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6750 SW BONITA ROAD-4 r�. rn; 1 ;1. yl j; Y. rS 1 MEZZ. JOIST ,¢rn j� `tggp� � 3-1/2'BEAM Q MEZZ. "L" T!-StrinO"' v5 W SMW Nun+Wr 600240003 r ' � 5-1/4"BEAM Q MEZZ. V 14" TJI�/H00 JOIST @ 16.0" o/c ` ��•W Tom" ,550 ' NvmWr600240003 3.5" x 14" 2.0E Parallam® PSL PNOi o EtSLA 0162M 2060 335 Oat t TJ•ST@&N• vIII6 W 1412942 "++b*r 834Poo3 5.25" x 14" 2.0E Parallam PSL MASTama E1111 06'20/2000 13202PM Pw0■t d 2 &.ad Coda 130 YASTada E t t t t 06r,ta0000 1 26 04 PM Pplr t o t Built Code 130 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATICN AND LOADS LISTED Prep.t a t Bub coo._ THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED -- - ' July 31,2011) Product Diagram Is Conceptual. Yorke and('uitls(;eneral Contractors AD Product Diagram Is Conceptual. LOADS; Product Diagram Is Conceptual. 4490 SW 101"Ave Analysis for Joist Member Supporting FLOOR-COM.Application. Loads(psf): 1..^.5 Live at 100%duration, 15 Dead,0 Partition Supporting FLOOR•COM Application. Tributary Load Width 10' Beaverton,OR. 97(9)5 Analysis( Beam Member Suppll Analysis for Beam Member Supporting FLOOR-COM.Application. Tributary Load Width: 10' Loads(psf). 125 Live at 100%duration, 15 Dead,0 Partition,and: Ann Rob Yorke INPUT BEARING REACTIONS(Ibs.) L.oads(psf`): 125 Live at 10096 duration, 15 Dead,0 Partition,and TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT WIDTH LENGTH LNE/DEAD/TOT. PLY DEPTH DETAIL OTHER �'E C1ASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform f F Re. Atiyeh Bros. Retail-TJNCN24B00061 +1 ParallamO PSL,PPCB 3.50' Hanger 1712'205/1917 1 14.0' Detail 11 Un(fuxm(ptO Fkoor(1.00) 0 100 0 to 17 5.5" Adds to wall (RI) loor(1.00) 0 1 W 0 to T 9" Adds to wall 07 Parallam®PSL,PPC8 3.51!' Hanger 1712/2051 1917 1 14.0' Detail 11 SUPPORTS: SUPPORTS: INPUT BEARING REACTIONS(lbs.) -Web stiffeai(irs ars required at sINPUT BEARING REACTIONS(ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER Ucar Mr Yorke,Yorke,e, uppat(a): 1.2. See TJI JOIST INSTALLATION INFORMATION for nailing requirerrisrits. WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 20 Stud Wall 4.5" 4.5' 4844/1028/5872 1 14.0' Detail 11 Blocking HARGERS: Simpson Strong.lie Connectors® 1 2x4 Stud Wall 4.5: 4.5' 7786/1700/9487 1 14.0' Detail 11 Blocking 2 2x4 Stud Wall 4.5' 4.5' 4844/1028/5872 1 14.0' Detail 11 Blocking the enclosed calculations(pgs.2- 16)represent an analysis of the Trus Joist products supplied and shown REVERSE T.F. T.F. 2 2x 1 Stud Wa.l 4.,. 94 4.5' 7786/1700/ 87 1 14.0" Detail 11 BkoG(ing on our enclosed shop drawings for this project. MODEL SLOPE SKEW FLANGES OFFSET SLOPE DESIGN CONTRO. Top MiT414' No WA No 0 DESIGN CONTROLS: ' the analysis shown f,r each individual t of roduLK is Output from software developed b Trus Joist M T MfT411' MAXIMUM DESIGN CONTROL CONTROL LOCATION MAXIMUM DESIGN CONTROL CONTROL LOCATION Y YTS P � Y Top No WA No 0 Sftear(Ib) 5493 3536 9473 Passed(37%) LL end Span 1 under Floor loading design values. J Engineeringproduct v al s shown are hits verified+h analysis.ewith curtew TJ materials and code accepted T6e input losd(t)and dimensions have been -Nailing:left(Mfr414' -Face:2-16d,T 4-18d,Member.2-N 10 4() ) 29224 27224 14210 Passed(50%) LL and Span 1 under Fkrx loading Mom efl.(i ) 9956 .068 ?7161 Passed(37%) MID Span 1 under Floor loading ) Top: lJvs�fl-Nb 4074 Passed(67%) MID Span 1 under Fk3or loads LJw Dell• i 0.068 G 242 Passed(Lt•999+) MID Span 1 under Floor loading provided h others and must be verified and approved for the rC application b the design Nalling:Right'MFr414')-Face:2-16d,Top:4-11x4,Member.2-N10 UveTotaOAA�) 0.275 0.399 Passed L/523 MID Span 1 under Floor loading Total Def.(in) 0.082 0.363 Passed(L'999+) MID Span 1 under Floor loading P Y PPS Y ( ) 0.335 0.598 Passed(U429) MID Span 1 under Fk3or loading professional for the project. Deflection Criteria:MINIMUM(LL:L(360,TL:L1240). P P J _ DESIGN CONTROLS: - Deflection C;rttwfa:MINIMUM LL:L/36(l,TL-L/240). Please contact lit Oce have uestions. MAXIMUM DESIGN CONTROL CONTROL LOCATION .Braclrlg(Lu):All Ion( Bracing(Lu):All compression edges(lop and bottom)must be braced at 46.2'do unless detailed otherwise. Proper attachmerit and Y 9 Shear(Ib) 1863 1663 21 oars[" ndgus flop and bottom)must be traced at ST do unless detailed otherwise. Proper attachment and posMloning of lateral bracing h required to achieve member stability, 25 Passed(88%) LL end Span 1 under Floor loading Ping ox lateral bradrg Is required to achleve member stability, -Concentrated Riad requirements for standard nongwkiential floors have been considered. Raactlori(Ib) 1863 1863 1863 Passed(100%) Beaidng 1 under Floor loading -Concentrated kaad requirements for standard non-residential floors have been consklerdd. ,••• «„ car+• '�l, ' ¢•+ 1 t c y A. Moment(R-Ib) 9294 9294 ' U ' r . `'"' F r r' 12454 Passed(75%) MID Span 1 under Floor loading ADDITIONAL NOTES: Llw •M) 0.636 0.665 Passed(L/378) MID Span 1 under Floor loads ADDITIONAL NOTE2* w K.' s +�,�. ft v'� r -MAPORTMfTi The artalysls presented Is output from soAware developed by Trus Joist(TJ). AlkawaWe product values shown aro In Sir ce)EIy�' �yi �Jr �P` �.� ,• � •? i t' y' } TJ Total M) 0.713 0.998 Passed(V,i36) MID Span 1 cruder Floor loading -M�IPORTMITi The analysis presenteJ b output from soRware dev Trus Jarst J Alksvrable Q� + c zl,rr Rang 52 45 Passed Span 1 aeo0rdana wlfdi txirTsrt TJ tfifterlab and Code accepted design valusa TJ EngkAaerirp itis vsrlfled the product values shown aro in a000ridartoe with airTent TJ materials and code accepted design values. TJ Enginetsrtrig has verified tha urlalysis.The k pA loads and •r dlrrranalons haw boon provided by Others( 1 and must be vertfled and approved ler the applicationdesignproto 1 and must be vertfied and appvved for the . � �•.;. ,r, , •, ,. -MowatTle r:iorrierlt was kiaeasod for repetitive member usage, he dilm""have bow prom -Deflecllon CrKerta:MINIMUM(lL L/360.TL L/240.ALT:0.4' 50.0 prat). len P�wa for the prvJect -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTiM1oN VOIDS THIS ANALYSIS. Olen Mu*,P.E. .�,' '.",;Jc$;} : :)► `vV}M ' r +t •; �' apseNlc application by the des t NW Regional Engigeeir . - e n a^aM�is based on oorrtpostte acllori with single layer d the appropriate span-rated.GLUED&NAILED wood decking. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT r SUBSTTMION VOIDS THIS ANALYSIS. -AYowabls Strias n Trus Joist ''" �:' „, Brac�(Wr All compression�us(top and )must be braced at 6'do tnkssa detailed otherwise. Proper attadTiTiertt and -Allowable Stress nalyft the TJ C nmiihrdal Design iretttodology wills used ler Code UBC a Design methodology was used for Code UBC ana"rig the TJ Commensal product listed above. Product Rated above. •,'« in. �^ p3sitkxlirig of Wttiral t3redrig b required IQ act>leve Twrlber stabOMy. ` \�\+ -Standard(TJ Criteria)dMlection has been exceeded. or<<r -Concentrated load requirarrm its for standard non-residential flours have been considered. cc: file �' wr #1 . TJ-Pro"' RATING SYSTEM 0 0The TJ-Pm(USA)Rating System value provides additional floor performance Information and Is based on a Glued b Nailed 23/32 OSB 0 GONI decking. The controlling span Is supported by beams. Additional conskieratlom for this rating Include:Calling-None. A structural analysis of the dock has not been performed by the program. EXP tri PROJECT INFORMATION SiPERATOR INFORMATION• ATTYEH BROS.RETAIL REiN TJ PORTLAND,OR(503)520 5025 PROJECT INFORMATION OPERATOR INFORMATION: ATIYEH,OR 6750 SW Bonita Rd. I? OJECT INFGR�aATT0 OPERATQ•$UNFORMATIOiti. MEC 2000-00295 ATIYEH BROS.RETAIL REiN®TJ PORTLAND,OR(503)520 5025 ATIYEH BROS.RETAIL REYV®TJ PORTLAND,OR 503 520 5025 TIED,OR 6750 SW Bonita Pd. 6750 S W Bonita Rd, CaONa*0 2000 M Tru.Joist m warwhww„ar mur+Yw* � 2 of 25 ( ) MEC 2000.00295 TSO sew Perdnne ar,gw,,d rdrrrrlu dTom JohmT•�'O 8W TJ'�'w'"am•Inde'rki of Tms Joist, TIGARD.OR 67FO SW Bonita Rd. MEC 2000-0295 1 of 25 11* oawn sib"no•Tir Conr+rraon a is a rmprlrrwd rwtrntrt d 3fteat+Bra+pTwi C ontaim.w+a C1Raa+wrpr bW ArNTH BROTHERS RETAIL eU 2 � I / Pw*lwm 12a ler Tn,o edw•wwpmftwupr eu4rw*. TJ Pew*'and T ," C 2000-00295 a o 2000 pry Trio lo1K•w.r Trio JaW Brr4rna4 TJFro'"and T ^' (ommen wl Nu�tn=h•,i�87B'�SouiArt,i N�mpu, Sude 105�Beare�to•.O+eyon 91008�Phone 503 510 SO1S al lax 503 516 1931 4Dw+nAJOtST.w rV. ►at�AraOwrrd trewnrkdTrw,law. '/�"0 ~rad�nrrNa°r T"'.'I°yi' d of 25 ►irrrMma�arpiwnd radotrtdTru�,roar. �� a^rrourrrlu°r Tnn�o4r. 4 of x^25 '7 0111ah wmya JobeAnYEN BROTHERS RETAIL BUILDINW-1-2-BEAM us Lk vy. 16/ cwd,w,tdw,iomevtTTYEH BRDT►,ERs RETAIL euaaHays_,�aEAr+ lr� 16 _1 b ase: Y N L Location: ilk Order N: 2- 0-1047 2 AUGUST 2001 09:12:23 Snow knot Load Class: Snotr(1.15) live .,ad: 25.0 P'sf Dead load: 15.0 Psf hate: G+T:t2!+ BR0 . SETAIL Location: TIGi,h:'v, C. i'IdEr P. 2- G-4047 2 JURE 2 G� 07:52:� Des rl!n Methodolo rr�• ALLOWABLE STRESS DESIGN(ASDI SPECIAL Live Loan Deed load Starting Few Applied Rare: A1I(tn bkUS. hLlhl� _ucatluu: :.jnn., Ur. „carr a: .- ,-.•;,, , . ;�•,.' �,,rr ,;;,'�;,, Nildrn; Code- I�FO Horizontal Repetitive LOADS Units Loads Class Loads Width Location Brqq Chord To Design Me'h0oc•loggrr ALLOWABLE STRESS DESIG14ASD' Desi n Meth000io : HuLU►hr.L SItESS bEa:GNM$Vi 0t . Type Series profile Depthls) Pin to Pin Members Snow Drift Psf 4/ 4 Snow(i.Ij) 0 20' 0" 0.00" ki 6t 10 Chord Add building Code: ICF0 Horizontal kepetiti.e y rr 7) Building Code: 1�F0 Holiioritai nepetiti':e 64 A TJY PARALLEL 38.00" 38'- 0.50" • + , g p Gty. Type Series Profile Depths) Pin to Pi Members Oty. Trpe Series Profile Dept-+s• Pin to Pin 'eaoers NOT USED Snow Drift Psf 0/ 4 Snow 0 1 0" 20 0.00" Right Top Chord Add •- ri A TJY PARALLEL 35.00" 38'- 4.31" NOT USED 6 Ae TTM i'AnHLLEI Jo.uu' 37' 4.11" h6i usEL Bottrim Chord Slope -0.250"/it Right End for Concentrated !_Ds 0 n/a(0.00) 200 2' 0.00" Left Top Chord Add bottom CnA2 biopa -Tihi rut ARMLL Erna Low Uniform Psf 25 SnevU.15) to 381 6" -3.13" Left Top Chord Repl bottom Chord 5iope -0.250,ift Right End Lor --- ---- APPLICATION AND SPECIAL LOADS / TRUSS DEFLECTIONS ---- LOAD GROUP N 1 @ 48.0" O.C. Unifor■ Psf 0 n/a(0.00) 5 38' 0" 0.25" Left lots Chord Add _-_--____-_ APPLICATION AND JPECIAL LOi;bl i TRUSS DEFLECTION- .