wall ^ 6" ^ 8" Other Required vents~ Corrections COMBINED FRAME/ EX'~'ER19R SHEAR WALL INSPECTION Hold downs (s," ~ ~ 3/G~ Shear Nailing ~ z~ G f' Frame ~ i5 m y Gas/Propane 7~G ~' Plumbing [.~] ~' Mechanical 2~~~ Corrections:- ~ ~~, S.~ ~ INSULATION ~Cras ^Electric ^Other [~oam and Seal ^Vapor barrier ^PVA Corrections: w~~v~! ~~I~'~ SHEET ROCK/SHEA AIL ~/Z7/O~ Corrections: Ic~l~ 7~~ FI AL ewer Final lectrical ^ Civil Final ^Landscape Final ~ of O ddress - insulation ^ Site Drainage ^ Sidewalk Corrrections:~/Z 2 a S / ~'~~ THE ~°~ a ~ City of Yelm Community Development Department 105 Yelm Avenue West -P.O. Box 479 YELM Yelm, WA 98597 WI~aMtNO,VM (360) 458-8407 (360) 458-3144 FAX CITY OF YELM BUILDING DEPARTMENT CORRECTION NOTICE I have this day inspected this structure and these premises and have found the following violations of the City of Yelm and/or State laws governing same: ~~1 ~'~ l ~~ ~ ~¢~~s Z ~K t/a/`~~' ~ ~I~-~I~~ You are hereby notified that no more work shall be covered upon these premises until the above violations are corrected. When corrections have been made, call for re-inspection at (360) 458-8407. DO NOT REMOVE THIS TAG DATE ~1 ~ ~ G spec r PERMIT NO. ~/ , ~4 .g~a~2. ~`-~--~ ~' ~ ~ e ~ ~ ~r~~-.e cam. /,h S• ~~ 'mil `L~ ~ ~i ~S T ~ ~ ! ~t e~ /vl TI `~ ~ .d~~n .e~ . City of Yelm -Building Department ~ CO CTION NOTICE ~ I have this day inspected this structure and these premises "~i have found the following violations of the City of Yelm .d/or State laws governing same: PERMIT NO.f~ , ~-~~ 2 .zl c,~°I ~ ~s 1 GUS ~~ e ~~ ~~~- / ~~ You are hereby notified that no more work shall be covered upon these premises until the above violations are corrected. When corrections have been made, call for re-inspection a 458-8407 DO NOT REMOVE THIS TAG DATE -' CTOR FOR UILDING DEPARTA~NT 09/02/2009 WED 12: 11 FAX 3604588417 CityofYelm Public Works ~--~ CDD 0001/003 ~C,~3~DLIE~ LUT1, q~tuzs pi~nnpg o ~anl uuof o b~~Z_. :a;Ep :,Lg Qg.L~3dSl~II S.LI~I~ W WOJ ~~- ~~ ~3W~'N S~2I3Q"IIfla ~.LI~I3Wd0'T3A3Q 1 ~ ~ ~ ~3.LdQ THI~II3 ~IAtOH m~i~I ~ B~,L~A, LT68-8~6 (09E) :x~d 90i~8-8~6 (09E) L6986'HtY1 `~iaA 6Lfi~ xog 'p'd peon ao~oq~ I06 Iuauriz~daQ s~.zoM arignd ~cu1a~ .~o ~~~,7 FA.X TRAI~~~IXSSI~N CrTY OF ~'EL~V1 P.U. ~3UX 479 - 93l NP ROAD NE YELNi, WA 98597 ~~3'b0=45884] 1 FAX 360-458-8166 ~'+~: ~r C-- C~~n,l DATE. ~- /~~ ~ q I;.~~,:?rf~: YAG~S: ~ ,including this Covez• sheet S~~bject: ~(o a SC ~~,~.~,~c..r ~,n~' . S~1,9 ~~ ~1J~1~~Ex~TS: ~ o j ~~'3l '~ I l ~ ~Ltl ~oS~" ~~ . ~ ~ , '"~` 61'y~u do »oc reoeive ail copies or any copy -s not le~ibJc, please calf (340} 4ss-841 1 pis soon as possible. STRUCTURAL CALCULATIONS FOR THE SOUND BUILT HOMES RESIDENTIAL PROJECT Plan No. 1224 December 2, 2004 d7~r ll°7 -:~r,: ~~w~ Job No. Location ~iGA En ineers Structural & Civil Consulting Engineers 22928 SE 312' ST (360) 886-1017 Black Diamond. WA 98010 Copyright 2004, SEGA Engineers STATEMENT OF WORK SEGA Engineers was asked to provide a lateral loads analysis, shear wall design, review of major framing members and foundation, and drawing review for a one story wood framed single family residence. The roof framing is manufactured trusses, the floor framing is wood I-joists, and the foundation is typical concrete strip footings with a crawl space. The attached calculations are to be used as a `basic' submittal for several potential building sites. The cover sheet should have an original signature in blue ink over the seal. Application and use for individual lots orsub-divisions shall be specifically identified by separate letter for each location. The contractor assumes all responsibility and liability for sites not expressly reviewed and approved. SEGA Engineers will use that degree of care and skill ordinarily exercised under similar circumstances by members of the engineering profession in this local. No other warranty, either expressed or implied is made in connection with our rending of professional services. For any dispute, claim, or action arising out of this design, SEGA Engineers shall have liability limited to the amount of the total fee received by SEGA Engineers for this submittal. Questions regarding the attached should be addressed to SEGA Engineers Greg Thesenvitz, PE SEGA Engineers D ~~.