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07-0403 Permit Pkg 122707$$ =~£ a ~; ~~_ O ~ ~ -~-I rt ^Z ~ UJ _~ (~ ~ n m ~ ~~ Q~ ~~ ~o _~ o~ ~~ ~~ o ~ ~ a~ m ~~ x~ ~ o ~N ~~ ~~ _~ v ~o -~ o ~~ ~o ~. N va ~ N ~ n (D ? w ~ ~° D W m ~ y ~• Q. ~. Q n cn c ~ ~ m ~ ~ ' ' ~ o Q. ~ ~ m N m Q. •J ~ D _ > > ~ (~ v o _ Q ~ X ~ m m = ~ m c Z 0 v W cn a ~ ~. c~ ~ m ~ ~ ~~ m ~ ~ m =~ Z m c a ~ ~ Q ~ s m 0 o W ~ r ~' co ~ o ~ n ~ n ~ C ~ 7 ~ r m m 0 -~ ~~ -~ z o ~ m v' Q 00 ~ ~ ~ n m m ~ ~ D Z ~° Qv n3 n a ~ . ~ c n _ ~ ~ W N~ CO ~ .°p v' w° ~ o ~ C7 r ~ n ~_ fD n N ~ ~~~ ~. D~ N °~ m 7, ENO ~~~~ oo~o c)m~m o .~ o o~ N ~ I m ~ m ~ r n ~ ~ ~ m c ~ r _v o Z ~ ~ c v n ~ n ~ ~ ~ m z City of Yelm Community Development Department Building Division Phone: (360) 458-8407 Fax: (380)458-3144 Applicant: Name: McCammant Homes Address: 20407 Cascade Dr. E #1 City: Bonney Lake Property Information: Site Address: 903 Crystal Springs Road Assessor Parcel No. 33020000100 Subdivision: Contractor Inforrrai~on: Name: McCammant Homes Contact: Address: 20407 Cascade Dr. E #1 City: Bonney Lake Contractor License No: MCCAMH1110CW Expires: 02/03/0934 Project Information:: Project: McCamment Homes Description of Work: Fourplex units 5 to 8 Sq. Ft. perfloor: (1st) 2400 (2nd) 2400 (3rd) 0 Heat Type (Electric, Gas, Other): ELECTRIC Fees: Item --------------------------- Building Permit 100-500k Building Plan Review Mechanical Permit Plumbing Permit Sewer ERU Sewer Inspection Water ERU Traffic Facilities Charge Fire District Impact Fee State Building Fee Consumer Dep Water Meter (SFD) TOTAL FEES: Applicant's Affidavit: Item Fee Base Amt Unit Fee 2,752.15 993.75 1,758. 40 1,788.89 0.00 0. 00 287.00 0.00 0. 00 300.00 20.00 280. 00 17,175.00 0.00 17,175. 00 580.00 0.00 580. 00 4,500.00 0.00 4,500. 00 3,062.40 0.00 5,104. 00 1,036.80 0.00 1,036. 80 4.50 4.50 0. 00 360.00 90.00 0. 00 1,200.00 300.00 0. 00 $33,046.74 Permit No: BLD-07-0403-YL Issue Date: 12/27/2007 (Work must be started within 180 days) Receipt No: 51655 Phone: 253-862-8928 State: WA Zip 98391 Lot: Phone: 253-862-8928 State: WA Zip: 98391 Business License: Garage 0 Basement 0 Unit Rate No. Units Unit Desc ---------- 5.6000 ----------- 314.0000 ------------- $1,000 0.0000 0.0000 0.0000 0.0000 7.0000 40.0000 Fixture 5,725.0000 3.0000 ERU 145.0000 4.0000 ERU 1,500.0000 3.0000 ERU 1,276.0000 4.0000 Peak PM Trip 0.2160 4,800.0000 square foot 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 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 those governing zoning and land subdivision, and in addition, all covenants, easements and restrictions of record. If applying as a contractor, I futher certify that I am currently registered in the State of Washington. Signature Date . • ~ Firm G ~~. N1 eK ~_ !1/~Q OFFICIAL IJSE ONLY # Sets of Prints: Final Ins Date: $y: ~~oF TNF~,~~ City of Yelm '~,~ Community Development Department a n+ Building Division ,~~;._ '~ Phone: (360) 458-8407 r. ~.