--- LOAD GROUP N 1 @ 4b.0" G.C. APPLICATION iihD SPECIAL Li4., i �r.ubJ VU LEi,Ti0ho ---- �uAD Gkuui a 1 E 4o.0 u.C. Aar Roof lad Class: Snoe(l.l5) Live lads 25.0 Psf Dead Loads 15.0 Psf Snow Drift Psf 0/ 16 Snor(1.15) 0 4' 0" 0.00" Right Tep Chord Rdd -----•-------•-----••--- SPECIAL live load Dead Load Starting From Applied Snow Roof Load Class: Snow(1.15)• Live Load: 25.0 Psf' Dead Load: 15.0 Psf Sno. coo; Load class: Jnowtl.l� live Load: .0 Psf Gerd Load: 10.0 Psf ------------------ SPECIAL Live woad Dead Load Starting From App,lea ---------- LOADS Units loads Class loads width Location Br . Chord 10 APPLICATION AND SPECIAL LOADS ---�- kept. members: NO -�--- LOAD GkUUF' 1 5 @ 48.0" O.C. LOADS J�,its Loads C:a=_: loads tiidt:� location Bri. Chord To NuT-• - -, Concentrated Lbs 0 n/a(0.,00) 300 41 0.00" Rill, Top Chord Add Snow Roof Load Class: 0now(1.15) Live Load: 2.,.0 Psi Dead Load: 1.,.0 Psf g L. ru ;t,d„ ,creep, aria brace Latera/ locos, nag■tiv( ,,"a- act torr,(a lett Ano of tress. Snow Drift Psf 20/ 0 Sttor(1.15) 0 41 9" 0.00" Left Top Chord Add SPECIAL Live Load Dead Load Starting From Applied -Snow Drift Psf 201 0 Snow(1.15) 0 41 9" 0.00" Left Top Chord Add HLITE:r+c live Load Dead Load gena Of s. Hppiieo Uniform Psi 25 Snow U.15) 10 381 6" -3.00" Left Top Chord kepl LOADS Units Loads Class Loads Width Location Brg. Chord To Uniform Psf 25 Snow(1.15) IJ 38 7" -3.13 Left Top Chord Repl SPLCI units loads Wass loads Width Location Br90. C)iord To Uniform Psf 0 n/a(0.00) 5 38' O" 0.25" Left Btm Chord Add Snow Drift Psf 4/ 4 Snow(1.15) 0 38' 6" -3.13" Left Top Chord Add Uniform Psf 0 n/a(0.00) 5 38' 0" 0.25" Left btm Lhord Add SrJr Drift ism J/ eu ynoru1.15r 0 4' 9" 0.00" kiro.ght top Chord Add Uniform Psf 25 Snow Q.1') 10 38, 6" -3.13" left To Chord Rel Uniform ism e5 Snoru1.451 lu oi' lu 0.1J" Lett top Chore kepi 5 P P Live Load Defl.: 0.567" OR L/ 806 Total Load Defl.: 0.903" OR L/ 506 Mid Span Camber: 0.616" OR L/ 743 L.. Unirorm . r u niat0.06) 5 37' 3' u.c5" Lett Bte Lriord Add Lave load tefl.s 0.563" Application l/ 810 Total load Drtl.: 0.920" OR L/ 496 Mid Span Camber: 0.613" OR l/ 744 Uniform Dsf 0 n/x(0.00) 0 38 0" 0.2011 Left Btm Chord Add Truss analysis includes consideration for multiple load group inputs. � A brace(Vir+l Las 0i-1332 Snow(1.1.`r) 0/ u u' u.vu" Right Ntr ii,. Hold Camber listed is based on Application loads only. Snow Drift Psf 16/ 4 Sr►ow(1.15) 0 4' 0" 0.00" Left top Chord Add Truss analysis includes consideration for multiple load group inputs. brace(V/H, Los u/-i33e Snor(4.15, u/ J u v.uu Right ht i, oar. Hdd e#NN------------- TRUSS CAPACITY MEETS OR EXCEEDS THE DESIGN LOAD REQUIREMENTS DESCRIBED ABOVE --------------**** g P '••• -- TRUSS CAPACITY MEETS OR EXCEEDS THE DESIGN LOAD kEOUIREMENTS DESCRIBED ABOVE --------------►aa• ------------------------------------APPLICATION LOADS ONLY @ 48.00" O.C. SPACING----------------------LOAD GROUP N IMPORTANT' The analysis presented below is output from software develo ec by TRUS JOIST MACMILLAN. _-• ' _, „ r 6 Live Loaa l'eir.. ludes un a bo. Total loco Dei... pirip Gr. Li 02b Mid Span Camber. 0.,,91 Gk L/ 706 IMI'OkTANi' The analysis presented below is output from software developed by ikUS JOIST MacMILLAN. Rept. 'embers: NO Allowable product values shown are in accordance with current TRUS J IST MAcMILIAN materials and Truss analysts includes consideration for multiple Lund group inputs. Allowable product values shown are in accordance with current TRUS MST MacMiLLAN materials and Snow Roof Load Class: Snow(1.15) Live Load: 25.0 Psf Dead Load: 15.0 Psf design values. TRUS JOIST MacRILLAN engineering has verified theana,ysis. The input loads and do ign values. TRUS JOIST M&CMILLAN engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application sea0------------- TRUSS CAPACITY MEETS OR EXCEEDS THE DESIGN LOAD kEOUlkEMENiS DLSLkibEb HbOVE -------------R.IR dimensions have been provided by others atd must be verified and approved for the specific application by the design pprofessional for the project. Truss design values have been accepted by the following IMPORTANT' the anaiysis presented below is output from software oeveiopped by TRUS JONST MacMILLAN. ler the deal n pprofessional for the Project. Truss design values have been accepted by the following agencies: CARO, ICBO, SBCCI, BOCA, LAC AND OSA Allowable product values shorn are in accordance with current TRUS JDIST MacMILLAN materials and agencies: CA(�, ICBO, SBCCI, SOCA, LAC AND OSA design values. TkUS JOIJT MacMILLAN engineering has verified the anaiysis. the input loads and ---------------------------------------------- BUILDING DIMENSIONS ------------------------------------------------ dimensions have been provided by others and must be verified and a proved for the specific application ---- ------------ ---------------------- BUILDING DIMENSIONS ------------------------------------------------ Left Bearing Face to Face of Right Bearing by the design professional for Me rq)ect. Truss design values have been accepted by the following Left Bearing Face to Face of Rilht bearing Width a Bearings Width - g r p Width - Bearings - WI th = 1 agencies: CAVO, IC 0, SBCCI, NJLA, LAC AND BSN ----------------------------------------------- TRUSS INFORMATION -----------------------------------------------••- ---------------------------------------------- BUILDING DIMENSIONS ------------------------------------------------ - -- member force- re based ------d Gr TRUSS Il Loads (0 ------------ ----------•----------------_______- ,T•�L NOTE: Truss member forces are based on Load Group 01 Total Loads (0113_101) Lett bearing Face to Face of klyht bearing NO1[: Truss member forces are based on Load Group 11 Total loads (01/3_/01) '/ Ninth = kearinys Width = 0 0 Left Clip: 6" NO-NOTCH Right Clip: 6" NO-NOTCH Left Right Left Clip: 6" NO-NOTCH Ri ht Clip. G" NO-NOTCH Left Rilht �IZ / Reactions (Mai/Min): 3241/ 1128 Lbs. 3091/ 1125 Lbs. Top Chord Pin to End 3.13" 3.13" -------------------------------------•---------- TkUSS 1HFOkMATIGN -----------------•------------------------------- Reactions (Rax/Min)t 3506/ 943 Lbs. 3 2.7/ 1011 Lbs. Top Chord Pin to End 3.13" 3.13" Bearings: TOL' FINN 1 TOP DINN 15 Btm Chard Pin to End 9.00" 9.00" NOTE: Truss member forces are based on Load Gtoutp N1 total Loads (01/3 /01) Bearings: TOP PINI 1 TOP PINI 15 Bte Chord Din to End 9.00" 9.00" Top Chord Length = 381- 7.67" of 1.5OX 4.75" 240OFF MSIR Top Chord Length c 381- 6.86" of 1.50X 4.75" 2400FO MSIR btm Chord Length = 35'- 3,82" of 1.5OX 4.75" 2100FB MSR Left Cli b" NO NOTCH ki ht Clip b" NO NO1LH Left ki99ht Pts Chord Length c 351- 3.82" of 1.SOX 4.75" 2440FB MSR Reactions (Max/Min): 3029/ 1105 Lbs. 3340/ 1109 Lbs. Top Chord Pin to End 3.13" 3.i3" 40.836 12 panels at 31.2440" 41.648 Bearings: TOP PIN# I TOP FINN 15 Bts Chord Pin to End 9.00" 9.00" 40.836 12 panels at 31.2440" 40.136 1-------I-------------------------------------------------------------------------------------------------I-------I Top Chord Length = 311-10.48" of 1.50X 4.75" 2400FB MSIR --------------------------I--- I B -2054 * -4300 it -6054 * -7494 . -8566 , -9285 . -9647 . -9653 . -9303 . -8596 . -7535 * -6109 * -4362 * -2168 B bta Chord Length = 3V-11,16" of 1.SuX 4.75" 2100EB MSR 11 B -2072 * -4342 * -6119 * -7562 . '8677 . -9419 . -9804 . -9833 . -95% . -8822 . -7783 * -6385 * -4640 s -2311 B -3283 -2343 -2038 -1546 -1104 -648 -196 257 709 .1164 1608 2093 2424 3634 -3314 -2371 -2067 -1575 -1133 -677 -225 226 680 1133 1563 2047 2463 3954 YebN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 26 40.836 12 panels at 31.2440" Q.451 Yeb1 1 2 3 4 5 6 7 d 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 3718 2400 2095 1602 1160 705 253 -200 -652 -1107 -1551 -2037 -2366 -3174 1-------I------------------------------------------- --------- ------------------------- -----------------I-------I 3752 2429 2124 1631 1169 734 282 -171 -623 -1077 -1527 -19% -2406 -3494 * 3404 * 52691* 6894 . 8132 - 9021 . 9553 . 9728!. 9547 . 9011 . 8116 . 6872!* 5246 * 3360 * B -2020 * -4316 * -6137 * -7636 . -8770 . -9550 . -9973 .-10040 . -9750 . -9104 * -8104 v -6740 * -3678 * -1864 B 1 3435 * 5323'* 6971 . 6232 . 9144 . %98 . 9897'. 9739 . 9225 . 8354 . 7130!* 5540 * 3623 * I---I-------'-----------------------------------------------'---------------•----------------------------------I---I 'i` -3004 -2213 -1876 -1393 -948 -493 -41 41e boo 1319 17b5 2275 2659 377e I---I---------------•- -----------------------------------------------_-_-____________�__________________ _I---I 25.21 13 panels at 31.2171" 26.03 Yeb$ 1 2 3 4 5 6 7 8 9 IU 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 25.21 13 panels at 31.2171• 25.21 3406 2271 1932 1449 1004 549 98 -356 -808 -1262 -1708 -2186 -2608 -3354 (h Truss Haring Point Lal 5/8 • pix. Din location (B) Truss Bearing Paint (0 5/8 " Dia. Pin Location * 3117 * 4880'* 6377 . 7494 . 8261'. 8671 . 8724 . 8421 . 7762 . 674,`, * 5378 * 4953 * 2630 a (.) 3/1 • Lia. Die Loc ',ion 1-) Compressive torte (•) 3/8 " Dia. Pin Location (-) Compressive Force I-'-I----------------------------------------------------------------------------------'-------------' I - ----I- -I 1' ) Ilridginl nor location (! ) Bridging row location 25.21 12 panels at 31.2171" 26.5`•! 21.50 - --------------------------------------------------- WEB INFORMATION -------------------------------------------------- B Bearing Point * 5/8 " Dia. Pin Location ----------------------------_---_____-----____-- lE1 INFORMATION OTruss ea 1 in O 5 '1111.201ue -11"--1111"'-- Yeb Colors: 13ga.= Yellow, 141x.= Green, 16l!a.= Red, 18ga.= Black, 191x.=Blue (.) 3/8 " Dia. Pin Location (-) Compressive Force Yeb tailors: 13ga," Yeller, legx.= Grnn, 16 a.= RN, 18ga.■ (lack, 191x.■Blue Nebo Dia.-iia. Holes Length Wei Dia.-!a. Holes length Yeb$ Dia.-Ii. Holes Length I! ) Bridling row location Yeb1 Ii+.- a. Holes Length Ye� Ilia.- a. Holes Length Yebl Dix.- &. Hain Length 1 1.12513S Large 44.36 7 1.00016 Trans 39.70 24 1.00016 Large 39.70 1 1.1253S Large 44.36 7 1.0006 Trans 39.70 23 1.1256 Large 39.70 2 1.12513 Large 39.70 8 1.00016 Small 39.70 25 1.12513 Large 39.70 ------------------------------------------------ WEB INFORM9110N ----------------------------------•---------------- 2 1.12513 Larp 39.70 8 1.00016 Scall 39.70 24 1.00016 Large 39.70 3 1.00014 Large 39.70 9-20 1.00019 Small 39.70 26 1.00014 Large 39.70 Web Colors: 131x.= Yellow, 14ga.= Green, 16 a.= ked, 181&.= Black, 191&.=Blue 3 1.00014 Lar1e 39.70 9-19 1.00019 Small 39.70 25 1.12513 Large 39.70 4 1.12513 Large 39.70 21 1.00016 Small 39.70 27 1.12513 Large 39.70 Yebl Dia.- a. Holes Length Web Dia.-tea. Holes Length Web$ Dia.