~~~ ~~~ ~~ Zc~o3 U!'I'~~ tr' Zv'~~ SEGA En ineers Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Design Criteria International Building Code (IBC), 2006 LOADS Roof DL 15 psf LL 25 psf Floor DL 10 psf LL 40 psf Wind Design Wind Speed 85 mph Exposure g Importance Factor 1.0 Seismic Design Category p Sys 1.00 Importance Factor 1.0 Response Factor 6.5 Soil Allowable Bearing 1,500 psf Project SB1224 Job No. 97-057 B GAT Checked Date: 07/19/07 Sht i Copyright 2007, SEGA Engineers SEGA En ineers Structural & Civil Consulting Engineers 22928 SE 312' ST (360) 8$6-1017 Black Diamond, WA 98010 LOADS ROOF DL Roofing (Comp) '/2" OSB 2 x @ 24" Insulation s/8" GWB Misc. 3.5 psf 1.8 3.5 1.1 2.8 1.5 Project SB1224 Job No. 97-057 B GAT Checked Date: 05/26/04 Sht 1 14.2 psf LL Snow Reduction, Rs 6/12 pitch = 27 deg Total Roof Load 25 psf -0.82 psf (115% load Duration) 38.4 psf FLOOR DL Flooring 0.5 psf 3/4" Plywood 2.3 Insulation 1.5 Misc. 1.5 7.8 psf LL Residential 40 psf Total Floor Load 47.8 psf DECKS DL 2 x Decking 4.3 psf 2x10@16"oc 2.8 Misc 1.5 8.6 LL Residential 40 psf Total Deck Load 48.6 psf WALLS DL Siding 3.0 '/Z" Plywood 1.5 psf 2x6@16"oc 1.7 Insul 0.6 '/Z" GWB 2.2 9.0 psf Copyright 2004, SEGA Engineers SEGA En ineers Project SB1224 Structural & Civil Consulting Engineers Job No. 97-057 By: GAT 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Checked Date: 07/19/07 Sht. LATERAL LOADS - SEISMIC Maximum Base Shear, V = F SoS W Eq. 12.14-11 R where, F = 1.0 One-Story Building Sos = 1.00 SS = 1.5 Fa = 1.00 (Table 11.4-1, SS > 1.25) R = 6.5 Table 12.14-1 W = Seismic Weight For W: Wroor= (35ft) (54ft) (16 psf)+ (2) (35ft+ 54ft) (4.Oft) (9.5psf) = 37 kips W total = 37 kips Design Base Shear , V = (.154) (37 kip) = 5.7 kip E _ (1.02) (6 kip) = 4.1 kip 1.4 WIND Design Wind Pressure, ps = ~ Kr Ir,, p530 Eq. 6-1, Sect. 6.4.2.1 where, ~ = 1.00 0 -15 ft Exposure B Figure 6-2 KZ, = 1.00 Section 6.5.7 IW = 1.00 Section 6.5.5 p~ = 10.4 psf 85 mph Figure 6-2 Po- rs = (1.00) (1.00) (10.4 psf) = 10.40 psf Design Base Shear: (Wind) Vrro = (35ft) (10 ft) { 10.4 psf) = 3.6 kips V~,S = (55 ft) (10 ft) (10.4 psf) = 5.7 kips Therefore, Seismic Loads Govern for Lateral Design -Front /Back Wind Loads Govern for Lateral Design -Side /Side Copyright 2007, SEGA Engineers SEGA En ineers Structural & Civil Consulting Engineers PROJECT S~ 1Z ~ JOB NO. ~ ~ _ ~ 5 -~ FIGURED BY ~~ 22928 SE 312th ST • Kent, Washington 98042 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DATE ~~5/~, SHEET 3 OF ~ ~~~~~ -SNP 1~A~~ ~~S 1~'~ ~ °'/i ~/~~r SEAR L~lr~u ~ I Z OS~ ~~9- S I cZ l~`~ C~-1~A~ l~~j ~~. ~ Z 12~f = >~ '~ .~ ~k"~Z ~.~Ir~LL ~ D ~~~ 1~~~~ '~ ~- ,~= J3'S~ J ~ ~ V r' rr Z_ ZJ _ ~,pZ n,s l~rU8 ~L= ~21 dt~tlr 6~ y. /~ o ~/~~r~ ~ _ ~~ "~~~3 N o ~~~ ~ , ~c.r Dc-io ~'~ ~ ~ ~ ;' ?~- v~7f ~' u~t ,G~ n c =goo ~ 1 ~ / I /~~ s ~~.~~ z ~, Sn~B~ Copyright 1997. SEGA Engineers SEGA Engineers Structural & Civil Consulting Engineers PROJECT ~p1 z z 22928 SE 312th ST • Kent, Washington 98042 JOB NO. GJ7_ o_--~ FIGURED BY (360) 886-1017 • Fax (360) $86-1016 ~ ~ ~~ CHECKED BY DATE ~~/~.' SHEET ~ OF 1 ~z/lc~o~ = ~ ~ . ~, ~ 2 ., s~.F.~,? 1fJ~~~ ~i V ~G,, ~~ B' .~ ,~ ~ p~ I ff Z1 Copyright 1997, SEGA Engineers SEGA Engineers PROJECT j ~ I Z ~ _1 Structural & Civil Consulting Engineers - 4 JOB NO. q 7 _ o ~ FIGURED [iY 22928 SE 312th ST • Black Diamond, Washington 98010 ~ GAT (3601 886-1017 • Fax (360) 886-1016 CHECKED BY DATEtz~~ ~a ~ SHEET 5 OF S ~N~-R~ ~~~ti~ Icy f~i.~~a.~ o-~ r_ h- ~ ~~'" O~ A A . 4~ SCE FT Q ~ U MQ Copyright 2004, SEGA Engineers SHEAR WALL SCHEDULE Mark Minimum Sheathin 1 Sheathing Nailin 1 Anchor Bolts 3 Remarks (4) 518" T1-11 or 8d @ 6" o.c. 518' @ 60" o.c. Qall = 230 plf 'IZ' OSB p 518' T1-11 or ' 8d @ 4" o.c. 518' @ 32" o.c. Qall = 350 plf IZ' OSB O' See detail 101S2.0 for Construction Notes: 1) All walls designated " ~"are shear walls. Exterior walls shall be sheathed with rated sheathing (2410) and nailed at all panel edges (Blocked) per schedule (uno). Edge nailing at T1-11 shall be through each edge of each panel. Nailing at intermediate framing to beat 12" oc. Nailing not called out shall be per IBC Table 2304.9.1. 2) Holdowns and other framing hardware by Simpson or equal to be used per plan. Ends of shear walls shall use double studs minimum (UNO). 3) Use minimum of (2) bolts per sill piece with one bolt located not more than 12" nor less than 5" from each end of the piece. Embed bolts a minimum of 7"into concrete. Washers to be minimum 3" x 3" x'l;'and ofhot-dipped zinc-coated galvanized steel. 4) Allowable loads are permitted to be increased by 40% for wind design in accordance with IBC Section 2306.4.1 -- -- - . _.35-00 -- --- B6 \ / ~. ~ ~ ~. ,,~ ~~~-~ .- -- <, , .-- ~i /Y i '~ i ~ %i,. '~ ~ H \irGER SCI!EI?L'LE l ~..P_ - - L,~p - uopL> rrl io ~ t ~QneL am _ _., _ ~ -y . . ssx+ r+ ~ ss,n ninm TuL+a +' rxn+n ~in~-xu+o .. o ~ ~ + rxu~ti ia: xua~ o ~ sewn Vt ~ ie~ x+ncxn L o Txnetn e p u! nnicse i I iNnN'N-i~ lele ~ - - e nuxuin-y n. BLOCICPIG SCHEl1CLF. _ 11 YL_~OP1 }11'C Ufl al WLip ~3+ tOlln ~[~TCn +.e ~'CniU ~ r~H .A,_.~~~_ a;,,eo __...... ps. o ~ ~ ~ ~ ~ '~ ~ ~ ~ a y Soundbuilt Homes szaa - ' 1224A - LT N? _ - !h~~TRUSScr, BS 85 - J - _ --- _- - - BS - 85 BS - 85 -."~- - _ _ = 85 - .:_ B4 ~ _ B3 - B3 - B3 - 83 - 83 - - B3 - _ B3 2 - - _-_ B2 - .-_._ ...._. _ - - 61 ~ - -- Ai Al - _. - _ - - - -- -- - - ~ _ A _ .. J22 ___, - ~ rID~ - -- TD ~ J22 Job Truss Tnus Type 1224A A DU7CH MASTER The Truss Co., Sumner WA /Eugene OR, DNL -2-0-0 (_ 41-12 ~ 9-69 2-0-0 41-12 5~-t3 ~~. 