~` YELM Fax: (360) 458-3144 Permit Fees Schedule Permit No: BLD-07-0403-YL Applicant: Name: McCammant Homes Phone: 253-862-8928 Address: 20407 Cascade Dr. E #1 City: Bonney Lake State: WA Zip 98391 Project Information: Project: McCamment Homes Description of Work: Fourplex units 5 to 8 Site Address: 903 Crystal Springs Road Assessor Parcel No. 33020000100 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 ----------- 2,752.15 ----------- 993.75 ----------- 1,758.40 ----------- 5.6000 ----------- 314.0000 ------------- $1.000 Building Plan Review 100 001-345-83-00 1,788.89 0.00 0.00 0.0000 0.0000 Mechanical Permit 032 001-322-10-00 287.00 0.00 0.00 0.0000 0.0000 Plumbing Permit 032 001-322-10-00 300.00 20.00 280.00 7.0000 40.0000 Fixture Sewer ERU 802 412-343-50-01 17,175.00 0.00 17,175.00 5.725.0000 3.0000 ERU Sewer Inspection 805 412-343-80-00 580.00 0.00 580.00 145.0000 4.0000 ERU Water ERU 715 401-343-80-02 4,500.00 0.00 4.500.00 1,500.0000 3.0000 ERU Traffic Facilities Charge 420 120-345-85-00 3,062.40 0.00 5.104.00 1,276.0000 4.0000 Peak PM Trip Fire District Impact Fee 105 001-345-85-00 1,036.80 0.00 1,036.80 0.2160 4 ,800.0000 square foot State Building Fee 160 001-386-00-00 4.50 4.50 0.00 0.0000 0.0000 Consumer Dep 740 402-389-00-00 360.00 90.00 0.00 0.0000 0.0000 Water Meter (SFD) 712 401-343-80-01 1,200.00 300.00 0.00 0.0000 0.0000 TOTAL FEES: $33,046.74 - ,, ,. ~ _ ^- n, - -~~ _ _ _ ~. - Syr. _a } a•- r ~~ - - .-....~~.s= ~'*y~'"NIRTY THREE THOUSAND FORTY SIX DOLLARS & 74 CENTS i~iCCAT1t-iANT HOMES 2E'4a7 CASCADE DR. E By^NidEY LAKE GSA 98391 BLL-~7=~~~~3-=vJ __ - ~T = = - - 13l2'/07 51655 BUDGETARY iICHELLE 33,046,74 CHECK 18018 -- ~ • ~' ~; .~ _._ ~~J-~ g -* * *""rnHZRTY THREE THOUSAidP, FOUR HUNDRED SEA/EN DOLLARS & 98 CENTS iICCAtiMANT HOiiES INC ?~~407 CASCADE DR E BONNEY LAKE 4JA 98391 BL D = 0~ _ _~? 4'~ i = Y~, 12/~7/'J7 5155b 33,4c~7.98 CHECK BUDGETARY tlICHELLE 18©18 LUMBERMENS TRUSS DIVISIC)N Warnings: 1. READ ALL GENERAL NOTES AND WARNINGS BEFORE ERECTION OF TRUSSES. 2. BUILDER AND ERECTION CONTRACTOR MUST READ ALL GENERAL NOTES AND WARNINGS BEFORE ERECTION OR INSTALLATION OF TRUSSES COMMENCES. 3. COMPRESSION WEB BRACING MUST BE INSTALLED WHERE INDICATED BY ® ON THE TRUSS ENGINEERING. 4. ALL LATERAL FORCE RESISTING ELEMENTS SUCH, AS TEMPORARY AND PERMANENT BRACING, MUST BE DESIGNED BY THE DESIGNER OF THE COMPLETE STRUCTURE. LUMBERMENS TRUSS DIVISION ASSUMES NO RESPONSIBILITY FOR SUCH BRACING. 5. NO LOAD SHOULD BE APPLIED TO ANY COMPONENT UNTIL AFTER ALL BRACING AND FASTENERS ARE COMPLETE AND AT NO TIME SHOULD ANY LOAD GREATER THAN DESIGN LOADS BE APPLIED TO ANY COMPONENT. 6. MITEK HAS NO CONTROL OVER AND ASSUMES NO RESPONSIBILITY FOR THE FABRICATION, HANDLING, SHIPMENT AND INSTALLATION OF COMPONENTS. 7. THESE DESIGNS ARE FURNISHED SUBJECT TO THE LIMITATIONS ON TRUSS DESIGNS SET FORTH BY THE TRUSS PLATE INSTITUTE IN "BCSI-61 SUMMARY SHEET -GUIDE FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES" A COPY OF WHICH IS ATTACHED. 