-Ia. Holes Length 4 1.12513 large 39.70 20 1.00016 Scall 39.70 26 1.00014 Large 39.70 5 1.00016 Large 39.70 22 1.0001b Trans 39.70 28 1.125135 Large 44.83 1 1.12513S Large 44.36 8 1.00016 Small 39.70 24 1.0006 Large 39.70 5 1.00016 Large 39.70 21 1.00016 Small 39.70 27 1.12513 Large 39.70 6 1.1516 Lxrge 39.70 23 1.12516 Large 39.70 2 1.12513 Large 39.70 9-18 1.00019 Small J9.7U 25 1.12513 Large 39.70 6 1.12'16 Large 39.70 22 1.00016 Trans 39.70 3 1.125135 Large 44.36 3 1.00016 Large 39.70 19 1.00016 Small 39.70 26 1.00014 Large 39.70 4 1.12516 Large 39.70 20 1.00016 Trans 39.70 27 1.12513 large J6.11 In addition to LOAN GROUP I1 LOADS, the following ILIAD (dt011c LOADS also were used to generate critical member forces In addition to LOAD GROUP N1 LOADS, the following LOAD GROUP LOADS also were used to generate critical member forces 5 1.00016 Large 39.70 el 1.12516 Large J9,70 28 1.125135 Large 42.Jt, and required truss materials: and required truss materials: 6 1.12516 Large 39.70 22 1.00016 Large 39.70 7 1.00016 Trans 39.70 23 1.12513 Large 39.70 ------------------ APPLICATION AND SPECIAL LOADS - Rept. members: NO ----- LOAD GROUP N 2 0 36.0" O.C. Sift Noof Load Class: Snov(1.15) Live Load: 25.0 Psf Dead Load: 15.0 Pst K ------------------------------------ APPLICATION LOADS ONLY @ 48.00 O.C. SPACING----------------------LOAD GROUP M 2 SPECIAL Live Load Oead Load Starting From APp110 a Rept. members: NO" In addition to LOAD GROUP 01 LOADS, the following LOAD GROUP LOADS also were used to generate critical member forces LOANS Units Loads Class Lads Width Location h Chord To Snow Roof Load Class: Snow(1.15)- Live Load: 2S.0 Psf-' Dead Load: 15.0 Psf and required truss materials: Cot+centrated LM 0 m/a(0.00) 133 221 0.00" left Top Chord Add M$N Concentrated Lbs 0 R/4(0.00) 133 261 0.00" lett Top Chord Add 3 N -•----------------- APPLICATION AND SPECIAL LOADS ----- kept. members: NO ---'-'- LOAD GkOUP N e E 48.0" G.C. n of Spew blit Ds/ 0/ 20 so"11.151 0 4' 9' 0.0011 Right lop Chord Add CPU Snow Roof Load Class: Snow0-15) Live Load: 25.0 Psf Dead Load: 15.0 Psf "mi fen Psf M Snow(1.15) 10 ?8' 61 -3.00• Left Top Chord Repl IMttfers Psf 0 m/a(0.00) S 31' 0' 0.25" left Its Chord Re NOTE: For Strap, Screen, and brace lateral loads, negative loads act toward left end of truss. $ N 'O SPECIAL Live Load Dead Load Starting Fra Applied $ ------------------ APPLICATION MN SPECIAL LOADS Re t, sealen: NO LOAD GROUP 1 3 @ 52.0" O.C. 8780 2 Bonita Rd. 3 n LOADS Units loads Class loads Width Location ler . Chord To Same Roof Load Class: fiaom(1.15) Live Loadr MO P&I Ima1 lair 15.0 Psf 8'I50 SW Bonita Rd MEC 2000-00295 • l to�w Brace lbs -666/-1332 Srtott(1.10) 0/ 0 6 0.00" k►1 t Top Din Add e SPECIAL Li-9 foal IBI load Starts From S 8 of 2000-00295 7 of 25 Brace(V/H) Lbs -666/-1332 Snow 11.15) 07 0 6' 0.00" Right lits Pin Add b LORIS omits Leads Class leads Vidth Loeativit , Chord To lied a� �1p Uniform Psf 25 SrmQ.15) 10 341 6" -3.00' le t Tota Chord Re l 16 i Umifers Psf 0 n/6(0.00) S 361 0" 0.25" Left itm CAord Ad� APPLICATION LOADS ONLY @ 48.00" O.L. SPACING------------------ --LOAD GROUP' 1 3 awn■ r-1ea oaf �/ 0 Saem(I.IsI 0 4' 9" 0.00• left Too Chord Add °T b kept. members: NO Snow Roof Load Class: Snow(1-10) Live Load: 20.0 Psf Dead load: 10.0 Psf R 1 LEGIBILITY STRiP _ Cf?IOIII�Uilliul�lllllull�nilln1Ilnillillllliilln(i�niliill�Inllnl nnlllu in�ltllllllu�nnlnillntllln��InIIIInIIIIIIIIn�n I1�nlllunlnull i�nlillu��nnlllll�lni Inillln Ilnlnll 1111�un I(ulllll In��nll nU'ili iillliili I�ll�iiil lili�tJr liii��lu - Omm.1 tm I - 1 10 1 1 12 13 14 Its 17 IS IP 210 21 22 23 04 25 26 27 28 29 310 r Lt It ' iota melon , t7l , ° Mt(Nsl ` i or m, ,.- .. . __T._ . .r. - - *. J ,,' a. 11 .:!t. . ;•: Y,r1Kl 1, . a 66 ;4 I,J1 • i i. Y � 0 I . E Name: wi: .r BkOS, REf,;: ,cat.. : TIGAf.', ,r tEr r: c 0 1417 2. JUr1i 2Jv'. {,._,:c5 nett: hI11Cn aAW. ItLINII .00dC1UA: I3Wr+U, Uh UfOE! p: C- V'1W, J1 JUU [Vt.� u;:JV:V: .Y.Yt: ni,,. i;,,,,,• �,L „�„ �_J..un. .:hn: �;,, DE:I Moth4DDI0t� AbLUYAB,E 1LSI6h,:IS6, Oes:ln MEtn Ilr LOWABLE STRESS fIES1GIfiA5L1 {/,, UOUlO AL .:a.r: n.• :n., .. , .. , .:3ci k: V-1V41 „` .Jh l:,:id1l,J code: I�BO FN6i31GDta: repotlta.e bu:101nl Lode: 1 U •��• __ t. ., +... ,.,,a.hi,C J. .,..Jh.n-:, L •vJ .....40 ". lOr,L :V\. Deal IT fl@tT,6.V.V horliont:l M1Epetltive , J,. y -h r ..ct:100_.Cy/. n.,.i.r.._ {rt_.5.•..rIJJ, Ju::31 n1 ,LYt: .y.. 'Y:♦ tFpEL lel rE lily. Tip@ Series p"utile Dept.,'si ✓'� t4 :ln MerGersf I?L;. Type Serlls 4roille Depth.s, Din to Pin 11Eroers .'irr L44@: .rc•. ' • nu;.::.. I , Ad ` TJY PARALLEL 36.04" J, .d8" NOT USED a A4 TJWt PARALLEL 36.00' JG'- O.:,U" NOT USED Jt - 1' T E Sti.t: ..••.''Ca• nayit:L,.c '•'t!• 1Pt x..e: r Gfi:F 4@"tri :: BGLLJm LhGry Sl '0.250"/ft kllht Efld LJr boLtor LrTOid 510 F 0.250"/1 h lli 7• _ Y -ul,.c - 4 L. ,S v6 ` I _ % Y ' r r to r.r, tarLt:S p t t Eno 0 ,�(t,jL ------ - ..------ . 4f'L::hi:ON NnL SGE.IAL LOADS ; TRUSS Dir,ELTIONS ---- LOAD GROUT' N I @ 48.0" O.C. ----------------------- hi'PLILATiOh AND LOW LOAD:, ! TRUSS DEFLECTIONS ---- OIL. .V►.Jr �reGrY bl p v.,yJ ,I, t ..," _J. Ju•Dv a'3' u YrL� aattGY LnGrY I, J.,.. rn y . .,.Y ,.. 20.00 .8 - v..0 2151 aJEi r • AS r• r r„i \ r 11: '4er:F i: ,. PARALLEL '� i,'1 C r- ,v Snw 5uf loaf Ciass: S,iur :1151• Llve load: 25.0 Psf Dead lad: 15.0 Psf- Srwr Koo( Lo.a Liass: �norti.l5) L GkUuG P 1 @ r6.0 u.L. _._ n..L - + i Jai ririil..E, h . Live Load: 25.0 Psf Lead Load: 15.0 Psi( _____1111.V.t. .yl G E + " ._ ILNT:un rINL :,r Lyall, ,.hJ: Ir,L,J :t_ v+" LAJ Luny Jn6v. p E , -- n►r.:Lni+Ji1 ah1 S:EL:NL .ilADo ;' 'iRU$S Lci.L%;IONS LOiw 017105+ 6 1 @ x6.0" U.E. Jllnr RDC': ,Vera 1::5.. Slva,i.i: •lvt Lo:d: 1[:.V -t, Dra,�_JYC: ::•.V p:i- LOADSA: ,I s ass DeaO 416 $oca inn Ffor npp:lru Jn • ni1,)f rirai .a.a: jlli,r{:.:51 ..,e .O:G: 25.0 Psf - uRaC Load: 15.0 P'if r.r. LOADS 1303ti Loads Lldii ,oa05 �IdtG L6faL+615 Br9 L:IufG .; NOTE: for bLr:p, 5C'rFEn, arA I+taCE latEr:l i0ad5, f1EgaL1VE 1G:OS sect LUr:ld elft QI10 01 L[U55. Snw Drift Psf 2O/ O Snw(1.15) 0 41 3" "0.00" Lt ft TDP ChorQ REO! OAD$AL Live Ledo Dead LOaG atartln Fra N lie0 :ru;L: .ul Stiap, S:r@Ely a.4 :la.e ..:L r.. 1100:, .,cyPtllr a,. 1.".-• J .1fL All. of Arms.. ! PP :�U,l: .Cr ytT:r, .r:i@@:y x41 -4;9 .,.A-:a. .VP.., ..Eyat.v@ a0a.; a.. t:..ry .Et; kaC (it LrJii+ :1pw:d. .:tiE waY Yrav ._„aG Jta.(:d� ,yet npp.le: Uniform Psf e5 Sr10M(1.1J) 10 Jd �" 3.13" let op p L Units bids Class Luaas Wltltn Location Brl!. Chord To -Uhlfo n Psf U N:(0.001 S 37' 0.25" left Btm Cr,Grtl Ada Snw Grlrt Pst 0/ 20 Snow(1.151 0 �' i 0.00'' ki At To Chord Add y"`l .:.a . .c Jca. .t.it;ay I :am hpJ.:EL LJhD� ,;alts _,.Ls L:nss L..os 1:02;1 ,o:.tlon Fry. Chord is •Snw Drift Psf 4/ 1 Sriow(l.l1"i 0 :c� 0" 0.00 kigr,t Top Cturo i+ad Loncentrateu LDs 0 rJi(U.+lO) 22 2' U.UO" Left Top Lhord Add " J1 iLltZJLr:tt LGSTS V,LD4ds L:.�s Loads ;I, L,•,at1Vi, c:5. :',o;o T, J15Gr Drift .;st 4 S,i at:.1 J• v IF'' C .uJ` lel`. Ta Lau:L 3nov Drift Psf Oi 4 SnOrr(l.15) 0 2 0" 22 4.00 Right Top Chord Add by ace lbs O/-1332 Snow Q. v! v 6 0.00" kl nt To Pin Add V Jus 1..J. V , y - N CrloiL i+dd "Sao• Drift 1, ;6 3,;L.,;,;�; P `u r ,1)S J,-1313Y ;rilLal:•+v. Ji J d S . J.JV K315L ILp L:,:,ra hog ! D :1ra:Fiv/H; J.Uv to . '. G Bri[ESV/n1 Los 0/-1332 Snow i1.15) w O 6' 0.00" Rilht bts Pin Add .Place(Vih) .bs 0/-130: Snor(i.i5: G/ 0 o J.J, n:gnt ILp ren i,dD �1.ac-...i•, rob J; .SJ: 5,va..r., Ji v ,.v A1lnt .4y NI)L ar.t .odd DPiI.: G.uVI" GR LJ Total load Dei;.: 0.323 Ok Li 490 'lid Spin Climb@f: C.VO: Gc: .. uniform Psf 6 Snow i1.15, lv JC' o -3,00'' Left Top Chord kepl Uniform Psf c .r J•:J' .;:ynL ,+tr .Ali rico ora:E•Ylnl lbs :;;;,L "l.;..), J; J 6' J,JJ" ki At btr , ir.:s •tallyt:S :nCiUdPs [On5loPfatlGG }Gf multiple load gTOup 3npUt5. Uniform Pit O n/i(0.00) 36' O° 0.25" Left btr Chord Add 25 SrNir(1..JA 10 3b' 3.15' .dfL TGp ZhCoic *1744 `1)niioiY p'S: J„va.:.iv, I !. •' a0Q ^UA•10;& rii .v a0 L" .•.VJ" LEtt TG t,yfu tr a V u/.W.VJ, : J, .efL I•Lo .r.J:G NQ -llnifOri i$4 J ii a,J.vJ/ :, 111' V J..v Left Bt. .%aIG had ..f.--- --------- TRUSS CAPACITY MEET; OR CACLEDS THE DESIGN WAD kEOUIREMENTS DESCRIBED ABOVE ----- -- oat• / live Load Oe U.: 0.566 Ok L/ dui Totai Lodd Lefl.: v.910' OR L/ 501 Mid Span Garber. 0.613" OR L/ 144 uve LwD Det..: u.!Pic" ,;n ,! Jy 111PUkipfNT TAe dna ysls presented belw !s taltput from software devel6 0 Dy TkUS JOIST MacM1.L1+n. ,k Truss an.lysls Includes cons3derdt3on for wlt3ple load !roup inputs. VCP+ ref..: Y,,,, ,,,N .J, _,,P, ,. F;; 011,.0 vr: „ ti; :1v@ load Lcfi.: 6.ii;' ;ik Li :120 Total, LodO DFT..: G.:u; u1t .1 Truss uia.rsls :l,.iuuis .Gilsivafatl,,. .uitlplE 1.ad Si Gyp L,pu.a. ,,,,/(t- Camber :- rd 15 babel :n App:icatloi. Loads GGiy. A113.aD1P product wlues sown alt G accurdancE dith current TRU$ J 1ST MacM1LLAN ute pals a1,G /f aY Ji•1 .oho@i: u•:r, ::UV OPs y n wlues. TRUS 70151 MaCMILLAN Engine!n rq rias tiE n fleo the Analysis. TAe Input loads .rid a..---- - --- TkUS LAPACJTY MEET$ Ok EXCEEDS THE DESIGN LOAD kE0U1REMENTS DESCRIBED ABOVE ---------- -----►+ a•1t_____________ . ! Truss :,.a.;s:i intludts _",,;id@i.t:oil r;r ruit;pae :u:u iuu inputs. � dimensions have been provided by others and must be verified and approved for the specific Application IMPORTANT' The analysis presented below is output from software developea Dy TkU$ J015T MdcMILIAN. IMG01;;ANI, Ir 'kJVJ LA►Artse tac el tXCEELJ THE Dc5.6S ll hLGuan, ,.h,5 JLJ.R.bll 4L IE ----• 4- ,"! au. ! p Y le alidlf51i prEStllLaC DelGr i5 output 1rGr 1:OfLraie Lert.0 Fc L; r3 JD:S1 "i:"1.LA1. t"•' IRho'S LAF'Ai:ii flit'; UK ALE:': I _- by the 6137 n ►Oless30Ml IDr tAE rolect. Truss tleSllr, ViiUeS hive Belo a[ClpLed by LAE following Allowdbld produ[t W1UF5 :own dr@ Tri a coraance wltn CurfeOt TRU$ JDIST M:MILLAtI raLei'1a15 and P • p t J tit aLbIUN :JHS ktbL:ntMENIJ ut,LM1intr NIIUvt .a►e p r111wiLli product V::ueS s'.Lr:. a+e la aCCGTdanCE with current RUJ JOIST ,:acCILLnH eateIi.1s and TMG 'At' ane dndl)61S pr@seotia oe:Gr .s Gutput fro& softraiF nave.;DEG D TkUS aU.SI AdcltlL.hn. alencl►s: CAB , 1C , SBCCI, bOCA, LAC AND DSA design values. TkUS JO15T MaM1llAN engineering his verliied the aha ys1s. The input !odds And design values. TkUS JOIST MacM:LLAN enjineeril,g his verified the analysis. The input loads slid P y Al1w:L:F r4duct values shorn are in Accordance with current TRUS JDIS1 MdcMIIIAN miterials and dimensions have been provided by others drld rust De verifier and aproved for the speCiilc application dimensloris have been provided by, otner5 aria r,;st oe verlf3eD Ana a roved for tnE s ecl uc alai i n design values. TkUS Ju1Jl R.cR:LLA; en ii -r - - - --- --- ----- -- -------------- ----------- y r BUILDING UlMENSlDHS - --'------ - b the desl�, professions for the project. Truss desiln values give been accepted by the following by toll yell n rote$Sl'Jlia. for the rl Ea. uss aesl 4 v auEs tpi:ve De .i :cc P PP u nlmenslons yl er 317 ties veriflec tha •u.i)sis. The input 14:63 aid lrlt blaring Face to Fa[e Gt Ri At Warlml ageocies: CAb , IC , SBCCI, BOCA, LAC AND OSA E J ! e eptea by tnt folloriny sa,t Leen PT0v1GEG by otners aria rust be verlfleo aria i'prUYF4 tot LAt sp@c3f1C shills:itioil althclrs: LAB , IC G, 5BCC1, BOCa, LAC AND Sit Gr tha dCslgo proltss:oia'A fur the proJEct. T,Jss desiln values Klive beer, accepted b1 the follobinj Yidth bearings Yi th s 0 h U ------------------------------! ------------- BUILDING DIMEN$IUNS ------------------------------------------------ _______-- agencies: i , IC G, SFCCI, MCA, LAC AML SA - -- - - _ --- _ - - ?! - - __ - ___.._- ---•----- ----- ----- - - ------ -- -- I+UILD1Nu DIMENSION$ - ------ --- _ TRUSS iNFOkMA UN lest Bearin Fdce tD Face of ki ht bearing "'"'--""-"---"-"-'_-- _ _ 407L: Truss member forces are based un Load Gtuup 11 Tota i LoaQS !01/� /Jai Width Bearin s = Wi to = ! Left Beating fdCF Lu face G1 ki�Gt Bei n1iy " '- :.',l.Jlhu Jif,'LaIUNJ ---_______.,... bEari❑ s ---^ '--- - [t 6E:flu Left Clip: 6" NO-NOTCH ki ht Cl► 6" NO NOTCH lift ki ht ----------------------------------------------- TRUSS INFORMATION -------------------••--- g WI4tr,--- ----- -- M.4: 4ra;a.iy lace t� r.:c v. ` 9, - f. -------------------------- ------ --------- --- -- lklls'S INFOkMATIOh N' rears - 10th f beartionsings: !TOP Mini: 33161 1111 lbs. V, PI 116 Lbs. Top Chord pin to End 3.13 3. 3 NOTE: Truss remher forces ire Dised on'LDatl Group YI Total Lords (01/3 /O1) NOTE• Truss merDer forces are bald on Lo:d Grou N1 Tut:1 Loads (01/3 1,311 _ Ir,UJa 1nFCnMATI01; ----------•---------------------------1111--------- bearings: TOG' P:NII 1 T01' FINN 15 Bb Chord Pin to End 9.00" 9.00" - � P VOTE. Truss rerDfr tortes .r! DaSea on 1016 6ruVp rl Tot.. ,o.ds ,01/3 /D:1 Top Chord Lenith 36'_ 2.23" of 1.SOX 1.75" 2100FB MSk Left Clip: 6" NO-NOTCH t kllht Cllp: 6" NO NOTCH Left ,+�ht Lett Lalp: o' Nui-nuiCh k19nt Ci1P: o" hU-nuTln LEft hl9nt Pts Chord length - JJ 91" of 1.50X 4175" 2100176 MSk Ructions (Mal/M3rU: 31%71 1157 lbs. 3401/ 113E CDs. Tup Chord Pan t0 End 3.13" 3. 