4-1-72 54-13 5-4-13 5413 0-7-12 4-p.0 Plate Oftaets (X,Y), (2.0.2-72.0.1-e), (3:0.1.12,0.2-8(, [13:0.2-0,Edga). [23:0-2.4.0.2-8J, [24:0-24.0.7-8). (27:42-12,0.2-0[ LOADINp(psf) SPACING 3-0-0 TCI I 25 0 Pl t I CSI ~ DEFL in (bc) Ude11 Ud PLATEg GRIP . . . a es rxrsese 7.15 TCDL 8 0 1 cmt TC O.Ba Veri(LL) -0.70 29J0 >999 380 MTZO 185/748 . 7ef Increase 1.75 BCLL 0.0 Rea Snes s Inu NO BC 0.28 WH 0 95 ~ Vert(P) -0.19 ~ TI I 29.30 >999 240 - BCDL 7.0 Coda IRC2000fIP12002 . (Melrfx) Hoa( } O.Od 28 nle Na Weigh{: 745 b LUMBER BRACiNO TOP CHORD 2 X 4 HF No.2 'ExcepC 70P CHORD 3-SB Ob Drecktg T2 2 X 6 HF No,2 6pT CHORD 2 X 4 DF 2400E 2 0E (Switched horn shoeted SpeGng > 2-0.0 Except )- . WENS 2 X 4 HF/SPF SludrSTD 3-5-0 oc tNapng: 2-13 OTHE75 2 X 4 HFlSPF SIuNSTD 570-0 oc tXadng• 73-24 5-11-0 oC Dratlng: S8 6-0-0 oc btadng: 35, 8~ 12, 72-18. 19.21, 27-23 ? 0~0-0 oc txedng: 1-2, 24-25 BOT CHORD Rigid ceiling direcNy appiled ar 8.0.0 ac bradrg REACTIONS (ID/s7ze) 2=?378/0-3-8. 28=2063/0-3-8 JOINTS 7 Brace a1 Jl(s}: 13.8. 18, 1Z, 5, ?1 Max Hbrz2=92(LC 6) Mex Up9112=-215(LC 5). 2ti=375(LC 8) closed; MWFRS gable end zone; cernllerer IaR and right exposed :end any other 8ve beds. t. Ib up al 1-0-0, and 25 b down end 3 6 up LOAD CASE(S) Stendord Contlnued on page 2 Page 1 of 14 ;DM Ply Saa7tmuiR Mbmes / RYVONY :1 ~ 7 . I ~ ~JOD Reteraeu (optlorxaq . 8.500 s Mar B 2007 MRek Industrfea, Inc. Tnu Aup 02 70:1333 2007 Page t 1411-7 20-4-4 24-8-0 268-0 5-4-13 54.13 41-12 2-0-0 Scala ~ 1:48.3 3x5 = 73 m n 5~$ i°_ ~ - ~ ~ ~ x rJ~ tir 'f ~O i r . } :+~ r.vRsRES 12ltdrfl$ 08102!2007 r~ ,F ~~F' ~; theTRUSSco [rJc JUS24 JUS24 JUS2d JU524 3x4 = 3x3 = JUS24 4x12 = JUS14 JUS24 JUS24 JUS24 JUS21 JU524 JUS24 Page 2 0! 14 Job Tnsz Truss Type ~Oty -PM I$aundbWttHomes / RWIMY 1224A A DUTCH MASTER ~1 ~ 1 The Truss Ca, Sumner WA !Fugate OR, ONL Joh Rekrencc (optbnaq 8.500 z Mar 8 2007 MiTek IrWUSaios, Ins. Thu Aug o2 70:15:33 2007 Pspe 2 LOAD CASE(S) Standard t) Regu'ar. Lumber Increase=1.15, Plata Increase~1.15 Unilorrn Loads (pit) Ven: 1-399, 313zB9, 1323=-99. 23-25=-99. 2-24=21 Cancentreteo Loads (Ih) - Vert: 3~S(F) 26=-5(F) 33=-25(F) 34=,25(F) 35=-4(F) 30=5(FJ 37~-5(F) 3~-5(F)39=5(F) 40=5(F) 41=-fi(F) 42=5(Fj 4?=S(~ 44~-4(F) 1"~f fir, j~,,, C' J~~'. iii i~•11~T~ .'ti? '-r.ni/?r:`j 72/14/05 08/022007 l WARNItVG' - VER1Fl' Uf'SIr'N P \RAat "I'l;R$,AND RE: ~\D ALL_NQTES ON THIS TRUSS DRAVJf.INO NOTES BEFORE UtiE, it Design veld for use with Mitek connectors Th!s design is based only upon parameters ShnMtl, and S for an Indrvidua! huilaing cOrnpOnent t0 be klStatlEd and ktaded rrrrT'~~} wrrlically AppllCadllry of design paranretels and proper Irco!paatbn of component's resplxrsDeity of DuUding designer. Bracing shown k for lateral sLPpart of indtvldual _r6'l~~ weD mamtwrs only. Additional temporary brarJng to insure staDClry dunng constntcdon Is the respat;tbilRy d the erocbr, Additonal pemlanent bradng at iha onlraM ~;,,,,.,;,~,,,~ structwe is the 25parSlbrliry of ula twYding designs. For geno2l gu~dar~e reganflrg Iabricalbn, Wallry contrd, storage eelHery erection and hrac4q carlsull AHSI/TPI 1 Quality Crlterta,DSB-89 end SCSI 1 Building Component Salety Intorn+Mion avalWble from Truss Plate Instlllrte, 583 D'Onofrb DAve. Madison, WI 53719 theTRDS5co [NC.. ,lob Truss 72244 Al Toe Truss Co.. Sumner WA /Eugene OR. DNL 6.7-TO 2-0.0 6.7-10 Truss Typ. - Page 3 of 14 ;txy ~pr ISwWDWIFbmcs ! RWiMY FINN ~4 1 Job RNsrrncr (optbnaq 8.500 s Mar 62007 MiTak Indushias, Inc Thu Aug 02 10:15:34 2007 Pape 1 ~-- 12-3-0 ,_ 17-10-6 246-0 -I- X5.6-p 5.7-6 5.7-6 F-7-/0 2-0-0 Scalp • 1:45.0 4x4 = a ~~ 0 8-8-13 7-7-13 41~'i 4-0-0 LOA DINO(paf) SPACING 2-0-0 CSI ~ TCLL 25 0 P t ~ DEFL In (loc) Utlell Lfd PLATES GRIP . la es Increase 1.15 TC 0.58 TCDL 6 0 L b Vert(LL) -0.07 &11 aliB9 360 MT20 165648 . um er Increase 1 15 BC 0.40 ~ BCLL 0 0 Vert(TL) -0.i8 9-11 >999 240 . Rep Shess Inu YES WH O.SB BCDL 7 0 C d liorz(TL} 0.03 8 Ne Ne . o a IRC2006/TPI2002 fMeuix} I i WaOM ~ b Ll1NBER - TOP CHORD 2 X 4 HF No.2 8OT CHORD 2 X 4 HF IJo.2 BRACING TOP CHORD SWchral wood Shea direr lied or 4-4.8 oc purOne. p ~ 0 WEBS 2 X 4 HF/SPF SD;td/STD BOT CHORD R:gftl ceiUnp directly pl led or 1 -O~ oG bracin g, Except 8-0-0 oc Dredn¢ 8-8. REACTIONS (Iblsr7:e) 2=80010.3.8, 8=13?210-3-8 Max Harx2=-82(LC 8) Max UpI11T2=-140(LC 5), 8=241(LC 6) FORCES (tb) - Maximum CanpressianlMaximum Tension TOP CHORD 1-2=0149, 2J=-1427~9[i, 3-0--10751'30, 45=b1f/Bd, 5b=_3321951, 6.7=W49 DOT CHORD 2-12=-70l123a. t t-/2=101!1179. 10-tt=8Ti39, 9-10=-&839. 8-9=4325. 8-6=798/364 WEDS 3~17~-42Il114, 4 1 7=447510. 4.9=210/69, S-~h01d11, 5.8=•1856/317, 3.12rW178 NOTES (9) 1) UnboiartCed roof live loads have Darn considered for 1f YS dealgn 2) Wind: ASCE 7-05; 85mph; h=25fk TCDL-4.OpsY BCDL-a.2ps1: Category U; Exp B. L•rx3osod; MWFRS geDle end woe; wnllleuer Ief1 and rl hl e os d d vertical left and rHlhl exPOSed: Ltn76er Dnl =1 :ii nlwlw non Mi _~ va g xp e ;en LOAD CASE(S) Slandartl (FF-11-SS) formal ~~~ ~ f-f- ``~ ,x S c177, ~ i •\ J lx H r)1~ i :+m1: r ~,: J)flti:1? l:. ~xPllt! 