8. DO NOT INSTALL DAMAGED OR BROKEN TRUSSES. 9. DO NOT CUT, ALTER OR DRILL ANY CHORD OR WEB MEMBER OF THE TRUSS. General Notes, Unless Noted Otherwise 1. TRUSSES DESIGNED TO SUPPORT LOADS AS SHOWN ON TRUSS ENGINEERING. 2. TRUSS DESIGN ASSUMES THE TOP AND BOTTOM CHORDS TO BE LATERALLY BRACED AT 2'-0" o.c. AND AT 10'-0" o.c. RESPECTIVELY UNLESS OTHERWISE NOTED. 3. 2X4 IMPACT BRIDGING OR LATERAL BRACING RECOMMENDED WHERE SHOWN BY ON THE TRUSS ENGINEERING. 4. INSTALLATION OF TRUSS IS THE RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR. 5. TRUSS DESIGN ASSUMES TRUSSES ARE TO BE USED IN ANON-CORROSIVE ENVIRONMENT AND ARE FOR "DRY CONDITION" OF USE. 6. TRUSS DESIGN ASSUMES FULL BEARING AT ALL SUPPORTS SHOWN. SHIM OR WEDGE IF NECESSARY. 7. TRUSS DESIGN ASSUMES ADEQUATE DRAINAGE IS PROVIDED. 8. PLATES SHALL BE LOCATED ON BOTH FACES OF TRUSS AND PLATED SO THEIR CENTERLINES COINCIDE WITH JOINT CENTERLINES. 9. DIGITS INDICATE SIZE OF PLATE IN INCHES.. 10. FOR BASIC DESIGN VALUES OF MITEK PLATE, INDICATED BY THE PREFIX "Mil", SEE ICC ESR-1311. 11. THE MITEK NET SECTION PLATE HAS THE SUFFIX "HS", THE DESIGNATOR (18) INDICATES 18 GA. MATERIAL IS USED. ALL OTHERS ARE 20 GA. 3136 B ST T W ,~ 2 -8~,~-.,1050 ,~ ~~_ ON x~ n x i- STANDARD GABLE END DETAtL Mll/SAG - 20 14/Z7/20D4 ~ PAGE 1 OF 2 ~~ 4x4 = ~.OIAGONAL OR L -BRACING REFER TO TABLE BELOW SEE PAGE 712 FOR -ALTERNATE BRACING DETAIL - 1X4 OR 2X3 (TYP) VARIES TO COM. ~I Z TRUSS T MiTek Industries, Inc. Western Division SHEATHING (BY OTHERS) 24" MAX h //II za' o.c, 3 112" ~1 112" NOTCH AT 24° o.c. (MIN.) TOP CHORD NOTCH DETAIL 3x5 = ' .. .. ONT. SR 1 A M I VERTICAL STUD ~ TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS WIBd NAILS SPACED AT 8" O.C. LOADINC~psfl SPACING 2-0=0 TCLL 50.0 ., Plates increase 1.15 TCDL 10.0 Lumber Increase 1.15 i BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code ISC/lRC TOP CHORD 2 X 4 DFUSPFIHF - No.2 BOT CHORD 2 X 4 DFL/SPF/HF - STUDISTD OTHERS 2 X 4 DFUSPF/HF -STUD/STD 2X4 LATERAL BRACING A5 REQUIRED PER TABLE BELOW END WALL IGID CEILING MATERIAL LATERAL BRACING N AILING SCHEDULE VERT, .HEIGHT # OF NAILS AT END u P T o 7'-0" - OVER 8'-6" 4 - 16d ~ MAXIMUM VERTICAL STUD HEIGHT ~ ,~ SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L -BRA 12 INCH O.C. 6-7-0 13-2-0 1 -0-0 16 I CH O.C. _ ~~.~ - - 24 INCH O.C. _ _ _LI._ - ~~'~ NOTES ~tRES t2-f9.06 1) VERT. STUDS HAVE BEEN CHECKED FOR B5 MPH WIND 3-SECOND GUST ,EXP. 8, HEIGHT 3D FT -~ 2 CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 4) BRACING SHOWN t~FOR INDN DUAL TRUSS ONLYO. CO SULT BLDGI ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT Q C ~ 2 5 ~~U~ BRACING OF ROOF SYSTEM. 