3" -1,31 keactions +ria/nin1: 3v50/ 1;26 ,Ls. 3393/ 1125 lbs. io Chord .'ire to End• 3.13" 3.13" Left Clip: 6' NO-NOTCH Rin l@ft k3 r.t bedrings: TOP PINN 1 TOP FINN IS Btm Chord Pin to End 9.00" 9.00" bearings: TOP +'INN 1 TOP' FINN 15 P c r_ y :p' 6" NO-N01L, r . ! Btm Chaid rl,i to End 9.00" 9.00" acti6rls Mihir 151,1, 537 1531 Abdo/C+536 Lbs. io Chord Pan to End 3.00" 3.80" 10.636 12 panels at 31.2410" 36.210 lop Chard Lenith = 3b - 6.86" of 1.JOx 4.75" 2400176 MSk Top Chord Length = 3b' ',67" of L SOX 4.75" 21UOFB MSk bear ri (pUPrG:Nr i 1, ,. _- .1 ----------.--_-_ - - _ - - ._ - --- ---- ---- ----____-------------------I_______I bts Chord Length = 35'- 3.82" of 1.SOX 4.75" 210017E MSk b 9 ' F'ENN 7 Bti Chord Pin to End 9.00 9.00 B 2106 1121 62+:' p 7715 . -8664 . '9666 . 10070 . 10063 9704 . -6932 . -7711 1 -6210 1 -4267 1 -1960 B to l.norG Length = 3;' 3.n2° of 1.a0X 4.75" 2100F6 MSk fop LDGIG Lenith = 161- 6.405- Gf A 4 21;1JFa MSR 3370 2/25 2122 1629 1166 723 227 272 769 1269 1760 2266 2679 3739 10.836 12 panels at 31.2440" .646 Btm Lnoid Leniti. = id'- b.;tu" or c A 4 2100176 MSk Ye De 1 2 3 4 `, 6 7 ! 9 10 U 12 13 14 15 16 17 18 19 20 21 22 23 ?4 25 26 27 26 I--- ---{______________________________________________________ _ _____-_�_ 40.636 :c panels at 11.2440" --- --------------- ----------I-------I 3d 15 2/62 2176 1685 I2;` 779 2n� 215 r i13 -1213 -1703 -2229 r-?623 -3430 b -21Gn 1 -4`x16 1 -6384 -7524 -9091 -9906 .-10363 .-10464 .-10209 . -9597 . -8632 1 -7259 1 -4310 1 -2154 6 _� r --------------- --------- -- ----- ----------------""'--- --'---- v panel,, a 3o.Vi. B -2061 -4406 1 -6277 1 r82J . -9006 . -9836 .-10370 . 10426 -9590 . -8610 -7321 p 1345 E1-2212 H '�-r--" a 3191 y `r123'a 7114 , 6117 . 9374', 9964 . IG163 . 9970 . 9366 . 6109 . /0/,1 y 5267 p 3160 1 -.(236 -2210 -1937 -1437 -997 X40 -89 361 616 1272 1714 2207 2510 3916 -' _'.- - - 1-- - ------------------------ --- -- ., 1 ...._______________________________________.------_--.. _ ------------•-------------------- -------I-------I---I Y!N 1 2 3 4 5 6 7 d 9 10 11 12 13 11 15 16 17 ld 19 20 21 22 23 24 25 26 27 28 -s2i4 2L 1543 1460 -ivij -Sble -Tub 34;, i'fi lek 1654 21116 2:J4C, 693'; 1 - -5274 554! J46u E -i;17 B b 1565 3991 - 25.21 I, panels at 31.?171" 30.305 21.50 3666 2267 1994 093 1053 597 145 -306 -160 -1215 -1657 -2150 -2462 -3163 �� 1 2 3 4 , b 1 6 1 lJ :l .3 14 15 16 0 16 15 24 21 22 23 24 25 26 27 28 -1855 -699 -224 548 1261 2345 1 33% 1 51164 6662 . 7614 . 6619 . 9066 . 91571. 8891 . 8270 . 7290 . 5%3!1 4247 1 3590 1 �! _ 2337 r 2x000 x1516 1072 c 617 165 -288 -]40 -1196 -1638 -2131 -2454 -3444 YebN 1 2 3 1 5 6 7 b 9r .0 11 12 (!) Trust 4Parinl Point (1) 5/8 " Did. Pin Location I---I-------------------------- 5189 r 5445.1 6555 . 7725 , 8545 . 90V7 . 9114 . 6864 . 82,18 . 7294 . 5982!1 4261E 3643 1 1916 966 307 -466 I1J7 -22ti4 ------------------------------------------------------------------------ - ---1 I-1 13 p nels ----------------------------------------------------------------------------------------- - ---- 1 2632 . 3947!. 1317 . 36G7'a 233 1 l.1 376 ' Did. Pin location (-) Compressive Force 25.21 13 pmt's at 31.2171" - I---I I' , bridlini mor location x•21 25.21 13 panels at 41.2171" 26.03 1---I---------------------------------------;---: tb) Truss Redwing Doint (r) 5/8 " Dia. Gin Location r " 18.05 5 panels at 36.0710" 16.05 WEB INFORMATION - - ------ ------------------------------- (.) 3/8 " Did. Pin Location (-) Compressive Force (b) Truss Bearing Point (t) 5/8 Did. Pin Location I (.) 3/8 " Dii. Pin Location l-1 LOr ressive Force (b> Truss bearing Point (1) 5/8 " Did. Pin Location Yeo Colors: 7376.= YellD, llga.= Green, l6ya.- ked, 16ga.= Black, /9ga.=Blue (. ) bridging ra location , D 9 r Webl DId.`�d. Holes Length A Did.-1a. Holes Length Webl Did.- A. Holes Length -- (. ) Bridling row IocdtlGn (.) 3/8 " Dfa. Pin Location {-) Compressive Force 1 1.125 1S large 44.36 7 1.000 6 Trans 39.70 24 1.000 6 Ldrge 39.70 ----- ------------------------------------------ WEB INFORMATION ---------- (. ) Brl g g or loc.tlon ------------------------------------- -----------------_----------------------------- YEB INF0.kMA1ION -------------------------------------------------- d in r c .r 2 1.12513 lade 39.70 6 1.00016 Small 39.70 25 1.12513 large 39. 0 Wb Colors: 131a.= Yellow, Iiga.= Green, 16ga.= ked, 1616.= Black, 191a.=6lue Yeb Colors: 13gd.- Yellow, 14+i.= Green, 1b a.= ked, ldli.= Bldck, 19gd.=61uE '"'-'-~"- - -- -- WEB INFORMIluN ------------------- ------------- - - J 1.00014 Large 39.70 9 20 1.00019 Small 39.70 2b L 00014 Ldrge 0 Web$ Dia.-I�a. Holes Length We Did. Holes Length Webi Dia.-!a. Holes Length YebN Did.- a. Holes length Web Did.- i Holts Lerl to YebN Did.- a. Holes en th 4 1.12513 large 39.70 21 1.00016 Small 39.70 27 1.12513 Ldrge 39.35 1 1.12513S Large 44.36 7 1.00016 Trdns 39.70 23 1.12513 Large 39.70 .! 9.• ! , g Yeb LOlOtS: 1Jgd.= YEllow i;la.= GreE,S, logo.= ked, 18ga.= Glatt:, 1'Sy:.=61uE 1.00016 Carle 39.70 22 1.00016 Trans 39.'0 28 1.125135 Ldrge 42.36 2 1.12513 Large 39.70 9 1.00016 Sall 39.70 24 1.00014 Carle 37.70 1 1.12135 Lai ye 44.36 i 1.00016 Trans 39.70 ' ', g- YebN Did. :. Holes LEDgth WA Dia. 9:. Holes length .J 1.12J,L Ldf r J9.iU 1 i 1.12516 lade 39.70 23 !.12516 LargE 39.'0 3 1.00014 large 39.70 9-18 1.00019 Sall 39.70 25 1.12513 Large 39 70 2 1.12513 Ldrge 39.70 8 1.00016 Scall 39.70 24 1.00, L:rIF 39.70 1, 2 1.GvG,6 :ryE :.r',; 9 :.000 9 Trar,s 25.r. ! 3 I.CGCi4 Large 39.76 9-lb 1.40019 Small 39.70 25 1.12513 LaigE 39.70 3 1•J'�013 Trdns ,.C4 15 .-JO019 Large 2:,.54 4 1.12513 large 33.74 19,24 7.00016 Small 35.70 26 1.00014 Large 39.74 4 :.12513 LargE 39.1i' i5,2G L 00016 Small 35.70 26 1.0irA14 Dirge 35,70 4- 8 i.v�u19 Sm::i 25.x4 :I,i2 1.00016 LdrgE 25.n4 5 1.00016 Large 39.70 21 1.12516 Sall 39.70 27 1.12x13 Large 39.70 5 i.0vilu LargE 35.iu :1 1.20016 Sraii 39.70 2i 1.12513 Lar e 3_. i, .ddltion to LOAD GkOUp' N1 LOADS, the lullorinl LOAD GkOUi' LOADS d,so mere used to gerierdte crl hcdl rerDer forces 6 1.12516 Ldrge 39.70 22 1.000:6 Trdns 35.70 28 1.125135 Large 44.36 6 1.1"2`16 Large 39•;0 22 1.00016 Trans 39.70 28 1.125135 large 44.03 Ild M In :dditlon to LOAD GROUP' rl LOADS, the folio«:ng LOAD GROUP LOADS also were used to generate ciltica: rerGer fur,ts ane roquired truss materia s: and required truss materials: In addit on to LOAD GROUP NI LOADS, the folloring LOAD GROUP LOADS also were used to generate critical member forces In adds+.fir:i to COAL GROUP NI LJALS, the fo L'oaing LOAD GROUP LOADS also sere uses to generate critical member foices APPLICATION. AND $G'ELlAL ;UADS - - v - -----------------------APPLICATION LOADS ONLY @ 48.00" O.C. SPACING`------- - - --- - LOAD Gk011p' r 2 and required truss uterials: arld r! U1T@d 2!055 m:LEi:aS: ,Gdo Class: �i50Yi1.:`„ uVE .oad: CJ.V G'si LE.d 1460: i:..0 r ST- 3 0 r.uut load Class: Sr,w 11.15) U ve Lodd: 25.4 Psft. members: sladc 15.0 Psi -- --- -------- APDLICATION AND SPELIAI LOAD$ -- kept. members: NO ----- LOAD GkOl1p' N 2 @ 48.0" O.C. ------Q----- -- - APPLICATION AND SPECIAL LOADS - --- Rept. mer Lets: NO -- -- LOAD GkOUr r 2 @ 45.U" J.L. v $rlur Rout f mem4e,s. ru LOAD GkGui' p c e 4a.v U... .3� KFPL Snow Roof Lodd Class: Srtow(1.15) Live Lodd: 25.0 Psf Dead Loid. 15.4 Psf Snow Roof Load Class: Snor(1.15)- live Lord: 25.0 p'sf Dead Lead: 15.0 Psf- x NOTE. For ,trap, x reed, arld Frace laeral 1o.Q5, negdtive lo.ds dct twdTd left end of truss. mr-o In 6760 SW Bonita Rd. I o SPECIAL Live Load Dead Load St:rtlGg From Applied N IM)TE: For Strap, Screen, illd brace liLerdl ltl:ds, negative loads act taard Left end of truss. MEC 2000-00296 c 0 ,,, LOADS Urals Lovas Class Lovas Yidtn Locator, Nr 3 SPECIAL Live Load Dead Load Starting frac A lir 10 of Y6 NOTE: For Strap, Screen, and Brace lateral ID:ds, negative loads act toward left end of truss. C 6 n r g. Lhoic TD rn 6750 SW Bonita Rd. ! PP SPECIAL Live Lode Dead LoaG SUrting From App:lec aD 8 -know Drift Psf O/ 20 5nor(1.15) G 4' 9" O.GO" Right To- Lhor4 NGC 0111.1 0 C4 brace(V1H) lbs 0/-1332 Snor(I.lJ) O/ 0 6 0.00" RI ht To Pin t, MEC 2000-00286 L Units Loads Class Loads Width Location brI�. Chord To LOAD$ units Lomas Liass Lads Yidth Luc:tion br . Chord To rn r ! D Add n 2 brace(V/H) Lbs -666/-1332 Snow 0.I") 0/ 0 6' 0.00" Ri 6t To Pin Add ! U- brace v/n) LLS U/-133c b:.or+..:51 0; i' 0.00" ;tight Bta r':c r:Ld 9 of ! P ,�brace(V/H) Lbs -666/-1332 Snor(1.15) 0/ 0 6' 0.00" Right Top Pin Add 0111 0 26 brace(V/Hl lbs 666/-1332 Snoop 0/ 0 6' 0.00" Right btr Din Add Brace(V/H) .Gs -666/-1332 Snow 2:.151 U: U 6' U.UO" Right btr :Irl Aad r'A.x "Uniform Psi 2 STIGr1;.15, !b� 6 3.V� Eft TDp .nnrD kepi m Uniform Psf 0 nia(G.00) 5 18 0" 0.25 Left Btr Chord AAA. g Of 1 6 _ Conrentraed Lbs 0 n/a{0.00) 200 2' 0.00" Left Top Chora Add ------------------------------------APPLICATION LOADS ONLY @ 18.00 O.C. Sp'ACiMG---------------------LOAD GROUP N 3 -`-------- - - - - -- ------APPLICATION LOADS ONLY @ 48.00" G.C. SPACING ---- - ----------LOAD GRUui' r 3 _ -- - - Ai'PLILAT:;:h ;Ino SP[..,A. ONS; ----- kE t reroers: n0 - UAL GROUG r 3 @ ,b.', +..,. 12 O kept. rerhers: NO rr kept. members: NO` ' I � --------- � p , . I v Srlor Roof Load Class: SfNtw(1.15) Llve Load: 25.0 p'sf Dead Load: 15.0 Psi I� °h �� Snw RGcf Lead C ass: Snoa(,.15; Live Load: 25.0 Psf Dead load. 15.0 Psf IG Snow Roof Loid Class: Sow(1.15) . Live Load: 25.0 Psf- Dead load: I5.0 Psf-- . .. . .... ..I,. .... .. , .. rr- . 1' ",. .+. ry rJav: b..'a YI...:J ..y„ ,r. i•a• . • n_" L_.c. n... .•.LJ,. .., - vn.•"I .. J.LE: p: C' Y-ar,. Gil rrnL GJJL ♦L:•ai ;; AdmF: Hi:'1 H BRI' R C iG 'IGAkD DR DrGFr r: ,- V-:44! 2'J JDhE :JV• ,'c' Ni...t. t' .iL:i t .,v. r. 1 /� J 0 .J,:46 .4:a..,. --,•nti;, 3h . , ,.y 1,V•. IJV., ±wmll4411 •'J • , '• •y at 1. neLrIGGJ.V� n„J.na.r J..".., Y.J.J:,•nJ", 1 L +�. LTAIL LG at n: 1 •, ., , • , - -- J . ` .J '•J• '•! • n�• ''I'• - t� Desi n tletnudDlo r AILOWNBIE STRESS DESiGN(ASD� :et 'et:.V.rv.i, D';,.;„,i.i.,, ` '- Lv..v,,. w4r: a..au hoI:;ontia Alpetl"1V! 10,111�1n LDdI: N O t ke Etitive .�li• •00@: .LLL • g hGtliGn dl p L .a J../ .yilE vel las r:4:.0 .eptil,S, iL: L4 r:,i l,lCb@:'a Ot T e Series Pr f p •7ty� i yd at .t. r:OTT:t •: •J' <�` ''Uh ,JhilY ;:,;: @ I,, '✓ _�' a-•••.. • ° ` y• yp o Ile De th{s) Pia to Pin Members .. . •• - . . hp4.114,. .. . " } • .a '1Jr rrtM1rll'L. `20.00 •, ,.JO" NET USED •- •+ L 1 a AJ ' 1,. rnofl.v 2V.I'l,, . r'';•tu.RightO. I Ne . Al1c _ ,L. ,n✓ ;.fur p E 36.0" 1'1.i,. 0 e V E � -�••' ---- -• ----- " ru Nu01i tit;" J.. ' Ap'p'LICATIO AND SPECIAL LO $ i TRU55 DEFLECTION$ ---- LOAD GF,OUp N : @ 48.0" O.L. -•--"•• •- .".#I. :r4U: ,...a"; 51,ur;1.•..J i L•1a0. [J.r 5 .n.Y LJaV' •r.V rif Snow Roof- Load Class: 5nwU.15) Live Lodd: 25.v Psf Dead Load: 15.0 Psf S.-.;m R4co LGau �aS:.: S,.C•.i:.,l , „rt .Oxy, - - •"' - ' .,:rah, ,iVe ,Lau vtad L:�.J $taftirly frGm aypaled .t r_. •re, LGn:: :;.'J •: SPECIAL Live ,cad DeaG LG:G Star h ng From I+pplieC J•'EC:A, ..IT :•E.Y :ai,. �yUNSS :,.:= L0:4: _.i:5 LL':d5 it,l:: w,6t1Gi LI ,,.: u 'V r, + .t S' Lb21'S Units Loads iaSS Loacs :adth Location ift Lhold TO Jh,: ....;� ."•45 �• 1.6 Lo' .11i. 