5 _12t1arO$ 08/02/2007 .T ~„r i' e+'=~ ~ e'- aP" ..c-taT.. mac theTRUSSCO. INC. [xa i 3x4 = 3x5 = 3xa = 2x4 ~~ Job Trusc Truss Typo ~ Oty Page 4 of 14 ;Ply Soundbuill Homes / RWAAY 1224A B STUDDED TR ~ 1 1 The Truss G4, Sumner WA I Eugene OR DNL ~ I Job Rafsxance (optronaq , 8.500 a Mar 62007 MiTek IMustrlea. Inc Thu Aup 02 1Q15:35 2007 Page 7 1`2.001 68.6 . _+ _ 1?-4-B 17-8-0 22-7-f0 2&5.10 35.00 37-0-0 2'0-0 8-8-6 5-10-1 5-1-10 B-1.10 5-10-1 8.8-8 2-0-0 Scale =1:7°.5 3x5 II 3x8 II 3x8 II 3xg II S.OO t2 3x6 II 3x6 II 4 8 7 6 9 10113x6 II 10x12. 3x4 a z 4 g 12 3x8 II 3x8 N 3x5 ~ 5 13 3x5 ~ 6x9 q S i 14 15 85 ~ 3x8 II 2x4 \~ 4 ~ a1 3x8 I I 3 3 S 17 , I I 0 18 3x6 C 16 2 / \ 3 11 S ~ 2 2x4 11 II 20 9 1 4 - . 11 211.i 3x8 ; 2x4 I I 2x4 I I 33 47 q8 32 31 30 29 26 27 26 25 24 23 22 4x8 3x4 = 4x6 = 5x5 = 2x4 II 3x4 = 2x4 II 2x4 tl 3x5 - 2x4 II 2xd II 2x4 II 2x4 II 2x4 II 2x4 II 2x4 II ' 2x4 II 8-11-0 8.7-0 ~ 8-7-0 0-5-4 8-5-12 ~ -~ PIa!e Offsele (x,Y): [z:az-1s.o•1-6). [B:osl,ooat p:a-5e.o-DS). Is:as•4.o-0-6). [to:o•s~.o-0-e). [11:os•e,o.D~a[. [1~:o-5-a.a-Dal. [t3:o-atzEage). [14:us.4.ao~), hs:a5.4.o-o-e), [n:o-2-12,o-or). [18:0•S4 0-Ot7J, (19:0-54.0-043). [20:0.2-12.Edgo),120:0-0.12,0.2-0), (31.0.2$,0-04J, [32.0.2-0,0-2.0) LOADING(ps!) SPACING 3-0-0 CSI DEFL h (Irx:) Ilde11 Vd PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0,94 Ver1(LL) -0.25 3233 >983 380 MT20 185!148 TCDL 8.0 Lumber lncrease 7.1b BC 1.00 , Ven(TL) -0.42 233 >589 240 ~ BOLL 0.0 RepSUOSSlrlcr NO WB 0.54 I HorZ(TL) 0.04 30 Na Na ~ BCDL 7.0 Code IRC2008/TP12002 (M81rpt} i .. _ ~ Welgltt 220 b LUMBER BRACING 70P CHORD 2 X 4 HF fJO2 TOP CHORD 3-2-12 oc br4cilg BOT CHORD 2 X 4 HF No.2 (Swltdled from sheete4 Spacing > 2-0-0). Except: WEBS 2 X 4 HFlSPF SI~tlISTD'Fxoept' 3-3-0 oc brepng; 2-9 V1r3 2 X 4 HF No.2, WS 2 X 4 HF No 2 6-0-0 oc bredng: 9-20 OTHERS 2 X 4 HF/S7'f StUdISTD 10-QO OC txadng: 1-2, 2021 BOT CHORD RIgM toipng directly epplled or 5-3-0oC tlratlng JOINTS 1 8ra[e at Jt(s)t 9. 34, 37, 40, d2 REACTIONS (IDisizey 2=1 359103$, 26=421x6-8-4. 30=6841884, 24=19518.6-4, 28=1134168.4, 27=506!68.4, 20=429!1.8-4 Max Horn 2=-t 18(LC 6) Max Upli82=-219(LC 5). 26=-88(LC 8). 30=36(LC 5). 28=-77(LG 5). 27~-49(LC 8}, 20=-181(LC 8) Max Grav2=1350(LC 1), 2G=824(LC 101, 30-864(LC 1}, 24=195(LC 1), 28=1134(LC 1), 27-508(LC 1), 20=573(LC 10) FORCES (ib)- Mawm~m Compression/AAawmum Torsion TOP CHORD 1-2-0(14, 23=-2091n24, 31--1858/184. 45=1534/192. Sa=-311/146, fi-7=16 817 53, 7~-148/180, 8-9=-136!154, 0.10=221/150, 50.11=-2371155, 11-12--277n4B, 12-13=156/114, 13-14=01856, 14-15-ON70, 15-16=AB15, 1&17=-201625. 17-iB+-171613, 18-14=-261593, 19-20~-841.565, 20-21=0115 BOT CHORD 233=-201/1870, 33-47=$111939, 47-d8=$d038, 32.4.60FJ39. 3132=-807!141. 3031=-901!147, 20<'i0=-001!141, 26.2f~A011141, 27.28=-9txv141, 2027=-900!141, 25-26=51397 24-25=-513!97, 23-2h--51994, 22.23=-519194, 20-22=-519/64 WEBS 3-33--556/187, 5-33~-237853. 5-37=-1140/223, 3837=10617211, 36-3-10041717, 3230-1101n11, 32 34<-46173, 32-35~-7811502, 3536=6&7506, 38-40=-7111524, 4011=$9/'1471, 13<1=-6;v134a. 134x--112°79, 42-a3=asns6, 26.43°-lzsral7, 2e-44=711no7, 1714=671!06, 3.516=-15!14, 1046=-29151, 738-19/8, 8 37=18182, 11-38~-27/8, 7210--574rg7, 39A5=-2156, 645--4,U43, 30.4Q~•850~4, 29-01-198!70. 13.28--1107187, 1 412=4 4 415 7, 2712=-4531/0, 1513=13!72, 25.44--.7/54. 17-24-0!119, 18-23=4184, 18-22=-20!105, 3445=119, 34~(y-.-14/4 LOAD CASE(S) Standard aces whore a raclangle 380 fell DY 2-0-0 wide wig M between 87e bdtom ~stonding 278 p uplift at loht 2, 881b up4R al Jdnt 26, 88 ID upflft al )tlinl 30. 77 ;• ~ •F'15'11,~I y\ - f ~~ ~ `~ / 4 yy ~ - '7~ I ~ /~: •~ .r- '+~n r ~• ~~I'(1(t~J:~1 .E~~• ~7P.RCC t2~14i(js~__~ 06/022007 ! ~\S+.RNINC: - M1'ENIF'Y' D S7 .N p.~RAM ETERS .\ND READ A .I. NOT,tA4._O THIS TRt±CS DRAN'IN -NOT .c B F'OR lfR~ design vaAd for use with Nilek conractors. Tfris deslgn 5 na5ed ony upon parameters sfldvrtl, ant! 5 for an k+dNidual txllding tnnlponera to De hsiatlad and boded rp° ventrally. ApplcabMiry of desr~, parameters and poper Inmrporatbn of cottlponenl is resptxlsldliry of tx110'eg t165igr6r. Otachg shtnxl Is for 181eral support of fndlvldual .;y~s-p k web members only A[kldlonal temporary txadig b Insure slab4fly durlrg cal5euctlon is the re5palslbilry of the erecror. AddNbnal pemk7nenl tlredrsl of IM overaill y.,,,,Kr}„~ , sWctUre Is the responslDiliry of the butlding designer. For gener<71 guidance rrx,)atting tabrscalbn, lH,aliry 1brltrd, sbrage deFvery ered(on arld bramg consNt ANSIlTPI 7 th~TRUSSco. )3vc Oualtty CAterla,DSB•89 and BCSI 1 BWItAng Component .SBf6ly hltormatton availaDie horn Truss Plata hstltute, 583 D'Onoldo OrNe, Madison WI 53719 Joe Truss truss Type - ,thy -- 'vl'y ISoundbJll Roma , RWlMV Page 5 0f 14 7224A Bt SCISSORS '2 ~ 1 The Trusa Cn, Sumnar WA / EugeM OR. DNL I Job RNarertce (dptionaq 8.500 s Mar B 2007 MTak IndustAea. Inc Thu Aup 02 10:15:38 2007 page 7 I_:?