5) DETAIL A (SHOWN ABOVE) APPLIES TD STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT. STUD HEIGHT OF 6'-6". TOP CHORD NOTCHING NOTES 1)THE GABLE MUST 8E FULLY SHEATHED W/RIGID MATERIAL ON ONE FACE BEFORE NOTCHING IF STUDS ARE TD BE SPACED AT 24" O.C. ATTACH SCAR (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD W ITH 10D NAILS SPACED AT 6" O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED. , 2) NO LUMBER DEFECTS ALLOWED AT OR ABDUT NOTCHES. 3) LUMBER MUST IJfEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Contlnued on page 2 a WARr,~fO- IIe~ design parameters nn6 JtEAD NOT68 ON TJffS AND'7NCLODED MlSSEIIC ;~f•tr•emu~ AAOE t~ T478 BEFORA DBE. BIMi ORerlheck L.9nB ~ ~m Design vo0d iar the only w8h MRek conneelorc. ihls dedpn 4 bated only upon parameters thaws, end fi for an fndNMuol btdidktp component. CUnm Helphu:, I:p., 9681 App9aabt0ly of datlpn paramsnlers and proper Inssrpsxalton of component h retportdfamly of buNdinp dedpster • not inns det{pner. 9radn0 shown k la folroi tts~ of indlvfduel wbb members only. Addllbnat Iemposoty brpsdttp to Irntpe tlohlBly dtRhW smntlruclbn 61hs rsspontlblply of the erector. Addl tonal perrnonenl brodnp al lhs ovescd clrucltsro k the retpossslhlYly at Iha btAidlnp detlpner. For general ptddsmcs repstrdfnp ~ ~~~ IoMeallon, que8fy canlraL dsxape, deNery, ereellon and brodnp, mntup kNSI/fP11 Qudlly Crlier{st, DS9.84 and 90511 9tslldirtp CompeneN ~ Saitty Infemmibn wa6able GomTruss Phle k~tl9ula, 583 D'Ortofrlo Drive, Nwdbon, Wt 53719. POWER TO PEA2FORM." Re: 08-0082 CRYSTAL SPRINGS DUPLEX MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 9161676-1900 Fax 9161676-1909 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Lumbermen's Bldg Center-Auburn, WA. Pages or sheets covered by this seal: 827839672 thru 827839673 My license renewal date for the state of Washington is August 1, 2008. r ~,tyt~;R S. Tl j~r~`~,, ~'~.. ,tp G~,~.1St~~. ~' r. e `~ `"' _~; ~~~ ~~ ~XPIRE~~~ February 15,2008 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. Job Truss Truss Type Qty Ply Rl G S DUPLEX p 827839672 08-0082 1-GE GABLE 4 1 o Job Reference Truss-Span Lumbermens, Auburn,WA 98001 1-6-0 15-0-0 5x6 MII20 = 12 <I1 0 30-0-0 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Feb 14 10:40:07 2008 Page 1 15-0-0 3I~ d LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.15 Vert(LL) -0.01 23 n/r 120 MI120 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.05 Vert(TL) -0.01 23 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 22 n/a n/a BCDL 10.0 Code IRC2006/TP12002 (Matrix) Weight: 1521b LUMBER BRACING TOP CHORD 2 X 4 HF 1650E 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 HF 1650E 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 HF Stud/Std REACTIONS All bearings 30-0-0. (Ib) - Max Horz 2=66(LC 5) Max Uplift All uplift 100 Ib or less at joint(s) 2, 34, 35, 36, 37, 38, 39, 40, 41, 31, 30, 29, 28, 27, 26, 25, 22 Max Grav All reactions 250 Ib or less at joint(s) 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 32, 31, 30, 29, 28, 27, 26, 25, 24 except 2=254(LC 1), 22=254(LC 1) FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 85mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ;end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurcent with any other live loads. 