'Iri••E a 5;.:«, y. .:G. i.ft rim .J, 1 Jf.4r1...J; 'Y .3' -3.011 ►etL ,D� uhara Nam .{ -inlfurm Psf ,v billr•e:.1J, i. :5 :" 'v.JU' ,Fit i.' `Boer U71ft p'Sf 1,' )4 Snow ; Jr14r ..:1L r a .� _ J :J J.vJ _t . IU LhGfd r rndra kEy. v 0 Ib 9" -3.00" Let TGp Chord Add s, „i51 i Ado ui,lform Psf 0 nia{v.50 r : ' 7" 0.15" LEft Gtr :hot, Add Unl of■ PST .5 Juor(i..5) id 3" 3.00" Lett TGp LhDrQ RaG•1 .Jc: ria GJ J:rya....- iv ;,. , t t ✓Uniform Psf u n!a(0.00) 5 15' 3" 0.25'' Left btm Chord Add Y -.;16 .i' J r„a,J.Jv; 'Jv Z:..'. kry: yr Drift F'ii + Sao.,;.IS, r �t t rtY r;co •' ," J.UU' Itiy. IVP .,Dry Add JnG• D ,.•t:.0 -Snow Drift PST 0/ 16 5nort1.15) 0 4' O" 0.00" Right Top Chord Add rltt Psf G J.,Va.- v Y.Jv :;,r ,.u, i ..rL' LGay Jef:.: J.:LG .;h ., .3Yr. luta• ,Da. cell.. J._C: un ., 1v• :.310 Jpii. LdY'vEi: ,..v: 1111 .. ..J �`r r• '• , live Load Defl.: U.2U2" Ok L/ 7090 Tota! Load Defl, : 0.303" OR U J Mid Span LimGFT: 0.187" OR L/ 1176 Alf/L live LL.L Defl.i G.;'J4- un L/ i3,v ;arta. Loaf :efi.: ,-N_16' :.: l; i , "110 Span L.rar :,.::c" v'R ; I3 taYGt, i.I 1S 4a5Ea V1, ApPilCatlJli ,UadS nilly. Garber listed Is based on AppllCdtloli oad5 only. ,arytii l:lta0 :S nowt ... nt11.:►..:u6 ,gills ,i+/+ .,ao ..Ia:1a.a +:.,+odes :GASld@r:t1Gn for mJ:tip:e :eau lrC.y :i,yr:¢' TTU55 indiy515 iDC1Ude5 CDT.IdeidtlGi, for multiple load gTGJp Inputs. Itu5S :Dai/535 3DC1uGES C4G53aeriLlG:. 14, i►a:U p.e +CAG ytJ,Y :..;.t.. • .i.l ._.'- .i1UJJ LNc'AL+1: TILLI$ J1, LALLEDc, .Ht VWaVn ,uh,r IKJJ:nI.'I,.;.V Yw.�r.6L1, ABu.rr - --•,,. .a.�-----•--_-..-_ 7t_ pest'-----------'-- ikU$S CAp'ACITT MEETS Dk EXCEEDS THE C%SIGH LOAD REQUIREMENTS DESCkibED ABOVE --------- 1126+ r _ r.,JS Chi hL:T'f t1EEi; ;. ::nC:_:, inl :.;:5h , n: n 4.4J:nLili.,rJ V.V,:..:,Y n•. .1„ / (� ..%Ur. ;.e ai,a:y5:5 j1:ESEnLE, Le14. :i OLtyuL frDi. SJfYY,12 dF.l:ulppeu .•y inUS lois `Iac7,iL '.1i. IMp'OkTAHT The analysis presented beioa is ortput from software developed b TkUS JU1ST KACMIILAN. .1i►On,ANT. Thr a.P:;s:, ,;,tSt;,;rd Gr:Jd is Gut' 4 ' /"r n1.0«ab:e piOduCt values ailOYi. err@ 1G iCLJruanCe «7th :uiiPnt inUS .UIa' ifaL'itaLLAI' btt:ld:: a.. r y yu „5. x(L.a'r :JyE, yr nvJ Jv:Ji 'aa :.,i11t, r'.. Y Allocable product val.,es shorn :re in areorc:nee with current TRUO JOIST MacK:LLAN 6atei i:.s and n..i,.:u.� I„L,.u:t ra•.r': :..4.,. aii ,G .c.J-Gi.� , ,at:: .0 .c _ .tw ...J. ,a,.%L.rt, I.a:vl.a.: design v::ues. iM1JJ JOIST M:cMalAh enllaeer3r,y Ilan vec:tled the :.:alysa. iht lrlput .Laos ant design values. TRU$ JDIST H:cMILLNN engineering has verified the analysis. TAe input loads ;end 4eily;, ra:VE i. RJJ ,J Aic.t.L.mN ii. .aEei:;,i r,.1, It; Y ,.►aiia:4115 Gave DWI Y:Cvlzea 0) GLGefS silo R65L DE Vt'ta:2; illz ANF;:,vet for rnQ SplCi'aC :pp,:Lotl0,. J < !� y + aid t:,a anaySa:. :hput :4adi And yt the aESly:, TDfe5S1GDa1 for tA! pi'DJlCt. Tfu55 dESllh Vi:uFS have uelD aCLtpttd by th! tGiiGrlOg diren53G115 hive Deen provided Dy Others 2nd ■U5t be verified i[id i proved fOT the Specific 1ppl1Cat10n :Yeu`1Ui,i have, GQln ,7rUri 210 Gy' Oti,ErS •Liu Y.St i'r e..flr, iDQ spy rUve: for ut SpEC3f1C app::Cdtlup sle.x ills: CABO, :COO, SBCCI, BOCA, LAC AND OSA by the de5lgn prDfessionil fOT th! �TD�BCt. 12055 design Values hiV! Dten iCClptld Dy tAr fDllGrin! by t„e deilyn professio::. fCi YhE �rrD)ICL. aE>1ln •.:uES hdvE Ster, a:CI�LrJ Oy L;,F 7Gi+Or3nS agencies: CAB , ICBG, SBCCI, BOLA, LAC AND SA agFnu es: Li160, IL 0, IBU i, c•UCN, Lha, NnD USM ---------- •---••----------•----•------------ bu:LD1NG DI'IEI,SIMS •-•--------------------------------1111---- --- g Fd,e G FacE of M1: at Blaring -- BUILDING DIMENSIONS --------------- -------------------------------- -- - -- -------•------ r ____ _ � left Bearin yy -------------------------------------------- ! - - � bu.LDINu D:hihS:GNS _ ----------•------ Widt), = Bearings = ilidtA Left Bear'ng Face to Face of Rigght Bearing Daft Bea n oy Face to Face of :\fight otar my Yidth = Bearin s Y1dtA - Jidth = bear3a s = ! Width ..-------------------- -- --- ----- iRUSf IN�C,�VT,00t, ------------------------------------------------ ikUSS INFORMATION ----- - -- \:IL: rU55 memver forces a E LaSFG Ln ,Goa utGup rl Tot:: LGdGS 1'J.,J_iJ:i NOTE: TTU55 member forces are based on Load Group M1 Total Loads 701/3_/01) 40Iis Truss re&Ler forces err@ 66316 on load Ltoup N1 Tut.: Loads (0:i3 /Ol) • Left Clip: 6" NO-NG%; R1 nt Ll: 6� n0-A; ,:, LEft n1 fit p: t t cp' Loft L ;;0-��"ui Fi ht %iI i HO•NCTCh P Left Clip- 6" NO-NOTCH Ri tt Cli 6" NO-NOTCH Lett Ri ht Reactions (Mu/Min): 1450/ 361 Lbs. ! 50; 361 los. ,op Chord rite to End 3.00" 3.10" .. 9,.. W Left Fish'. bearings. 10,- PIM 1 i0P (FINN 7 Eta ;.1 p'lil to End 3.0;' i.G4' Reactions (Maw/MiTU: 1611/ 511 lbs. 1 ,12/ 514 CDs. fop Chord pin to End 3.00" 3. 0" Reactions (illi+;Rlr.i: .5rl, 3co ,ys. .Alii; 3b. ,Ls. ;op LA6ra iln to :n4 3.00 5.1,v' (Gp Glora Length = 16' 1.55" 6t 2 % 4 2100176 ASR Bearings: TQp' DINA I10p' LINA 7 btr CADrd Pin to End 9.00" 9.00" bl:rinls: TO' .:nA . r ,u: ,a:,� 6;Y Lnui� tc �r•; i.v� J.Vv Ntm :..Grd leo to = 16' 2.19" of 2 X 4 2100FB tSh Tap Chard Length = 181- 9.b7" of 2 X 4 2104FB MSk Top Glord L@ngth _ IT'-10.OV of 2 X 4 c:Ov. ,TSR ! Bti Chord Length = 16' 8.96" of 2 X 4 21401717 MSR Atm Ct,oid Leilgtt = 11.c8" J' c % ; ci;: 6 ,"G;t 6 panels at 35.2576" ---...--------..------------------------------- 6 panels at 36.6121 b ,�dnels at 341;1'~: b -1147 p -2323 , 3758 . -3766 . -2953 p -1:?4 B I--- -------"'---- ----- ------- -------------- I ----- - - - _. . •••------- 1654 -551 -293 346 906 1697 B -1448 a -3695 -4762 -4791 . -3793 p -1552 F 3 -ii51 1 2927 515; . -;764 . -2740 i :.7i B 5 b 6 4 3 2 -2037 -1053 -366 424 1098 2165 -I�i4 -654 IiJ2 3;,: 91b 1:O'f 1016 r 300 346 -til -041 -705` YtbN 1 2 3 4 5 6 6 5 4 3 2 1 YlbN i 2 4 5 2099 1143 450 -339 -1009 -2103 1716 311 3:,0 -29:' -055 -1664 2311 . 3,24 . 3965 . ----- 2313 t 1 2906 . 44 2 . 5025 . 4487 . 3003 1 P -I ------- ---- -- --- - ----1-- i 2319 . 3522 . 3361 . 3513 . 2308 1 I---i- ----- -------------------------------I---I 1---1------------------------ --------------i-- 17.b3 panels dt 35.2388" 17.63 18.31 5 panels at 36.5911" 18.31 17,34 5 panels at 34.6562" :;,3i (!) Truss Bearing in Lo (p) 5/10 " pfd. Din Locakior, (i> lass Bearing Point (1) 5/8 " Dia. Pin Location tb1 Truss Bearinl Point a iti cold ' Lid. PIF, LGCa1Dr: (.) 3/6 " Dia. Pin location (-) Compressive Force a. Pin Locdtian (-) Compressive Force t.1 3;8 " Uid, Pin Location (-) Compressive force - ----- ------- - ---- ---------- --------- - WEB INFORMATION ---------------------------------•----•------------- ,� WEB INFORMATION --------------.--------------------------------- -------------------------------------------------- ---...__------------------------------------------- YE IHFOk1tATI0N - YeD Colors: 13ga.= Yeller, 141a.= Green, 16 a.= Red, 18la.= Black, 191a.=Blue B --- - -- VebN Did.- A. Holes Length Web! Dia.-!A. Holes Lenith Yee Colors: 131a.= Yellow,Length Green, 16ga.= Red, 16ga.= Rlack, 19ga.=Blue Yeb Colors: 1316.= Yellow, Toga.= Green, 1byd.= Red, 18g:.= Blatt:, 19g:.=Blue 1 1.0008 Large 25.55 3 1.00019 Trans 25.55 WH Did. a. Holes Length Year Did, ga. Holes Le ytn WeLN D3:. gd. NGles Lengtt. 2 1.00016 Large 25.55 1- 6 1.00019 Sys 1 25.55 1, 2 1.00016 Large 26.03 1 1.00016 large 25.35 3 1.00019 Trdns 25.35 3 1.00019 Trans 26.03 2 1.00016 Large 25.35 4 6 1.00019 Sadll �? - 4- 6 1.00019 Sma11 26.03 in adlition t6 LOW GROUP Nl LOADS, the folloring LOAD GkGUp' LOADS also reie used to generate trltical member forces and required truss uterials: In addition to LOAD GROUP' NS LOADS, the following LOAD GROU: LOADS dlso were used to generate critical memGer forces In addition to LOAD GROUP NI LOADS, the following LOAD GROUP' LOADS also were used to generate critical member forces ant i'eyulred truss maLEii:a5; . and tpuired truss uterials: ------------------------------------APPLICATION LOADS ONLY @ 48.00" D.C. SPALING----------------------LOAD GROUP N 2 - -'-- - ---------At'PLILAilON LOADS ONLi @ id.JJ U.L. 5iA.,lhS----- ---- - - ,url. ,•', •� _ kept. members: NO- � - C,; - - ------ ---------- - - --APi'LICATIOM LOADS ONLY @ 48.00" O.C. SPACING------------ LOAD GkOUp' N 2 $n.111 Root Lodd Class: 51wwt1.15; Live Load: 25.0 Gsi DEad L6ao: 15.0 p'sf - - ' '--------- �.. -. kept. mEmbprs: HO- _ Rept. members: NO- Snow Roof lad Ciass: Si,or{:,IST LivE LuaC: 25.0 Psf Ge:G Lodd: 7510 Psf Snow Roo/ Load Class: Sfiow(1.15) Live fwd: 25.0 Psf Dead load: IS.O Psi P 6'10 C� d 6760 3W BonMa Rd. 17 of MEC 2000.00296 8750 9W Borrftm Rd. 6760 SW Bonita Rd, f4 of 25 AMC 2000-00296 MEC 2000-00296 16 of 26 19 0/ 26 13� I6 Iy � � 6C) • ' .. ., -,V,*.""".Mtw.l.w:l aq.'W. r' ' , IA40 .-11____1____.1.__..,r..-".w. I I .I � 16 I 1111... . . .. ... % _. 1-t.A___- " .�.. __ _ _ _ _-_ _______ 111_1:^,,.r._•.*. .�__..-.. •---------.��..-1.111_.�,.....�___-_._-,-�•.--__. - ---_ _ _ . _________. _---__ �: Il •.• .. -. -1.111.._ !. td.. ..+-1111 ,_, ayY1.11E*twill 0,O :..imw.uwWW,¢uaag..4N.%wAatom�s.,'wR%atiolmo,.r'.,i$fs -IxtdilwfpliM.r,....- . .Mwmr1111 7rM. ane ,Iv 1111111111111111111 2111 11(1 II( . .. .�...r...-.. "` I ,, , C1 I I ( � I I i I I I :�" , 1 »I 111111111 Illlf ILII li.f1lllll lilI ltl UIIIIIII I111�1111 Illi�1011l III'lilll Iliill�lll II j�llll IIII�� I i�II1�Ilelllllll'�I!IIIIII'llelll III'`IOIII�IIII�IIIt�III,�IIItII�IIaI�IIIIII�IIIII!III�IIIIII;illllllillil�llll`IIIIII !'il I I I�IIIIIIIII1IIIII 1 !!� a j b ID! l 1 1 2 23 24 216 216 217 2S 20 30 LLLLC.1; t I ` .-`. �' I.'w, .. I , . _44"'." 11 ,, V. Ii `i;i i. 11A- ', % i L 417 11 . , y . • a. '.r: ,,.:W I 1,.,,, , tF *> '•1L,3tifrn;.j4 l:+ atm!k,TL'i ft;f/'�-'l+v.'.+.�.'..'91A(it ,:I' `^. ..: - �¢.tL!.v,�,x31,.. �.,;�s S`,ai..;r.Is'4t -...''.r, 1' ,J. r , 3. : i I •rz�, „r g q I I i � 2 � 1 ° OFT-10F ---� -- -------- - �- I 5PR1 Kl_ER w ' 250 10 200 10 20 ' 215 CiN OFF. 215 215 ' ?p 5 *25 ENTRY8"- .. T 12"a A I LIB ARl' 1 , 3' I WO 0 14 � ..o T I I a � rx 200 g"o ?00 200 0 L17 250 14"0 500 Q a 14"a r I ( o 0 a - - o �/ Q 3/4 MP GAS i O U LLL 315 31 _ 400 n 400 - 4 4p0- 0 330 n 330 �0 ( t b"0 119 43 I f nnn N I8"o � �- i4"a 14"0 6"a 14"0 LJ K � 1-1/4" MP GAS 1-1/4" MP GAS I" MP GAS F 1 �/ i 3/4" MP G 5 n� REGE ION ' LST Imo-) 101 - k =3 VE.STIBULE13 3/4" MP GAS � � N RTU-2 r 1 _ t- "'1 J I - —3/4" MP R�� f 1 3/4 -MPC A5 - -3/4" MP GAS _ _�_ 3/4" MIS _- 12114" - 2 - -- 3/4" MPA 5 _ UP THRU R 3/4 MP G_- 3/4 MP GAS I' MP GAS 3/4" MP GAS 1-7P-fiH a 1000 1000 �� 1500 � 15Q0 P Y � � UP THRU ROOF T UP THRU R 1 0 1200 � I:�'0D 0X14 SA UP --� �-L � � J , 1200 �-�200 T_ I _1 A T -4 00 e7 v I I 24X18 T J I 18X20 RA I E- ISX20 RA- OPENI 18X20 RA I -- _.___-- _ _ I OPENING � Z I l2) PLA E5 T=1 (2) PLACES IIG OPENING LUNCH RM 18"0 nn nn (lf� 18"0 (2) PLACES 12"0 12"a (2) PLACES I�"1 O ff 2,40 4 I�� 0- c -18"a 3 RF_CEIViNGi FROCES.6IN 2�TAiL :1.FS I WHOLES I LE SALES 10"a � ' 400 400 10"a I i 102 103 400 400 _ CL05ET I 5TOR4GE AREA I -- 315 315 E-- -� �- -� ((DD iib 330 0 7 I 8� 1/2 MP GAS I I I ` 8.:o 16X& SA L J) DIFFUSER T-5I (REF) 14•'0 14"o -14"o 120 14"0 (-1 "0 160 315 315 1 400 400 1 400 00 1 301 1 330 330 a `-' 16X8 �'1PPLY u 16X8 SU L•J 16X8 SUPPLY u 16X8 SUPPLY L' ,41R GRILL AIR GRILL 160 AIR GRILL � W1 DAMPER - - - - - - -- - - - - -AFL - - - - - - - - - - - - - - - - - - (REE)- - - - - - - (REF) E--� ( � -- - -- -- ___- -- =- - - - -L�-_ - - - --- - -_-- - - POC �- _.