-0_0 ~ 6.4.9 I 2 0 6-9.9 11-10-12___x_ 51.3 17-8-0 5-7-1 17:1-0 0-5.0 21.1.1 3-2.1 1 2511-14 29-9-9 ~_ 35.a0 37-0-0 410.13 3-9.11 52-7 2-0-0 Scak =1:825 4x5 II 5.00~1~ e 3xa 3x4 ~ 7 3x5 -3 8 V46 ~ 3x1 .1 3 2 r ~t .-- -~-' -.~rtr- ~~; 3x8 = 20 10 18 2x4 II 3x5 = 4x10 = 69-9 5-1-3 6.0.4 Plate (Msets (X,V): )2.01-2.0-1-8). X11 ~a2.1.Edga). [1S:o~-8,03.0). ) 18'0.1-6,0-2-0] LOADING(psf) SPACING 2-0-0 TCLL 250 P CSI lates Increase 1.15 TCDL 8.0 Lumberlncreane 1.15 TC 0.77 ~ 092 BCLL 0.0 Rep Stress Incr YES BCOL 7 0 C W8 p.g5 ie IRC2008rTP12002 (MelAx) LUMBER 1 OP CHORD 2 X 4 HF No2 BOT CHORD 2 X 4 HF No.2 'Except' 8.7 2 X 4 HF 1650E 1.5E WEBS 2 X 4 HF/SPF Slud/STD'Excapt• Wt2 2 X 4 HF No2 REACT10N3 (IWalze) 2=1 54 510-3-8, it=155SJp-S6 Max hlorz2=80(LC 5) Max 11pA02=-175(LC 5), 11=-175{LC 8) 3x0 e 1x8 a W8 9 2x4. 6x10 - 10 2-10-4 _ 14 3x4 x 13 11 3x, r 721 17 18 2.50 12 4x9 2x4 II 5311 4-10.3 8-11-2 DEFL In poc) V8e11 Lld PLATES GRIP Vert(Ll.) -0.86 16 828 360 MT20 185!148 Vert(Ty •1.25 16 >333 240 Ha7~Tl) 0.58 11 Na Na WeIgM:1501D BRACING TOP CHORO StrucWrel wood ahealhing alrecUy appped or 1.10-6 oc puAlns. ElOT CHCRD Rigid ceiUng dlredly applied or 2-2-0 a braUnq. Except: 10A-0 oc tradnq: 15-17, 8.15 JOINTS 1 Brace 01 JI(s): 15 11; Exp B; andosed; MWFRS pede ertd tone: rsnUlevar kM and right exposed ; erW LOAD CASE(S) Slandatd v~~~~~~• ~ ~ , r - - ' :~- - :~ J~- ~;11lryAl.f"i, E>:a,r?ES 12.1410$ 08/02/2007 a~' d ~~~~ .E~.r-•.n. :~.m t~'1~TRU$SCO. fNC. JoD T ~ Pa e6of14 9 russ truss Type Oty wy ~SounatxiR HOmas / RW4MY - 7224A R7 SCISSORS 3 1 The Truss Co„ Sunnier WA / Eugene OR, ONL Jo0 Rafaratf.e (optbnel) ~ 6.500 s Mar 82007 MiTek Indwtdes, Ne. Thu Aup 02 10:15:37 2007 P+pe 1 -2-0-0 i _ &9-9 __ f 11.1412_--_~_ 77.8-0 17jtr-0 21-1.1 t 2611-14 29-8-9 t 350-0 37-0-0. 2-0.0 6-9-9 61-3 5-74 0.5.0 3-2-1 4-10.13 3311 52-7 2-p-0 3ca1e ~ 1 62.5 4x5 II 5.00 12 8 2(i a 6-9.9 5-1-0 6-04 5311 4143 6.11-2 Plate OMsels (X,1~: j2:0~-0-2,0-1.8j, ~tl 0.2.1.EdpeJ, j15:0-4-6,0-3-0j, ji60.1-B,0-2.Oj - LOADING(pst) SPACING 2.0.0 CSI DEFT In (loc) VdeR Lb ~ PIATES GRIP TCLL 25.0 Plates Inaeasa 1.15 TC o.n ~ ven(LL) -0.88 16 >628 360 I MT20 185/148 TCDL 8.0 Lumber Intresso 7.15 BC 0.92 ~ Ven(TL) -7.25 16 >333 7-00 ~ 8CLL 0.0 Rep Stress Inu YES WB 0.65 Horz(TL) 0.59 11 n!a Na BCDL 7.0 LOCO IRC7008/TP~2002 (Matrix) I Walpht: 150 b LUMBER BRApNG TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood shealRinp dknclly applied ar 1-10.8 oc purfms. 807 CHORD 2 X 4 HF No.2'Exoapr BOT CHORD Rigid cetpn9 drectly appiled or 2-2-0 a Dradrtg. Except: B3 2 X 4 HF 1650E 1.5E 70.0-0 oc Wadng: 15-17, B-15 WEBS 2 X 4 HF15PF Sfud/STD'FxcePr JOINTS 1 Brace at Jt(s): 15 W722X4HF NO.2 REACTIONS (Ib/site) 2=1545!0.3.8, it~15551OS-8 Max Horz2~80(LC 5) - Mex Uplrt2=-175(LC 5), 11=•175(LC 6) FORCES (Ib) - Maximum Cornpress'xxVMexirnum Terrelon TOP CiiORO 1.2~OI49, 2-3=-2988(102, 3~4--2451/171. 4-5--2335/186. 5~1'i=3,5811780, e•7=3552!784. 7-&=-8552(196, &~-SOgt7/250, 9-70•=5075241, 10.11=52501302, 11-12147 8pT CHORD 1517-0210, 8-t5=-482385, 1415=57Id918, 13-14=726!4881, 11-1r-21014824, 2-20=-187!2684, 19-20181/2864, 18-i9=1812684, 17-1f1=-6118, 1&17=0/0 WEBS 3-20216. 3.10=-543!87, 5-t6=1050160, S•15=0+1075, 7-15-13&151, 7-7 4=581686, 8-7 4=508112 5. 6-13/225, TO-13=12(N94, 1518=1172577 LOAD CASE(S) Standard \~ ` 1.3~ ~ I +~= ~ rf ~. Jgn ~' , `t' 1k/V.al .1'~ 08/02/2007 F '~ theTRUSSco wc. 2x4 II 3xS = 4x10 ~ 2x4 II Job Truss Truss T e ~ YP Page 7 0(14 ~O ; ty PIY :Soundbutlt Homes I RWIINY ; 522aA B3 'SG SSORS 7 i 1 I TM Truss Co., Sumrxar WA I Eugene OR, DNL ~ Job Referenw (oplbrol) i ~ 6.600 s Mar B 2007 MIT4k Industrfes, Ina Thu Aug 02 10:16:982007 Wge t ) •2-0.0+ 5.2-9 _ 9_p-q-___ 1310-15 17-60 21-1.1 25-i1-12 29-g-7 35-0-0 37-0-0 2-0.0 5-2-9 39-10 4-10-12 3-7-1 37-1 4-1412 3-9.10 5-2.9 2-0-0 Scale =1:025 4x4 I I 5.00 12 ~ 3x4. 3x4 6 8 WS W7 3x4 ~ a~ 3x4 c 4x8 s 5 9 2xd , 4x8 VY3 ~ a ~ 10 2x4 , 3 / L~ ~~ B ' t3 tl ~ - ~ 8x8 = o 17 15 2 ~~ f i9 3x4 ' 12 3x4. ~1 / r.! 3x4 . _ 14 t3I$ 3 4 , 4x9 =~ 2.50 12~ x 4x8 6-11-4 11-38 17$-0 23-2-f0 2&0-12 3$.p0 6-11-4 4.10-2 5.8.10 S$70 4-142 8-11-4 Peale ORsels (X,Y)~ (2:0,2-1,EdgeJ, ]12:0.2-7.Edgsj LOAgNG(psQ SPACING 2.0-0 C51 DEFL In (loe) Udell L/d PLATES G IP TCLL 25.0 Plalealncrease 1,75 7C 0,75 R Ven(LL) -0.77 18 >536 380 ~ MT20 TCDL 8.0 Lumberlnaease 1.75 BC O B9 1851748 Ven(TL) 1 36 16 17 >304 2 ' . BCLL 0.0 Rep Stress lna VE5 WB 0 50 • . - 40 . BCOL 7 0 Horz(fl.) 0,83 12 n1a rla . Cotle IRC200firtP12002 (Ma1dx) - WelghC 732 b LUMBER BRACING TOP CHORD 2 % 4 F1F No 2 a0T CHORD 2 x 4 HF 1650E t.SE TOP CHORD SINC1wal wood aheetMng dtetlly epplYSd or 1-7 t-3 oc purMs, WEBS 2 % 4 HF15PF Stutl/STD'ExtepC BOT CHORD Rlgld ceYing dreWy applied rN 70-0-0 oc bfepng, VVC2X4HFNo.2 REACTIONS (Ibhlze) 2-15?9A5-H, 12=1529AbB Mex Horz2--79(LC 6) Mex UpYtI2---188(LC 5), 12=-iBB(LC 6) FORCES (Ib) • Maximum Compression/Maximum Tension TOP CHORD 1-2=0147.2-3=-5747!430. 