5) All plates are 2x4 MI120 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) This truss is designed in accordance with the 2006 International Residential Code sections 8502.11.1 and 8802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard ,T ,~~ 12 S. - y~,~'(, ~` -,l Slfr. ~' ~r~ ' If 6 ~iST ~'~ ~-~~ ~S~fC)y,1t ~x'"~~ EXPIRES: 08-01-08 February 15,2008 ® WARNING - Ver{%y design parnmeters nM READ NOTES ON THIS AND INCLUDED b4TEK REFERENCE PAGE -fB-7473 BEFORE USE. ~~ Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an individual building component. pplicability of design paramenters and proper incorporation of component is responsibili}y of building designer -not truss designer. Bracing shown _ is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibiility of the '~~~(~ erector. Additional permanen} bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Powre,o PEeroaM. fabrication, quality control, storage, delivery, erec}ion and bracing, consult ANSI/1'PIl QualHy Criteria, DSB-89 and BCSI7 Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Ins}itufe. 583 D'Onofrio Drive. Madison, WI 53719. Citrus Hei Ms, CA, 95610 1-6-0 Style = 1:53.5 4x8 MII20 = 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 4x8 MII20 = 5x8 M1120 = Job Truss Truss Type Qty Ply CRYSTAL SPRINGS DUPLEX 827839673 OS-0082 1-TR HOWE 39 1 Job Reference o tional Truss-Span Lumbermens, Auburn,WA 98001 1-6-0 dI1 0 7-9-14 7-9-14 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Feb 14 10:40:08 2008 Page 1 7-2-2 7-2-2 5x6 MI120 = 4 7-2-2 7-2-2 7-9-14 1-6-0 Scale = 1:53.5 7-9-14 Id LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.59 Vert(LL) -0.15 9 >999 240 MII20 1851148 TCDL 10.0 Lumber Increase 1.15 BC 0.62 Vert(TL) -0.37 2-10 >946 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.13 6 n!a n/a BCDL 10.0 Code IRC2006lrP12002 (Matrix) Weight: 1091b LUMBER BRACING TOP CHORD 2 X 4 HF 1650E 1.5E TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins. BOT CHORD 2 X 4 HF 1650E 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 HF Stud/Std WEBS 1 Row at midpt 3-9, 5-9 REACTIONS (Ib/size) 2=1450/0-5-8, 6=1450/0-5-8 Max Horz 2=66(LC 5) Max Uplift2=-63(LC 5), 6=-63(LC 6) FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2692/26, 3-4=-1835!49, 4-5=-1835/49, 5-6=-2692/26 BOT CHORD 2-10=-5/2380, 9-10=5/2380, 8-9=0/2380, 6-8=0/2380 WEBS 3-10=0/320, 4-9=0/847, 5-8=0/320, 3-9=893/82, 5-9=-893/83 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 85mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ;end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) This truss is designed in accordance with the 2006 International Residential Code sections 8502.11.1 and 8802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard _._ WARNING - Very(y design parameters and READ NOTES ON THIS AND INCLUDED