• GAS METER �.. i SET BY OTHERS 2 P51 1 FLOOR FLAN�l `�' TOTAL DEVELOPED 1_ENGTH 215 FT. SCALE: 1/8" = I' - 0" M—�+�-� NORTH (� EQUIP 1ENT 6GHEIDUL.E O ' S`r"T'1BOL DESCRIPTION �. • RTU-I ROOFTOP PACKAGE UNIT r , •••� 1-I� TON NOMINAL COOLING CAPACITY, 3000 CFM RUUD I� i35,000 BTUH HEATING INPUT ECONOMIZER, PROGRAMMABLE THERMOSTAT, SMOKE ;DETECTOR 2 P51 GAS O i 460 VOLT / 3 PHASE, 16.9 MGA, 925 LBS. NET WT. ' RUUD MODEL UKKA-A85DL08E RTU-2 ROOFTOP PACKAGE UNIT 1 2 li 6 TON NC"INAL COOLING CAPACITY, 2400 ;.FM I . F 135,000 B:7UH HEATING INPUT - ECONOMIZER, POWERED EXHAUST, PROGRAMMABLE THERMOSTAT, SMOKE DETECTOR 460 "OLT / 3 PHASE, 44.,0 MCA, 850 LBS. NET WT. -' I _I_ _ 1 _ _ J .F- I RUUD MODEL UKKA-Al2DL08E -- -- - Revisions: RTU- 3 ROOFTOP PACKAGE UNIT 18"o SUPPLY 6 TON NOMINAL CC�,LING CAPACITY, 2402 CFM 135,000 BTUH HEATING INPUT ECONOMIZER PROGRAMMABLE THERMOSTAT, SMOKE 'DETECTOR 2 ��C I ION � - 460 VOLT 1 .3 PHASE, 16.9 MCA, 850 LBS NET UJT, RUUD MODEL UKKA-Al2DL08E -- ----- J"I- � SCALE: NTS NOTE S - RTU-4 ROOFTOP PACKAGE UNIT 5 TON NOMINAL COOLING CAPACITY, 1950 CFM O I" SOUND LINING REQUIRE:. ON ALL SUPPLY AND RETURN PLENUMS. 100,000 BTUH HEATING INPU- ECONOMIZER, PROGRAMMABLE THERMOSTAT 460 VOLT / 3 PHASE, 16.9 MCA, 8W LBS. NET WT. � FIELD VERIFY UNIT PLENUM DETAILS. RUUD MOD_L UKKA-A60DL08E -- O INSTALL PRESSURE REGULATORS ON UNIT SUPPLY GAS LINES. RTU-5 ROOFTOP PACKAGE UNIT 1 V� 5 TON NOMINAL COOLING CAPACITY, 1950 CFM 100,000 BTUH HEATING INPUT ECONOMIZER POWERED EXHAUST, PROGRAMMABLE THERMOSTAT AD Project Number: I 460 VOLT / 3 PHASE, 4410 MCA, 800 LBS. NET IUT. + 174-8656 RUUD MODEL UKKA-A&ODL12E roved I ' � p r��cl, File Number: } oncitlonally APP rr,bltd „�; 184�56M1 RTU-6 ROOFTOP PACKAGE UNIT Of only it", N0 �t �'-L_a .�0_...."''i Date.: 5 TON NOMINAL COOLING CAPACITY, 1950 CFM 100,000 BTUH HEATING INPUT t�ER F011ow.. ' ' .. (D7-(Z'6-2�� ter to. r ECONOMIZED, POWERED EXHAUST, PROGRAMMABLE THERMOSTAT �e A�� ••, 1 " 460 VOLT / 3 PHASE, 61.0 MCA, A00 LBS. NET WT. RUUD MODEL UKKA-A&VDL08C 1 _J�Address: _,Oerte• M -1 rEy. 6750 SW Bonita Rd. { I MEC 2000-00295 17 of 25 - f j _ .. +�.w+.M� -. �m...w 1 CM�ullliluliiiijiii�lliljiii�illi�llii1ifiiliiii nlijnil nnlinl lliiiili�lii�lnl�n".-..' il'" I"'iiiijiulllul�il jail iiii�iiii Illli�ill iliijiiiillil�""iiiii'i•i'ililil Ilulnil Ili"i ni"""�iili'`lili illi uii illi ini ilii ini nli lin iii i _ - 10 I I 12 13 II4 II8 !I7 IIS IIS 20 21 212 1213 I I I I I I I I I I I I I I �M LEGIBILITY STRIP -' - —• ca 24 23 28 27 28 20 30 f tl 11 O1 NONI • IOQ OE 4 .p: f T -- —. JO—i?i' :� t SEE C4 1%Op Iz off I __ < 1 - - - - -- ---- - - ,� - --- - -- ------- ---- -- -- -- - - - - - ---- -------------------- , - - - - - -Y- .--- �' -415C 'E 14 ��; ; j 1 l 3 1 �-- • TO 5-'SE 25 � TSA-GKN G ' I t C.Z � -► Sri —�-- I BRACE mEi 95-22 r. ^ - -- - -- - --- - -- --- - - -- - -- - -- - - - - - -- -- - - - --- X ` L ' x — ^J U w - - _ _ -- Lri S=E -Sa I c2 :aL63AXA2 3 a I ! 1 - Cu 6 < X 3 3. (6 < X 3' G. 8 Xli J L - r q 2s_ (c - < X 43 16 I � ! � � i r / 'ASF NAM. S#4EAT-,.N3 � r4f 6L 5 .."*S AND CM;; IL ROS 5-+EGT*�ItiG ALLR TH:$ _SNE oCTH EAG- S=E -KE c<' r a.51 All a- STRu'TS AND CNA1 OWS � ''moo �dZ:.S E RJ.S SOF '0o NAL-S �. I i 38' 'T.J X11 b' O.G. S2, X. ' i M <-<"-M LIM 01 2 i IN .2 __ _ S�`� -�.J lam? • #4A `n U I I I i i I A,8 �� fib...• - - ---- - -- - - - - -- - - - -- -- -- - - ----- - --- - --- - -- --- --- ------- - - -- - - --------------- ---------�` ' ---- -----_------ -- ------------- - - - 1 - 1 - t_ a _ - - - - --- -- -- - -- - -- ROO= Silav-, =ER NCTE a' 5E-O. rG r`✓^�� ` - v' ' ROOF FRAMING PLAN S�AT-I%s ��~ `� A- A' C.�. — TC 4 X 10 X 10 �;sER -C SPAN 2 -CA, NOTES: / i ROOF SHEATHI�vG TO BE 3,t' 8 G GDX P� w00^., �!.`�. "ANE.. /8 << P'AIL 54•4EATHING r_ZTr•1 10d NA:__r- AT 6' O.G. ALk SjwmDORTED Pao /" 3' TO STAT EDGES ANC 10cl AT '2',O.C�.-7—G. G_ -AT HATG« D AREAS B.AGK G,•.-- PANES E;K;Ec 4N NAL OF - < x '2 B-OGC��a k:T*4 10d �5 AT A" D.G. ALL WANE._ E:a AN-, "do AT 12' C.G. PML.=. % .S�r e —0 <' Q• i.) CONTRACTOR TO ' .'n SIZE A`v.. LOGdTION f7� MEGHA'.:GA._ l!►vITS. NOT:�Y EhGITVEER <�' ` .t-�" .�. 2 + OF ANY DZSGRE"ANCIES. PRC,,'=E ADDITIONAL.... :OIST5 45 REQJIR>s i < �\ 3.: O -INDICATES _ZNTE� ---E. SEE DETAIL./51-33`; — 4.) 'ORCYIDE ADDITIONAL :GISTS AS RSQJIREC AT LINTE.- BRACE. SEE �� i PRO'/IDE .OAC , y MA- 2222 G8 X t+.5 �/ i TRANSFER BLOCKS - r AT 2 PANE- -=NTS � i , '51 _'�-.: -- �« a ,. A' I OMIT 9' / -- - � 6 ) 1'-4' 3'--4' 3-4' 1'-A' �t1 x Q ( �- I --�� BOLT IN TO" Oc ' 1,'2' H 3/4' AL - - �T.S. RACK 5,1�OR r,tITN 3/4' DIA. f aJ �\ 3.4' DIA. RODS F T � % SLOTTED "C_� C 4 X IV . � _�✓+ I' I N,2 X ,4/// 0.8x11.5 _ ------------------------------- L DATE 4 - - - - - _ AA Ir/ FILE x x . 1 sos 991552 eEL �K �� DE..ON 33 '_- � I ♦ 4 f "tm � l flLJN C -^.►:'GATES SPAN of 22 GA- ,�vecv TYRE 9 FC,R!ML.CK 1 i METAS DEGKI1rG. 1�1.Z DECsC �W !4) 1/2' oJDDL.F 4.Ei.^c - -- - - -- - f J EACb4 "IECE EACH 5+PPORT ANC BUT'TOh PUNCH+ Sr�M5 ' ' AT 2i' O.C.- SHORE HECK AT SPANS OVER 5-0' 11NTV- � I ATE HAS ATTAZA OFSZGh STRETws'TH. LEWIS & VAN V L E E T INC. C CONSULTING ENGINEERS i rz N CANOPY FRAMING PLAN CANOPY FRAMING PL-AN 4 CANOPY FRAMING PLAN �� FRAMING DETAIL ISM Ow bomr ferry row 1._J � • APRZLS-5 1,8 = ' �' ., AF'R�5 5 8' _ -0' MAYS = ' -2' tudatfn, a70d2 i 2. AP'RILrr-5 1%8 = I-�' �. 503 �5 CM 6750 SW&Mib Rd h G. Q� �'S03; M5.1206 TQx MEC 2000-002!5 -- -- -—-- - ---- - - — ----- ---- /�"/ / - 1- -= —~ — — is of 25 -JF . ruMr.0-v..._. s... ....ryerri. by . .r. V..., A . ,.. � _ .o. .we+" .. „ �141�IIwP..li S71•#.SXl.elr .. ..+.ir•r ,... ._•—. •' :.PwW.....,..di4"LT'f1t:— ..qWR ..ti, 1v. 'uti1D+YI � •wnwnk,wl�'�� 1E6I6Ilttr STRIP 2 3 4 5 b �/ 9 10 11 12 13 14 is 17 IS 119 20 21` 2!2 23 24 25 26 27 28 29 3C offt 111JI11,111,1111 11111111dJ111,11 111111111,1111111 11,111,111111111 J11111 111 Jill I I I OLP p� i .,t '1 1 BUILDERe FrameWorks. ATTENTION a U � Enclosed is IMPORTANT Information for the Safe and Proper PERSONAL INJURY OR DEATH MAY RESULT FROM FAILURE TO READ AND FOLLOW THIS INFORMATION Use of Trus .foist MacMill www.t�m.com MacMillan's F, ameWorks Building System I . OPEN-WEB TRUSSIDENTIFICATION � PERMITTED I ERECTION BRACING 6. INSTALLATION TOLERANCES� TR USS CHORD ALIGNMENT TOLERANCE BEARING CONDITIONS -- OVERHANG TJL"and TJLX" Truss ;� TJS"'Truss / TJM'"'Truss TOLERANCE OF TYPICAL BEARING 1'12' x 3112' A - 1'/s' x 26/ra"double 1'/2' x 31/2"double — TJW'""Truss � �� TJFI'"'Truss \ � / 1'/' x 4'/i' ..a. A.-= -, 11/2' x 51/2"double �� WARNING �- _ -- -- -- ------ - ----- HARDWARE (TJS'"" bearingshown) WITHOUT CORRECTLY INSTALLED ERECTION BRACING AS SHOWN BELOW, - - _ - - - —- ---� TRUSSES CAN BOW AND ROLL OVER CAUSING DEATH OR SERIOUS PERSONAL - - INJURY AND PROPERTY DAMAGE t ` - - J - - - - - - - - - ti. NOTICE __L__ -- -- —'/2" MTimuni -� vERncALSINGLE CNORD TRUSS L DOUBLE CHORD TRUSS DOUBLE CHORD TRUSS - VERTIC LERECTION BRACING AND PROCEDURES,AS WELL AS THE SAFETY OF THE - - - - - - - - -WORKERS,ARE THE RESPONSIBILITY OF THE ERECTOR THEERECTOR DO NOT ALLOW WORKERS ON THE TRUSSES ITIS DANGERuUS TO STACK BUILDING MATERIALS - - - - - - Bottom chord of truss TOLERANCE \� SHOULD MAKE SURE THAT THIS INSTALLATION INFORMATION IS UNDERSTOOD UNTIL All TRUSS BEARINGS HAVE SEEN ON TRUSSES BEFORE ALL TRUSS BEARINGS AND should not be out of BY ALL PERSONS INVOLVED IN THE TRUSS INSTALLATION PERMANENTLY ATTACHED BHACING HAVE BEEN PERMANENTLY ATTACHED square with deck by - I MATERIAL IDENTIFICATION SEE [7i more than 1/4'per toot of Maximum overhang for all truss trusses provide proper performance more --� truss depth.(Le 1/2"for bearing hardware is 1/4"' Trusses should not vary more 24"depth truss) A. STRUT BRACING - Tubular steel with flattened ends than 1/2'from a straight line ' Maximum overhang for TJM'""trusses with A. Tab* furnished with all open web trusses.L_Strut�brajg to be BRACE EACH TRUSS AS IT I PLACED "z Clip"or "Pedestal"bearing hardware is'i." _ -- �- "" Installed as each truss 1s set. See 5-A 5-B 5 C and 5 D - - ' TJL", TJLX'" and TJW'"' trusses require strut bracing �__— — — --- without tabs. Truss bearings, bracing, bridging, pre-notched plate, etc. must be properly installed as erection proceeds. 7• STACKS OF MATERIAL ON TRUSSES DURING INSTALLATION p P Y B. �� `tit B. PLYWOOD EDGE BLOCKING is provided by Trus Joist �y y�� THIS 1�� .��. MacMillan on some projects and used for nailing sheath- o V_ O_T_ THIS --_� Ing edges. Edge blocking will not prevent trusses GETTING STARTED PROPERLY from bowing. Edge blocking should be installed after - ` strut bracing (erection bracing) is in place and immedi- ately BEGIN AT LATERALLY BRACED prior to laying sheathing. BEGIN LIKE THIS IF THERE IS NO , C. a, END WALL OR BEAM OR LATERALLY BRACED END WALL OR BEAM :- t 5-A Laterally braced end C.2x4 STARTER STRUTS b contractor with framing ,' y g wall, beam or ledger � _ �` _` • ' ,•�-e, ��,.,• , anchors (shipped loose) furnished by Trus Joist Sheathing and nailing to conform to minimum �_ 1 ;�• ' ��_ y l •'•• • ••• MacMillan. See [5A] and 5 D 2x4 starter strut furnished by /� Beam,wall requirements as set forth by project architect, or led er engineer or local budding code contractor with framing i% g See � for allowable nailing "j '�"�: _ _ —• anchors furnished by support(typical) s d Trus Joist MacMillan. CAUTION q. D. CROSS BRACING is provided for most bottom bearing See 2•c and s•o .; ' ,., ` Maximum of 3 sheets of sheathing ,�, .� ____,�.;,�r��_a._ ___�r•--�_ locations. Gross bracing to be installed as each truss is Q `� per 10 feet of truss length set. Contractor to bend ends prior to installation. See (-5-E z1 3. BITTRUSSESNOT THIS ,M Strut bracing furnished by Strut bracinfurnished by , ' . 3�`` - ` WARNING JOSE HANDLING OF TJS truss shown t ical us Joist Me-Millan. S e(typical), � '\ 'G -.. tee,• - Trus Joist MacMillan.See --� No workers or materials are allowed j Details for other open-web plan for number of rows plan for number of rows on the trusses until all truss bearings trusses similar. required, See �� for truss � 9 See [s] for truss alignment. a'• ■ Trusses will be r1elivered to the jobsite in bundles of twenty or alignment and bracing have been permanently THIS — _ attached See rJ ,a less, banded together for handling and shipment To avoid - — � i; damage they should be lett in these bundles until they areread _Miscellaneous toe installed in the structure REMAINING TRUSSES - INSTALL STRUT BRACING AS EACH TRUSS IS PLACED ■ Miscellaneous hg iced f such hspe specific angles, jag shipped i 8I. NAILING OF SHEATHING TO TOP CHORD MEMBERSbMts, Wads as re uued for each s ecdic ob will be shy ed m 00 bags or boxes with the trusses 24"on•cenler maximum ■Bridging material and pre-cut blocking items, if furnished by WARNING USE THIS WHEN ERECTION BEGINS TYPIOWAL STRUT BRACE CONDITIONS in each chord member Sheathing material CLOSEST SALL PACING NAIL Trus Joist MacMillan, will be bundled and banded. TJL .�4 ' �= Do not hit webs with forklift IN MIDDLE OF BAY (roof, floor or odd space) NAIL SIZE DIA TJLX'" TJS'- ' forks.Bent or dented webs - WARNING --_ TJt.,- TJW'• TJM" must be replaced. A I- 5-C Nailing closer than specified BOX uJ 4• z v" -D f au tz':1 - - - may result in chord splitting. �� % COMMON 191' 8" 2" B' • j /--~ �• .