3-4-4958/375. 4-5-4 92 713 84, 5-&=-44791341, 8-7=•3453/222, 7-0=3x531227, &9=-4 4 7 91282, 310-49271317 t0-7 1=-4 9561301 11-72=-5747/360 17-t3=0147 BOTCHORD , , , 2.7 8=4 1 014 72 0.17.18=Ja2/0.558.78-17=-2W/3825.15-1fK-179/3825.14-tx-1BB14558,12.14~-28414720 WEBS 7.16=125(2392. 318=-128186, ;riB~CP1d7. 5-17=-511!120 &77-b51558 B-1f1<-728/754 &18~ 7281155 5 , , , - . 8-15~-581 58, 9-15=•571!722., 374=0247, 11-14=12891 enclosed: MVVFRS gods eM zone; e4nalever Ie6 arW right exposed: end N any otner Nve loads. tiosen ftr qusYty assurance InspedlOn. 'oes wMre a rectangle 3$-0 tall by 2-0-0 wide w1ll M between the bottom LOAD CASE(S) Startdanf (FF-IISS) formal ``~ 1 ~• I, 1. ~ y'~c "~~ ~ ' i ~' 1' '` ~~ ~~S?r2.v:~1. Y= ~~ 08102!2007 M1r, theTRU5S~o. JjJc doD Truss 1224A B4 The Truss Co., Sumnw 7NA / Eugerx OR, DNL I -2-0.0 ~ 6-6.5 2-0-0 6-65 Page 8 of 14 Truss Type iO7y :Pry 'Soundbu4lHOmes /RWi/AY STUDDED TRUSS ,1 ~ 1 Job Raferanu (optional) 8.500 s Mar 8 2007 MITek IndusMes, Inc Thu Aup 02 10:15:392007 Pope 1 121.8 17-8-0 22-7-10 285.11 350.0 37-QO 510-2 5-1-10 5-1.10 510.2 8.6-5 2-0-0 Scale = t:6 t.5 4x4 = 5.00 ~12 g 11~ ~4 ~= 3zB = 3x5. 3x4 = &11-U ~ 17-6-0 ~ 26-1-0 350-0 B-11.0 &7-0 8.7-0 8.11-0 Plate Offsets (X,Y): (2:0-1-10.0-0-2J, (10.0-t-10,0-0.2) _ ' LOADING(psf) SPACING 2~O-o CSI ~ DEFL In (bc) UdeA Lk1 ~ PLATES GRIP TCLL ?5.0 Platos increase 1 75 TC 0.46 ~ Vert(LL) -0.35 14-15 >909 360 MT20 165ry4B TCDL 6.0 Lumberln7ease 1.75 BC 0.74 I Verl(TL) -0.5814-15 >709 ?40 BCLL 0.0 Rap Slrass Ina YES vuH 0.77 Horz(TL) 0.17 1tl Na Na BCDL 7.0 Code IRC200811PI2002 (Matnx) I Weip171: 194 Ib LUMBER BRACING , TOP CHORD 2 X 4 HF No.2 TOP CHORD Skucturel wood sheapting dlreury apPOed or 2-9-9 oc purlins. 0OT CHORD 7 X 4 HF IJo 2 BOT CHORD Rigid ceiling direUry applied a 70-0.0 oc breckrp. WEBS 2 X 4 HFISPF StW/STD OTHERS 2 X 4 HFSPF StudSTD REACTIONS (Ib/sizo) 2~1i1tl9/OSA, 10=1809ro-51 Max Hort2=90(LC 5) Mau VpIIR2~-1B8(LC 5), 1f1=-iB8(LC 8) FORCES Qb) - Mazlmum CompressloNMaxlmum Tension TOP CHORD 7-2=0150. 2.;=-3113!146. 3-4=-2832!272, 4.5=•2755n27, 58=-20011166, 6.7=-2 00111 86, 7-8=-2755/227, &~-2832/212, 9-1a=-3113!246. 10.11~r50 BOT CHORD 2-15=•224x1779, 1551=1322257. 5752=132/2257, 14-5?=-732/7257, 13.14=712257, 13-53-7172257, 5354=-71/T257, 12-Sd=71/7757, 10-12=144!2770 WE85 3.15=-3571723. 5-15=-i5l524. 5.1 4=-69 11140, 8-t4=~BI1155. 7-14=E91/740, 7-12=•751524, 9-12=15 7112 3 NOTES (71) 1) Unha!anced roof IWe loads have been wnsldered for this design, 2y Truss designed far wind loads in pie perte of the Wss only Fa studs azpmed to wind (normal to the face), see MRek "Starxland Geda End Detail" 3) This buss hrs been designed fora t0.U psi Ddlom cf7ord five load nonCOnCW7'enl with ary other live loads. 4) All plates are 2x4 MT20 unless o117erwise trxOcaled, 5) This buss reeuires plate InapecAOn per Ota TooN Count Method when /his lnsss Is ctwsen frx quefly asaurenca Inepeclbn 5) Gado studs spaced at 20-0 or--. 7) • Thie buss has been cfeaiyrx J to a Ova toed of 20.Opsi an Ole bottom chord In all arlres where a raaangq 3.8-0 tall by 2-0-0 wide will fp between the botlan UIOn1 end am n;lw~ rr Fmh~rc LOAD CASE(S) SlendarA :~1~ \ ~ }• >. ,~ 'z.t ~~~r,'~I i•. r bn ~ -~ \ -. ~.~1 ~J ~ J?Jr7 `C ~~.5; Er,7~llxt'~ 1>rl.V:lt t~ 08/02/2007 `'€ ,~ 4 `~. +~.F theTRUSSco_ tree. Job iruss 1224A eS The Truss Co., Sumner WA / Eulaone OR, DNL ~ -2-0-0 i 8.8-5 _.. _ 2.0.0 6.8.6 Truss Type MOD, QUEEN 12-4-6 I 17.8.0 s•1a2 s-1-to 5.00 12 4x4 = 8 Page 9 of 14 4b .Ply Soundbuill ROmes / RWIMY B i i ' ~ ~ Jab Refennu (opeona~ 8.00 s Mar 82007 MiTek Induslrles, Inc. Thu Aup 02 10' 15;40 2007 Pega 1 22-7-10 28-5.11 35-40 37-0-0 Si-1o s•1az s-6•s z-0-o Scale = 1:81.5 i [¢ 0 8-11-0 - 8-7-0 6-7-0 8-11-0 I>Iae Oflaas(x.v): (2:a1.1o.o-a2), [1o:a1-1o,o.o-z) LOADING(paq SPACING 2~0 C81 DEFL in pocJ IldeO Vd + PLATES GRIP TCLL 25 0 Plates Inaeesa 1.15 TC 0.48 ~ Vert(LL) -0 35 a-15 >99C 380 MT20 1851148 TCCL B.0 Lumber Increase L15 BC 0.74 Vert(f L) -0.56 14.15 >709 240 ' BCLL 0-0 Rep Slrara Ina YES WB 0.77 Horz(TL) 0.17 10 Na Ne ACDL 7.0 Code IRC200fi/TPt2002 (Ne111x) ~ We1pM: 1371b LUMBER BRACING 1 TOP CHORD 2 X 4 HF No.2 TOP CFIORD Slructurel wood sheatMnp dlreclly applied w 2-8.8 oc pudins. BOT CHORD 2 X 4 HF N0.2 BOT CHORD Ripld celllnp dlrec8y applied Or 10-40 oc hracYtp WEBS 2 X 4 HFISPF S1uWSTD REAC110NS (Ib/alze) 2=1609/x5-8, 10=16011/0 5-0 Nax Hong=80(LC 5) Max UpIiI12=•108(L-C 5), 1~•180(LC 6) FORCES (Ib) -Maximum CompresslOrVMaximumTansion TOP CHORD 1-2=0/50 2-3=J113r248, 3-4--26327112. 45=-2755227, 5-0=-200V70$ 8-T=2001/108, 7-X2755/227. B-9=-2B32Q12, 9-10-3113/248, 10.11=0/50 BOT CHORD 2-15=-2242779, 1 5-18=-1 3222 51, 16.17=13?J2257, 14-17=•13272257, 13-14=712257, 13-18=•712257, 10-19=)1!2257, 12-11~-71/2257, 141?