bIITEK REFERENCE PAGE MII-7473 BEFORE USE. ~~~ Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. iCiCiC------ Applicability of design paramen}ers and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction u the responsibillity of the N1iT~k~ erector. Additional permanent bracing of }he overall structure is the responsibility of the building designer. For general guidance regarding PowEa ,o rrAroaH. fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/TPII QualBy Criteria, DSB-89 and BCSII Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute, 583 D'Onofno Drive, Madison, W 153719. CRrus HegMS,. CA, 95610 4x8 M1120 = 10 9 8 4x8 M1120 = 2x4 MII20 ~ 5x6 MII20= 2x4 MII20 ~~ EXPIRES: 08-01-08 February 15,2008 `n-J" ~ N c D m -~ D o c D to a r ~Q ~ W A N ~~ I p }~ n~ O W ~ •i~ m ~ Q ~ ~ V ° `" c c pQ Q n D w ~ n °- °~~' m o o- f7 o n. O ~ ~'~ ~ ~ n~ !'! Z art ~ O °~ o C° y o Q ~-~ ~: o~ 5 O -~ a n -~ ~ z N ~S~°G~nQ~o cQC Q 5'~'<a r 30.3 ~y °~~ QQO °': Q~D~°~ D ~Q o ~ a° ~. o-_.-o Q ~ ~~° n m ° ~-_ m a ~ ~~ m co a ~ m CD -. v oD°-o°m~ mood Q ~•~ D ~~~4 =c ~Q3 00~, ~~N,Q~ p Q~•~~ QQ~ f ~ m c a ~ ~° Q c o a~ ~ ~ o ~` Q ° -° ~ ycQpcp~~-O z'cD0 p O_~3~ 3cDQ- ~ O N a. 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"' a c n o c° .< ~ ° ~ s ~ N ~ Q ~ ~~ n n a -o ~ ~. ~ n~ a n ~ m `m ~ s o zn ~~ ~ N ~ o s m ~~ 4 N C• ~ H o a ~ "-o Q ~ o o m ~ n -.n m ~ _~ ~. ~ ~g ~~ ° a. ~ ~ n c `moo m n N sn ~ s~ mo 0o n°- ° m v-o m m ~ ~` m ~ ~ ~sm ~ ~ ~ Q Q ° co N~ a `° 6 m J a n°' mQ a~ m'n o3 Jo °fl ~. ~s a~ o°~ a~ vCi ~~ n m ~ ? o $, ~ ~ o o _" ~ ~ - n ° as ~ ° ~ m `o s o ~ c N n ^' ~ c°' v, (D ~_ 00 ~n ~ s° oa a ~ m ~s s a ~co m n w ~ mfl- ~~ ~ ~ 3~ o n a 7 ~.~ ~~ m o a ~ o mo ~ O c ~ ~ so ~ ~ 0 rt N STANDARD GABLE END DETAIL MIIlSAC - 2d 4/27/2004 PAGE 2 of 2 „4- 1Uq NAILS IVIIIV. ,rL.TVVVVU 5t-ItHI I"lINCU .~ TO 2X4 STD. DF-L BLOCK ~, ~'`~.. 2X4 BLOCK SiMPSON A34 - OR EQUIVALENT 2X4 No. 2 OR BTR GABLE EN 6'-3" MAX TO BEARING WALL +_ 45°. '2X4 5 D OR BTR SPACED @ 5'-0" O.C. SHAL E PROVIDED AT EACH END OF BRAC EXCEPT FOR BRACE EXTENDED ~ STRONGBACK INTO E CHORDS & CONNECTED TO 2X4 No. 2 OR BTR CHO S W14-10d NAILS. MAX. NGTH = T-0" NC ~'?i STANDARD TRUSSES SPACED @ 24" O:C. ALTERNATE BRACIhIG DETAIL ~o,,l EXPIRES 12-19-08 NOTES 1)2X4 N0.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 10D NAILS ~ 6" O.C. 0 C T 2 5 2Q~6 2 2X4 LEDGER NAILED TO EACH STUD WITH 4-10d NAILS . 3j2X4 STRONGBACK TO BE CONNECTED TO EACH VERT. STUD WITH 2- 10d TOE NAILS 4)THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX NAILS (0.131" DIA. X 3.0" LGT) THIS ALTERNATE BRACING DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1. MAXIMUM HEIGHT OFTRUSS = B'-6", UNLESS OTHERWISE SPECIFIED BY PROJECT ENG. OR QUALIFIED BUILDING DE51GN_ER. . 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = T-0" ~ ~' 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4'-0" O.C. MAX. 4. 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