�� 10d 3. BOX - 128' 6' Z" �.6:_ Sheathing and nailing to conform to 2x4 starter strut furnished - �� _ ( I COMMON 148"_ e' - 2',: 6' inn;+mum requirements as set forth by by contractor with framing - - o` 120 I t,�j Box 12t1' 6 - 2' 6' ~-� _ COMMON 148' 6" 2'7 6•- project architect, engineer or local T.y �, anchors furnished by Roof strut bracing COB(Y - 135' -6 Z ,• - 6' LJ Trus Joist MacMillan COMMON 16z' e' - 4• e" t building code.See e + „ _ - for allow,hie .k ' ' ' , 16r113.:) r r y , Chord members ' '• � ;r `• Waiting. '� ` . ��. .c� , ��,. � t 12'nails furnished by a ..' Trus Joist MacMillan IMPORTANT \�_- ■If more than one(1)row is used, the rows must be offset at Use proper size nails to till least 1/2 Inch and staggered PP -� all nail holes in bearing clips, ; Nailing pattern to be per plans and specifications,In no case ■ 14 gauge staples may be a direct substitute for 8d 2112" bridging clips, bracing, etc 9 P P P P P Y ( ) shall nail spacing be greater than 24"on-center in either chord nails when having a minimum penetration of 1 inch into the Floor strut member.Nails shall not be less than rid(2112")or greater than main member, bracing. Attach to 16d(3t/z"). 111111 1111111 of truss L WARNING / top chord 2x4 with 2 10d(3")nails at 9. NO FIELD MODIFICATION OF TRUSSES IS PERMITTED M, Workers should stay clear when Strut bracing furnished by Trus Joist each truss by contractor • ' cutting the banding to avoid MacMillan.See plan for number of rows TYPICAL DETAIL DETAIL AT bandinpossibg orjury frorn flying toppl ng trusses. required. See Ls1 for truss alignment. AT END WALL ODD SPACING ■ DO NOT PERMIT CUTTING, DRILLING OR DAMAGE OF THE CHORDS OR WEBS. - ■ DO NOT REMOVE STEEL PINS OR WEBS (EVEN TRMPORARILY). ■ DO NOT MAKE FIELD REPAIRS TO DAMAGED TRUSSES WITHOUT WRITTEN APROVAL OF TRUS JOIST MACMILLAN. 4. JOBSITE STORAGE OF TRUSSES NOT THIS BOTTOM CHORD BRACING INSTALLATION IF YOU HAVE PROBLEMS IMPORTANT . . BRACING BELOW IS FOR TYPICAL CONDITIONS. FOR BRACING SPECIAL CONDITIONS SEE DRAWINGS. / ■ Damaged Trus Joist MacMillan Products Manufacturer's engineering responsibility is only for the design of the Trus Joist MacMillan products,alrldpot for �; any supporting structure or loads other than indicated hereon. All materials shall be furnished by othgr540ess _ ■ Ion ro er Fit THIS 5-E Cross bracing Improper specifically rioted by"mfr"(manufacturer), by"TJM"or by"Trus Joist MacMillan"herein. _ ■ Field Modifications I warrant that these Trus Joist MacMillan shop drawings have been provided to the contractor/installer and ■ Damaged trusses ■ Questions About These Drawings responsible design professional and that they have been verified and/or corrected for accuracy of loading must be repaired � or replaced ( information,consistency with building design, quantities,dimensions and that all questions shown on these T drawings have been answered. I also agree thal erection of the materials is the sole responsibility of the installer Call Your Trus Joist MacMillan I�epreseutaUve r Nailer and bracing ❑ APPROVED, NO CHANGE I 1 APPROVED. AS CORRECTED CR�t<6 M�-M--ANJU S --- - jl _ Bridging where if shown on the MEMO shown on drawings drawings Phone (50"_ •I�.- S02I Purchaser - - Date or - - =� SINGLE CHORD TRUSS Our Engineer or Department By ---- - Title _.�1C,�hlABLZ_�L�1C&�lT Cross bracing _ FABRICATION OF TRUSSES CANNOT BEGIN WITHOUT PURCHASER'S SIGNATURE Phone - - -- ' ■ NEVER store trusses Cross bracing furnished flat or set trusses by Trus Joist MacMillan directly on the ground !-,stall as each or in contact with truss is set �1;.s,•-•�"•-•- ' ' /-\T I �/ CH � 0 S• RE� �/ •� N r >k standing water #11 f f 1x4 nailer required, Nailer required at Nailer and bracing if Q 0 �0 �+' attach with 2-8d spans beyond 40 feet shown on the drawin s - • AIWAYS sol buss bundles on slickers placed at 9 the truss pin locations (2'12")nails Bridging I`shown o GON AUG O ?ocip \ on the drawings �qR cc" T l fA9ZJ otZ 0:60 ■Cover truss bundles with paper wrap or canvas tarps to �� \ C� 16, t �;� r r protect them from the weather DO NOT use plastic covers as PROLONGED EXPOSURE TO THE ELEMENTS HARMS DOUBLE CHORD TRUSS F� *� FOR PRODU0 , N they will cause moisture to accumulate on th'.�trusses THE APPEARANCE ANO STRENGTH Of THE TRUSSES. -�/ T Qn) C' m° a r URA11 N DA'I E CHECKED DA I h ORDER\U. `V rrameWaks4 M4crollartia,ParNarrie,stwrir FlooN,TtrriEer$trarida,TAO and Trus Jas!M4cMtaan•are r resod -son ^�w 6 6- 1 +-'00 Nem (�6- 1`7-00 f N 24 g00o61 I (l� 7 �zoo e" M=L rs used as an abbreviatton for Mtcrollania LVL T■S Is used as an abbravtstion kw TimbefStranda LSI_ m Irw*mar�and TA"".TJLX",TJW^w,TJS'm TJM14 and TJH""are trademarks or Tws Jcvst Mact�Aden a wrrwied PRL is used as an abbievtalion by Porallarr>•PSL ,•Jt Ia used as an abtxewatton for TO Jost 04/99 REORDER 60308 - -------•nom----'_'- -—• �.. _ - - 1 IIII IIII IIII IIII IIII IIII IIII IIII I I I I x1111 1111 IIII I I I ISI I I I I I I'I-IIII IIII IIII IIII IIII IIII* i'l l l„IhI I(l i t I I( I I LEGIBILITY STRIP _ ��°- �� I I I I I I r�0 I I�I I 1�2 I 1�3 I II4 I I6'I�III�� IAB1�9 lli�llli�10111�11121�11u�11 �1211i�nll�ull�llll�llll�llll�lnl�llll�lul�llll�llll�llll�nll�llll�lnl� �� - • ""v - 888 3 24 25 28 27 28 29 30 r, S.r , ��- t; II r ZI O1 , H0N1 a too • ',': 1 , OR - bra. c rv_. ..ri'...::..mom'':l�"rJl...�..eu.a.. :....-....�:..._.., t ,.. ...__ ..,. ,,.:. ..- ... .... ..- .. .. .. ... ... ...-....—..._. -._ .,_....-. _-............__ .._-_.-__._.._..�..._—....- - — f 4 J 't ATTENTION BUILDER Tilai I L IFrameWorks- Enclosed is IMPORTANT Information for the "-' � � Safe UVl%��*�� and Proper Use of Trus Joist MacMillan's FrameWorll Building System I . JOBSITE ,--- 2I. 4 . 7 HOLE CHARTSATION 4r -1 Tables are based on uniformly loaded applications or building code provisions for concentrated ioads 2000 lbon WARNIN over 2vz feet square) with 25 psf dead and 20 psf panition DO NOT CUT. DRILLloading For joists supporting concentrated loads or other OR NOTCH FLANGESWITHiIUT CORRECTLY INSTALLED ERECTION BRACING AS SHOWN BELOWJOISTS CAN BUCKLE SIDEWAYS OR ROLL OVER CAUSING DEATH OR SERIOUS _ conditions or possible exceptions, contact your Trus Joist r I I I I I PERSONAL INJURY AND PROPERTY DAMAGE MacMillan representative. �P NOTICE _ _ _ 11 knockouto at of prckimatrij t' on•Ceeter - •tkE� ERECTION BRACING AND PROCEDURES,AS WELL AS THE SAFETY OF THE t Fr rtaangurar i avadaWe,n most lora Sines :D.&e&may ft err I;ngesi horS�•: WORKERS.ARE THE RESPONSIBILITY OF THE ERECTOR THE ERECTOR oriented wltn knockouts at t, or bG tom to 1.,,n est nora -• SHOULD MAKE SURE THAT THIS INSTALLATION INFORMATION IS UNDERSTOOD 00 NOT ALLOW WORKERS TO WALK ON JOISTS DO NOT STACK BUILDING MATERIALS ON UNSHEATHED V " UNTIL BRACED INJURY MAY RESULT. JOISTS STACK ONLY OVER BEAMS OR WALLS \� BY ALL PERSONS INVOLVED IN THE JOIST INSTALLATION I t 1 ♦ . � t USE STICKERS ADEQUATE TO KEEP �T -} - _ IMPORTANT JciSt JC th JOISTS ABOVE GROUND AND OUT DO NOT DUMP OR DROP J!11S'S FROM TRUCK _ OF MUD AND WATER"PP btrui Imes must be Utd k (minimum)5tnp of aheathrr.d,terve.eery or Permartnt; ece topic 1 I , _ RUXIMATELY WEB AREA I `r,r' prated erd wad,beam or 5heathm, If ef+ere+5 no braced end wall If jxrmarent,nod Per pians _' 10'O C WITH A 24'MAXIMUM g and&peclflcation&.h temporary,use 84(2/_")form na116 its r. Strut fines(1��mlmmurn) - r CANTILEVER) at 12' o„.cer,ter I •6 0 fpr;ort t5 with 1'J�'wide T,mber5tran4` L5�flanges i PROTECT iCOVERi•IOISTS FF X1,1 EXTENC,ED 0 8'o.e,for Jaats with 1'/-"wide M tiotidine Lti' NargeS EXPOSLRE TO SUN AND WATEFI 9 o.c.for'Jrst&with 2'!:' wide flanges • 10'o.c for joist&with 3!.' w,de flanges Stack puilding materials p.tr f m.•r 1':':r r \ ------ -- ----P - 1 strut lints arc required `\ / '`� watt&Or beams Only 1 l�r5t n air } at ah bearing kxaUon& .� -'•� - - --_----------------____ . . where Joists are not otherwise braced / • ' •e;.jt ,' ,� "� a, •. INSTRUCTIONS TO DETERMINE HOLE LOCATION 1 Enter Table 1 e.ith re' uue J h.;,c--ize and uiSt depth Find hole factor or hole location 2 Enter Table 2 with hole factur froth Table 1 and joist Span Iinside face of suppan to r', :• ' face of support) Find the hole location minimum distance from Inside face of supp• t01 ' y nearest edge of hole Carni eves tlrac;ng :'+ TABLE t -HOLE SIZE FACTORS Ano LOCATIONS TABLE.'-HOLE LOCATIONS may be required rj N a PERFORMAruE PLUS'WEB JOIST HOLE FACTOR tine plan �- a S w SPAN - A 8 C D - E SPECIAL DO NOT t IFT Tit,JOIST IN THE FLAT ORIENTATION DO STORE JOISTS IN VERTICAL ORtENTAT10N DO NOT STORE FLAT ' \.� F-II all nail holes with the W JOIST DEPTH 14' 1.3 L•U' 2'6 3'•y' 5.0' C014SIDERATIONS n.•.:�• proper hair& '3 W i -- --'---- is t'3' 7.0' 3•o' i•u' S•3' • The sires given In the table �. a a tt ry 14~ 16' IB" 20• 22' 24- 26 28- 30 16' 1'•J 2.3 3'•3' 4'b* S.yJ are hole SIZeS.not duct S12ea LEAVE JOISTS BANDED TOG[THER UNTIL READY TO INSTALL a' 1 s. A A A 4' a 4 a 4' 4 r 17 1''6' 2•y 3'9' S'o' �, 3' Rectangular holfr sues ilii Eased on measurement of the Ends of canti�ers must be % f 3' til" A A A V-3' 1'•3" 1'•3' 4- 4- 4- 4- tB r-6 3.0' 4'•3' S''o' _b 9' IUnye51 SIUr laterally StaWlized with bockina, I -- ,7 -•- 1' 2'a~ B B A A A 1'•3 1'•3- 1'•3' V-31" 4" 19' 1'•9• a•0- 4--3' S'6 7 0' •Where more than one hale Is to WARNING braang,or nmJa&t 8' 3' C C 8 A A A A A 1'•3' 1'•3' 20' t 9' 3.0' 4'•3• 5 b' 7.0' be Cut In the 6eu ;hr lengln of -�\ WORKERS SHOULD STAY CLEAR WHEN CUTTING THE -- 21 2.0 3.0' 4.3 5''9' _/'3 the uncut web between Holes BANDING TO AVOID POSSIBLE INJURY FROM FLYING BANDING fl' 3'ti' E C C 8 8 A A A A ,'•3' must De twice etre Ieltgih of the � -- 22' 2.p• 3.0• 4.3• 5•.p• J.3- 7• 4• D C C 8 8 A A A A longest dimension of the largest OR TOPPLING JOISTS IMPORTANT - 23' 2.0' a•3 4.3' 5''9' 7-6'- adjacent hole 2a 121 narlh E D C C 8 8 8 A A 1 minimum 8` 1�': • All blocking,hangers.nm boards and nm joists at the end 21' 2'•3' 3.3' 4 8' S'9' 7•s' Tables are based on Semple span _ supports of the TJI' joists must be completely Installed and \ !l' sv: E D C C 8 8 a A - - 25' 2'•3' 3'•6' 4-,1• 51-91 7 9 T applications For uniformly loaded Property Walled. 110• 11" E E D C C 8 B 8 - y•3 9 4'•9 6'•0' r.y cantilever and continuous span _ PRODUCT APPLICATION • TJI'joist top flange must remain straight within a tolerance of I 1r e'rk' E 0 D C C 8 B applications trio holes must be I A$suRANCE ' , 7"=from true alignment 27' 2.6' i 9' S•U' 6''3' 7 9' I u• 7' E D D C C 8 located one Ina.further from th+• I " ' -- 28' -- [ 6" 4'•0' 5'•3' 6'•b' 6 0' support for each toot of joist sr, \�t • Sheathing must;1e totally attached to each TJI°joist before 13• 7Y: E E 0 D C C I� additional loads ;an be placed on the system 29 2'•6' 4•o' 51'6' 6'9' b 3' 1 titan the vmueb In0r�aled Int the 0 0 C 30 ? 9 4.3' S'9' 7'•0' a•6' tdbi~s Do not cut holes in I I Do IT RICH�� • Without bracing buckling sideways or rollover i5 highly probable UG NOT LIFT TJI .JOISTS BY TOP FLANGE FIRST!! 15~ 9' E D D C ---- --- - -- s can;dever area vrlthout consult- 31' 3.0' 4.3' S'•9' 7'•J' b'9 Ing your Trus Joist f lacf llLan 16" 9'a' E E D D --- 32' -3.0' 4'6" b'•G' T•b' 9'3' representative. 