-;14412779 WEBS 3-15=-357/123, 5.15=-}5/524. 5-14=891/140, 514=-60/1155, 7-14=691/140, 7-12=-15!524, 9.12357/123 NOTES (9) 1) Unbalanced roof live b&ds nave been c4nslOeretl for mrs tleapn- 2) W1n0~ ASCE 7-05: BSmph, h=250. TCDL-4.Bpar, BCOL=4 2pM, Calepory IL Exp 8: enGOS~ad; MWFRS pale end mna; canlilewr left an0 rIOM exposed ;end verllcal bfl anA nnht axnrneA~ t umhn~ mi .~ oo ...~.., ,..:_ ... LOAD CASE(S) Slondard ``) `, f t. `tip ..~ ,r.t.177 . Y v ~ -~ - ~-- :,~ ~- J ,,. ..su„ , v.• .r , r<.7sF FY:r~ ~r ~rr~:Tr~ 12!141ra3 08/g02/2007 A~p ='~~>fi ttleTRIISSC.O. INC. 3x4 < 3x8 = 3x5 = 3xq = Jtb Tnass Truss Type 1224A 66 GABLE The Truss Co., Sumner WA! Eugene OR, ONl -2-ao _ _-- 17-8.0 2-00 17$0 5.00 12 12 3x5 11 t0 7 8 0 5 3x5 = 56 55 5a 53 52 51 50 q9 Plate Orfans (X Y): [8:0-1.2,0.1.8), j18.0-2-8.EdgeJ. j24:01-2,0-1- Bj, j42 0-2-8.0.0.4) LOADING(pe~ SPAgNG 3-0-0 CSI TOLL 25.0 Plates Increase 1.15 TC 0.54 TCDL BO Camper zlaeese 1.15 BC 0.15 BCLL D.0 Rep Stress Ir1a A10 VVB 0.11 BCDL 7.0 Code IRC2008/TPI2002 (Matrix) LUMBER TOP CHORD 2 X 4 HF No.2 DOT CHORD 2 X 4 HF No.2 OTHERS 2 X 4 HF/SPF SIUtl7ST0 REACTIONS (IblstzAl) 2-435135.0-0, 30=435/35-0-D, 45=115/35-0-0. 44115735-0-0 Page 10 of 14 ~~ty Ply ~SoundDUlD Homes / RWIMY f1 I 1 ' ~JObRefarence(op8orut) 8.500 s Mat 82007 MiTek 1rxlustrhae. Ina Tnu Aup 02 10:1&42 2007 Pape 1 35-0.0 37-0-0 ~ 17.8-0 2-0.0 Scale +7:81.5 3x5 - 14 f5 16 7718 19 2D 21 22 3x5 Z3 24 ~ S 5 S g 7 28 S 8 S 9 27 3 0 S t ~ S 29 _ 30 _ 371$ 48 45 44 43 42 4140 30 38 37 38 35 3d 33 32 3x5 = Sz5 = 35-0-0 DEFL In (loc) INefl ltd PLATES GRIP VeA(LL) -0.OB 31 r>n 120 I MT20 1851148 Ver1{TL) -0.08 31 nh 80 Horz(TL) 0.01 3D n/e Ns I WeIpM: 203 D BRAgNG TOP CHORD 8-0-0 oc DrecY7g ~SwitcAed hom eheetatl: Spacing > 2-0-0). Except: FORCES (Ib) - Maximum CompressbnlMaxlmum Tension TOP CHORD 1.2-(N73, 2-3=-124/3G, 3-4=90152, 4-5=-04!88, 5.8=-30168, 6-h-34/103, 7~-34/114, 0.9=-9/120, 9-10=-3q/138, 10.11=3M155, 1 t_i 2=34/172, 7 2-1 3=-3511 89, 13.14=-357109, 1415=-227120, 75-16= 33/196, 16-17=33!194, 17-1B=•221215, iB-10=-35/708, 19.20=-35!170, 20-21=-04!148, 21-22= 34!121, 22.23-=34!95. 2J-24=-9171, 24-25=-34JFi5, 25-234750, 26-27=35!33, 27-28=-3321, 28.29=aW15, 29-30=•78/18, 30-010/73 BOT CHORD 258=07137, 55-56=0+137, 54-55~1Ii37, 53-54=0/137, 52-SJ=D/137, 5 1-52=011 37, 5051=0/137, 4950=0/137, 48410/137, 4748--N737, 4 847=071 3 7, 45-dfi=O/f37, 4q-45-01137. 43.44=W137, 4243--01137, 4142=0/137, 40-41/137, 39-40/137, 3B•39rW137, 3738--N137, 38.37=07137, 35.380/137, 3/-35=0!137, 3314=4137, 32-3 3=011 3 7, 30-320/137 WEBS 1b45=-94/0. 1744=-94/0, 1446=-101133, 1347=-135/63, 1248=-733/46. 1 1-4 9=-1 32145, 1050132/45, 9.51-132k5, 752=-132N5, 8-b3=-132146, 5-64=-136l4b, 4_55=•116149, 33&-185148, 18.43=-101!33. 191-135/54, 20-J0~133/45, 2131.132/45, 22.38=•132/4b, 23.37=131145, 25-38=-132/45, 28.35=_732/48, 2 7 34=-1 36145, 2813=-178/48, 28.32=-18b/45 NOTES (72) 1) Unbalanced root Ifve loads 17ave Deen cm9dered for this design. 2) Nand ASCE 7-05: 65mph; h=25fl; TCDL=4 Bpaf; BCDL=4.2pst Category II; Exp 8; enclosed; MWFRS gable end zone; cantlevar le.4l and rlgltt exposed ;end vertlGHl Iefl and right exposed, Lumbar DOL=1.33 plate grip OOL-1.33. 3) THs Vuss has Deen tlosigned fore 10.0 psi IxNbm chord Ifve load nor7cc71ar1'enl with any fitter Ifve foods. 4) All plates ere 2x4 MT20 unless olttenvise indicated. 5) Tris Truss requires plate inspection per the Tooth Count Method wltan this tnus Is Utosen for quaply eseuranre Irtspeclim. 3) Gado rnculres rftntlm:nun nnnn,., ~r...,.+n..,..~..-. 10) Uesign assumes 4x2 (flat orlentatlon ~ ~ - ~ ~ ~•'"°• ~••"°'°"""' ^"° •' ' 'brio rtotrt ru.[ ono reverenced standard AN51(TPI 1. 11 Tns was is riser ) Wdina al oc spacktp Indulted, feslened to truss TC w/ 2-tOtl rMAs. gnarl rot a weep factor d 1.25, wrticlt :s used to cxwiate dte total Ioatl Oetleclbn. The buiidlnp tlesipner sha0 verily Thal Ws paremepr R Itte Inlentlod uas ov this component. 12) All tlimensbns are gluon In fael~k7cttes•sbripenth5 (FF-II•SS) !Drina!. LOAD CASE(S) Sletttlertl ~~~ `~ 1 ~•..a ~s'.ts~ ~"~'~ ~ ~ !'~- ~ J l x •i ~ J1Y.7v .~ l~~ t ~~ i~11.Kt~'. } ,`1. icXrsRE$ t2lt4;OS~ 08/U2/2007 .x'-'~. ~`'r „r, ,. ~. theTRU5Sco INC'. Job Truss 1224A HR 5 Trts Truss Co.. Sunnis WA / Eugene OR. DNL I~ t Page 11 of 14 Truss Type Dfy ~ Ply SoundbuUl Homes / R WM1Y HIP RAFTER .2 I i _ i Job RetarehGe (optional) 8.500 s Mer S 2007 MTeM IndueUiea. Inc Thu Aug G2 10:15:43 2007 Pope 1 o-a f z s-~-2 ' LOADINO(Os0 SPACING 2-0-0 C& ~ 7CLL 25 0 Pi DEFL fn Qoc) I/deli tJd I PLA7E8 GRIP . eles irlcraese 1 15 TC 0.8f TCDL 8 0 L Veri(LL) 0.04 2a >999 380 i . umberlntteese 1.15 BC 0.00 BCLL 0.0 Rep Strats Iner NO W8 000 VerIRL) -0.05 2-3 >900 2a0 i BCOL 7,0 Colo IRC20De/TP12002 (Metnx) ~ tioa(T!) -0.00 3 Na Na ! Weight 101b LUMBER d TOP CHORD 2 X 4 HF 1850E 1.5E BRA N6 TOP CHORD Sbuclural wood attaefhhg deeUly applied or 57-2 oc pudYr. REACTIONS (Ib/aize) 3=124/Mechancel, 2=428/0-4-15 BOT CHORD Rigid ca8irg drrtdly applied or 10.0-0 oc bracing. Max Horz2=70(LC 3) Max UpliRi=-29(LC 3), 2=_154(lC 3) FORCES (Ib) -Maximum Canpresalon/Maxlmum Tension TOP CHORD 1-2~,~5, 2.3•=88125 NOTES (8) 1)1Mnd: ASCE 7-05, e5mph, h=2511, TCDL=4.9pst. BCDL=4.2pst Celegory II; Grp B; mdosed; MWFRS able end zone cenUl l a plate grip DDL-1.33 g ; ever e and rlgM exposed ; end verUCel left end rlghf exposed; Lumber DO1=1.33 2) ' This lrus has been Oeslgnao (or a lice loco of 20.Ops1 on the bobotrt chord m ell areas where a 3) Refer to girder(s) to truss to buss u/nnecUons. rectangle 3.8-0 tall Dy 2-0-0 wide will M benvaen Ne DOdan chord and any outer members. LOAD CASE(S) Stutoard (FF-II SS) fom191. 1~ n1. :t~.l S//. ~f fir'. /`__1. ~•, / `~! ^ i r ,~ J .`~- r~ ~~ ~~~t~ ` r oa~ozrzoa~ ~~~ ,~~;,1-~ ~:--.~.~ theTRUSSco. (rrc~ 2-g-15 5-~-2 Job Truss 1224A J22 Tne Truss Co.. 6umror WA / EugOne OR, DNL Page 12 of 14 Truss Typs .. .Oty ~ ~ Ply SoundbulM Hanes / RWMtY JACK 2 t I ' JODROhrOnca(optiorop 9,500 s MOr 8 2007 MITOk Irxfuctrfes, kIC Thu Aup 02 t0: t k49 2007 P0g0 7 Stele • 1:8.5 1 LOADINO(psry gppppp 2-0,-0 TCLL 25.0 Plates Inaoese 1.15 CCDL 80 Lumber lrxrease 7.t5 BOLL 0.0 Rep Stress Ina YES BCDL 7.0 Code IRC2008/TPI2002 LUMBER TOP C71ORO 2 X 4 HF No.2 6OT CHORD 2 X 4 HF/SPF Slud/STD REACTIONS (Ib/slze) 2=?81!43-8, 4=1310.5A, 3=-7IMechertical Max Horz2=54(LC 5) Max UpOR2=-100(LC 5), 3=~(l.C 1) Max Grav2=281(LC 1). 4=33(LC 2), 3=15(LC 5} FORCER (Ib) ~ M9xirtxxn Compress,on/Maxhnum Teneion 7OPCIIORb t-2=0140.23--Bald BOT CHORD 2~--ODD i-71-11 0-0-5 CSI DEFL In poc) Udeg Lp I PLATER GRIP TC 0.33 VeA;LLj -0.00 2 >09g 300 ' MT20 195lt48 BC 0.08 veA(TL) -0,00 2i >009 240 W8 0.00 Horz(TL) -0.00 3 rVa rl/e (Malrlx) WelghC 7 ~ BRACING TOP CHORD SBUCturd woad cfiealhing dirocgy applied or t-t 1-11 oc pudirrs. 601 CHORD Rlgitl celllrg direc9y applbd or 10-0-0 oc bracing, M WFRS gOda atd zone; cantllever hR erw r1gM exposOtl , erW boltem LOAD CASE(S) $Ufltlard ~i~~7 `- ~.~. ti~ . ~ l,`~ ' ~ ' .., '! ~` 08!02@007 J~~ ~'. ,g~ Y theTRUSSco. (NC. 9.5 1 LOA OINO (psi) SPACING 2-0-0 TCLf. 250 Plates Increase 1.15 TCDL 8.0 Wmber Incroase 1.15 BCLL 0.0 Rep Stress Ina YES BCDL 7.0 Code IRC2006/TP12002 WMBEA TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 x 4 HFBPF Slud/STD REACTIONS (IDlelze) 2=295/0-39. q-27/Mechanical, 3=7MedlenKS1 Max Htxz2=54(LC 5) Max UpAtt2---92(LC5}.3=-7(LC 1) Max Grav2-295(LC 1), 4~8(LC 2). 3=15(LC 5) FORCES (Ib) - Mawmum CompressWNMaxlmum Tension TOP CHORD 1.2=0/49, 2 .1=-5415 BOT CHORD 2-4=0b LOAD CASE(5) Standard 1-11-11 _ 2-8.5_ CSI i DEFL in (loc) Udefl Lb ~ PLATES GRIP TC 0.33 Vert(LL) -0.OZ 2d >999 3130 MT20 1851148 BC 034 Vert(TL) -0.03 2d >998 200 wH 000 HorztTL) -0.00 3 Ne Ne (Mebix) I Welghl: 1010 BRAGNO TOP CHORD StrucWrel wooo ShaeNing diredty applied or 1-11-t 1 oc puAlns. 80T CHORD Rig1d ceAing drewy applied or 10.8- 0 oc bradng. enclosed; MvVFTtS gaDb end ions, cantNever leri and right exposed :end lh eny ether IWe loads. wren for quaihy ossurance Irl9peclWn. yeas where a reGangte 3b8 lal by 2-0-0 wtde wAl fll beNreen the bottom ~. ~ ! T 1~MM •,~' ~.y} / ~~ F f e4 ~,L't1 r .~L• fir, 1r:tc1}Y.Y~~`: ~~fr.fa,g _12?14rp Qarozr2oo~ k~ E7o~.vrr^ ~' the'TRUSSco, rnlc. Job Truss Tnns T ~ ~ Pege 13 of 14 YP Oty Pfy ,SoundtwlllHomos ! RW/MY 1224A J42 JACK 2 1 _ Job Roferonce (apllarop The Truss Co., Sumner wA /Eugene OR. DNL ~ ~ 8.560 s Mar ~ 201)7 MfTik Intlusblos, Inc. Thu Aup 6210.15:43 2007 Pege 1 - -?-~-.,.- ~ 1-11-11 4-0-0 JOD Truss 7224A J44 TDB Truss CO.. Sumner WA / Eugv+a OR. DNL _ _ _ Page 14 of 14 Truss Type ~Ob Ply Soundpr4tr Homas ! RWJMV JACK ,10 1 Jo0 Refwerx:e (oprxmal) B.SOD s Mer B 2CA7 MiTak indusrnes. Inc. Thu Aug 02 70:75:44 2007 Pape 7 Scale ~ t;t2Z 7 LOA DING(psl) SPACING 20-0 TCLL 25.0 Piales Increase 7.15 TCOL 8.0 Lumber Irxfease 1.75 BCLL 0.0 Rep Stress Incr YES HCDI. 7.0 Code iRC2006/7PI2002 LUMBFJ2 TOP CHORD 2 X 4 HF No2 H07 CHORD ? X 4 HF/SPF Stud/STD REACTIONS (Ib/slze) 3=8:AMecherural, 2=33310-3-0. 4=27lMachanical Max Hoag=77(LC 5) Max Upld13=•23(LC 5), 2=-el(LC 3) Max Grav3=85(LC 1), 2=333(LC 1), 4~d(LC 2) FORCES (Ibl-MezinErmComprcssbNMaximum7enslon TOP CHORD 1.2=0/49, 2-3=b7/24 BOT GHORD 2-0=0/0 4-0.0 CSI DEFL in (bc) IJOB11 Lk1 PLATES GRIP TC 0.38 ~ Ver1(LL) -0.01 2-d >999 380 MT20 185/748 BC 0.32 ~ Vert(TL) -0.03 2d >990 240 WB 0.00 ~ Morz{TL) -0.OD 3 Na Na (Matr ix) i We1gM. 12 tD BRACING TOP CHORD SWCtural wood sheelhing 6rec0y apples a 4-0-0 oc purling. BOT CHORD Rlyid cellM7g dMHClly epplled or t0~0A oc Drxing. II; Exp H; enclosed; MWF RS gable end tone; Cemllever leR an0 right Exposed ,end }K behveen a,a bottom LOAD CASE(S) Standard (FF-11-SS) format ~. s 1 ~•~ J -; ` ~`~'~ O ~ .~,~„. ~ f ~ .4'' ~~'-: J17`'1~kr~ `' ~y.P,RL~ __72t1drOJ 08102!2007 to ~~ -:~.v •I ._i~ theTRUSSco. [NC:.