1T 10' E E D 33' 3.0' 4.9' 6'•3" 7'-9' 9 6• . WEBSTIFFENER 18• tW.' E E 34' 3'0 5'0• 6.6' -8 t9' ttw E E 35 3.3' 5'•0' 6'•6' 8'3 100'5 . t '20 2 . . . E 38' 3'•3 5'•0' 6 9 8'b 10.3' � WEB STIFFENERS AT CONCE14TRATED 'Rectangular holes based on measurement( longest side LOADS EXCEEDING 1500 POUNDS REQUIREMENTSEXAMPLE: Find mnimum distance from inside face of support to nearest edge of hole. WEB STIFFENER MATERIALS, tYeb sfiHener requirements very based on joist series SIZES AND ATTACHMENT and depth. See plaNdetails for requirements specific WITHIN THE JOIST SPAN TOP OF FLANGE WARNING " Ft the loists being used on this project. l C.4 d beanng wall or other concentrated NAILING CLOSER THAN d' '- tor-1. TJI"joists with 1'v."t0 2;,a"wide flanges I,ad ji:cvc,within the Jost span. See > SPECIFIED MAY RESULT o __ _ 1 .vi/,jetails for ypeafrc requirement&. r IN FLANGE SPLITTING. O o O O O 0 q O ~y'\' u o c' r '" Rrfpnaaridi tjlEB • Web stiffener material shall he sheathing / "'" "'u"' meeting the requirements of PS 1 or '! ria rmum Loco beanng wall o.other - t max,n urs � concentrated load above at ' 1'S?ur of CSA Standards 0151, 0325 or g joist ends See jtlan/ "'Is ►n;. For slopes greater than IV per foot (Y4" per foot with 0437 with face grain vertical -- for specific requirements We stiffener both s des must be tight f Nail"ti aced hangers), beveled plate or sloped hangers may be • Minimum wet)stiffener size Is P against top flange.Attach with 3.16d % ti,;' CanUiever or ; , . •14a at 2 +1c ,. ;K+. required. See plan/details for specific applications. �onimuou&span •a' x 2Vii for jolats with 1+, wide flanges / (3'/:")box nails minimum at joists with 3'1," ,. ;, �" Closest&Pacr'19i rrusrmum •' ' ,t' x 21'+t'for joists with 24m• wide flanges _ .vide flanges P,ttach with 3.84(2'1_')box �::_;� - bearing location ♦ 1 ♦ -- - -- _ __ I DO NOT CUT HOLES IN Jrwt spar 1' x 2A'+a'for julsts wdh 1''+0' wide tlanyi:S - `'rug fit rads mrmmum at all other Ja&t5. ?'.�� CANTILEVER WITHOUt � _�__- _ 1' maumum _; CAN5UEV R YOUR • Attach web stiffeners with-c (ter box nails -- Gap. l."minimum TRU5 J015T MACMILLAN ROUND HOLE: Fora 7"hole,find L RECTAIJGULAH HOLES: Fora 61:"hole find L.and L minimum, spaced at 2"on center maximum. 21-"marrmum \ NAILING PATTERN TO BE PER PLANS AND SPECIFICATIONS IN ADDITION,NAIL REPRE5ENTATIYE 1 From Table 1.hole factor Is C 1 From Table 1 hole factor is E . •• -hnrhed when passible 2 From Table 2 distance is 4'•3' 2 From Table 2,distance L. Is 7'•3" SPACING SHALL COMPLY WITH THE CRITERIA LISTED BELOW. DO 3 Increase for foist continuity-one Inch ••t ,,; / min mum TJI'joists with 3!4"wide flanges NAILING OF SHEATHING TO FLANGE OF TJI®JOISTS' 2 __� for each foot of span=22' 3 Minimum distance L between holes=2 x L. 2 I-"'neamum Minimum alta limine to be 1.104(3")box Hall tach 5u1e of I N ) • Web stiffener material shall be 2x4 1 mexrmur► „• _ _ TJIs joist at t'eanng,17;"minimum fra+t end to mmimize ophtting L=4'•3' +22"=6••1" L.=2(6 )= 1' 1' construction grade or better _ - NAIL TYPE DIAAiETER NAIL LENGTH CLOSEST ON-CENTER " • NadF spaceJ 1 JI, Waking parcel(or equal)required at each side of TJIs Joist for SPACING PER ROW'• Attach web stiffeners with ,fid (31,.-")box 1 /1 r.tl,auy,t 3'uc lateral ctahlrty and to transfer wall load ebove(As occurs)to beanng Bd(2%")Bax 113' 2' °°`� IF YOU HAVE PROBLEMS Wads minlmum, spaced at 3'omcenterr • " IMPORTANT maxlmurn"' maumum wall below.Ste plan/details for specific Applications. Bd(2'h")Common .131' 2h y ` /�� Z e Damaged Trus Joist MacA4111an Products Manufacturer's engineering responsibility IS one for the design o1 the Trus Joist MacMillan produc(s airtl Uot fin At intermediate supports with foist Snug fit trld(:!•)Bo: 12s' 2• g y p y y g depths of 22" and greater, use 2 rows 'ma■Imum Wrb 6t ffeners Minimum attachment to be 10d(3")nails at 12' o.c.each IOd(3•)Common 148' ' 3• any supporting structure or loads other than Indicated herein All materials shall be furnished by 01hef%,lJnless o1 16d(31.-2")box nails minimum, spaced must bt t ht , , -- • Improper Fit specifically noted by"mir (manufacturer), by'TJM' or by" Trus Joist MaCMdlan"herein '9 side of TJI hla:klhg panel.When used fpr shear transfer, �12d(3/. )Box 128' 2' • Field Modifications at 3" on-Center maximum."' against bottom rad to peering plea with conn►,ct+orls ulvalenc to 4eckrn 3'i.' u1 g 12d(3'/.")Common 148' 3 ; N arrant that these Trus Joist MacMillan shop drawings have been provided to the canfractor/Instaltei and flange "ail schedule 16d(3'/a")Box .135' 3 / • Questions About These Drawings ret,ponsible design professional and that they have been verified and/or correcleJ for accurdc of luddrn / Y 9 3'h' Beveled plate Sloped hangers info rmation,consistency with budding lesign, quantities,dimensions and that all questions shown on these 1 ►,n dealer stocked TJI' jrnsts sized using the current residential product WEB STIFFENERS 18d(3'h•)Crmmon 1s2" 3' dr�wrngs have been answered. I also agree that erection of the materials Is the rule responsibility of the Installer 1,1wature attach web slitfeners,when required)with three halls, equally AT BEARING POINTS Call Your Trus Joist MacMillan Representative ,,paced Refer to current residential product literature for additional infor- ruation (1) The full length of the top(or compiession)flange on the TJr last must be nailed to the C�1�p tle MAIYVS ❑ APPROVED, NO CHANGE f 1 APPROVED, AS CORRECTED LOAD TRANSFER AT sheathing with the widest spacing of nails as follows: �r�'` - - -- • 18'D.C. for TJIs joists will,flange widths less ihan 2 inches. Phone -Sw3L �Z _ GONCEIJTRATED LOADS •L4•D.C.for TJI`joists with flange widths greater than 2 inches. PI_rchaser _ Date IF WEB STIFFENERS ARE NOT INSTALLED PROPERLY (2) 14 gauge staples may be a direct substitute for Bd(216')nails when having a Or Our Engineering Department B minimum penetration of 1 inch into the main member. //�� y Title (3) If more than one row of nails is used the rows must be offset at least+/v'and staggered. DO NOT R C V�_-_w 3I G%1A -_. Phone SQ3� ��_Q - 5 P-ABRICATION OF JOISTS CANNOT BEGIN WITHCIJT PURCHASE'R'S SIGNATURE Aff SIDE OF FLANGE •, PF�'OW- cr /\T 1 IF �" l �RO S . Tl-�1 AUG U 12000 % For light framing only. I6d(3!�') 4' 0 afl l: • maximum,3'o.c. staggered " • (10d(3")box maximum at TJI" c�«(doff TIC-ARD OR FOR PRODUCT10 5010 Hock all above to bearinpg-low m thajoisn 2 inches).Attachmert to C�with Range widths lessq,Q�eticC' J Cut Works tftloroer filler blocks may be required. tit UR,161 N UA'fE l'Hk�:('IkF.0 U:17k: (IN11F:R NO. SNF:I•:T Web may D fflr(x,gf1 --- -.. - ED- - --- --- the bottom range Wet)may buckle Joist may roll in the hangers than Jast depth See plaNdetails. Q W f'�6- 19- 00 T H f!M 1 - 7- 00 C N 24X000 61 2• °F - 6750 SW Bonita Rd. rrerMWptt fA[r0ym',Para4rr, PtAamarxe Pltn' SatrM Froo, trMerS+rard' TJI'aril Trus Jcrti slecAssan•art nyst•reo Maderr,ants kl•L a used as an ebbev,Ngn br AticrWym'lVL T=S n used as an e``KxevNUon for Tin,barSusrd'ABL. MEC 2000-00295 and TJL'•' TAxf TJw" TJSm.Timm and Tim-art uademwxs d 1n. `"•'mwhbitn a Mohd prHnrrsfp eons Idaho Pd s wad as an abbrev hm for Perasem'PSL TX n teed as an ebbrev,etw Im TJI'JwA 20 Of 25 02!99 REORDER 6038B y - I IIII IIII IIII IIII tll�; 'Jill IIII IIII IIII IIII~Illltllll IIII IIII IIII IIII'IIII IIII IIII IIII IIII II� I�I~III~IIII I 11111 IIII II � `�"•'••' ( f11 . I I I I I I I I I I ( ( I I I I I I I I I I I I I ,._ _ _.- _.__ •,. _.,,-...,_ I It lllllllll lllllllll lllllllll lllllllll lllllllll lllllllll llllIllll IIIIIIIII IIIIIIIII IIII�IIII IIII IIII Illllllll llllillll lllllllll lllll .�.�Ir.,.. ' '` LEGIBILITY STRIP M.1 3 d °S 6 7 l b 10 1 1 I2 13 14 le 17 18 Itil a 21 22 23 24 2!S 2Q 27 29 29 r` I p m c.In 30 } : i, OIST NSTA LATION at II OI Of 1 �t IRIkMtIMMM , I y ~ { a A DO NOT SCALE THIS DRA WING e �II A ENGINEERING RESPONSIBILITY P051TION STATEMEN : T THE DETAILS AND INFORMATION LISTED ON THIS SHEET SUPPLEMENT THE CONTRACT DRAWINGS Trus Joist i5 a manufacturer of proprietary structural corrnponents While it emNloys o staff of en,,' to raid in the development, manufacture and marketing of its rcducts R A A M -41 S L IF INFORMATION ON THIS SHEET CONFLICTS AITH INFORMATION SHOWN ON THE CONTRACT Tru-, Joist does not accept the responsibility o `� p p y f the design professional of record OI' NERCIAL BEAM/COLUMN INSTALLATION INFORMATION DRAWINGS, THE CONTRACT DRAWINGS SHALL PREVAIL UNLESS THE ENGINEER OR ARCHITECT OF RECORD fo ,vy -trreucture. Trus Joist accepts the delegation of engineering responsibility STATES OTHERWISE. Y product it manufactures, provided aie application conditions are specified by the desicn professional of record, or other responsible party when a design professional is not _t�ERSONAL IN.JURI- OR DEATH r1AY RESULT FROM FAILURE TO READ AND FOLLOW THIS INFORMATION. engaged. Trus Joist provides engineering in the design of its products Cand does not displace the need on any project for a design professional of record. PLEASE NOTE -JOB `SITE STORAGE I �I 1 [� HOLES AND NOTCHES MAY ,\ - ' ` S T A L L A T 101� B R AC I N� • MI BE CUT' INTO BEAM5 • USE STICKERS ADEQUATE TO UNLESS SPECIFICALLY — — DETAILED ON THESE 5110P e e�- e , �1`�fi KEEP BEAMS ABOVE GROUND I DRAWINGS. � e � e e e e e ��• 4�0 AND OUT OF MUD A14D WATER e e ► ' e /.�Q rJ ) n TEMPORARY BRACING MUST BE PROVIDED BY THE CONTRACTOR TO KEEP � � e e , e �� (APPROXIMATELY 10' OC BEAMS PLUMB AND TRUE. THIS BRACING MUST BE LEFT IN PLACE AS • PROTECT (COVER) 6EAM5 FROM EXTENDED LONG AS MAY BE REQUIRED FOR SAFETY. e ' EXPOSURE TO SUN AND WATER. • LEAVE BEAMS BANDED TOGFTNER UNTIL VERTICAL_, LATERAL, AND ROTATIONAL F'ARALLAM BEAM/COLUMN READY TO INSTALL. STABILITY REQUIREMENTS SHALL BE AS SPECIFIED :3Y THE ENGINEER OF _ • KEEP MEMBERS STRAIGHT. RECORD, TYP. Y ® _ _ UNLOADING 4 NANDLIN'_ PART OR ALL OF THE PERMANENT BRACING MAI' ACT AS INSTALLATION BRACING, • USE NYLON SLINGS WARNING • DO NOT DUMP OFF TRUCK • NO CONSTRUCTION LOADS ARE TO BE APPLIED TO THE BEAMS UNTIL THEY WORKERS SHOULD STAY CLEAR WHEN CUTTING THE • HANDLE BEAMS WITH CARE TO PKEVENT BANDING TO AVOID POSSIBLE INJURY FROM FLYING STRUCTURAL DAMAGE. HAVE BEEN PERMANENTLY BRACED AND ALL CONNECTING HARDWARE (BOLTS, ETC. ) HAS BEEN PROPERLY INSTALLED. BANDING OR TOPPLING BEAMS. • AVOID LIFTING IN FLAT ORIENTATIC:N Parallarrre 1`51- 1``r db C O NOTALLOW W2.0E Commercial E3eam 4ORKERS ON THE BEAMS UNTIL THE BEAMS ARE ADEQUATELY 1.8E Commercial Column • Parollam PSE_ lateral nal re,i,ta,, C Q,d • Standard A,ailable Via,-, BRACED. Allowable Design Values nail withdrawal are ec(pivalent to that of Widths: 3%," 4/.", 5%4", 4 (100X Load Duration) Douglas fir sawn lumber (050 - specific 7". G = 125,000 psi gravity). • St.t'.:1ar•d Avail�blr_ E3c:arn T E = 2.0x10bpsi 0 Commercial Bearns • Nails installed perpendicular- to the wide Depths: 111,,' 4 14" through E = 1.8x10 psi 0 Commercial Columns face of strands shall be installed in FF - 2900 psi(00 Commercial Beams 54" in 2" increments. fp = 2400 psi(')® Commercial Columns accordance to the adopted code Fv = 290 psi • Custom Bern widths and Fol- 750 psi(2) •Bolt design values are as provided in the Depths avwlaLie for Fo„= 2900 psi 4 Commercial Beams adopted code for Dou(jla;; fir. (0.5U - 5pecia1 applicatia_,a. O Fo„= 2500 psi 0 Commercial Columns Specific gravity), • Standard Available Column ' T c = 0.90 KGe = 0.609 (COV < 1 1) •Specific approval i3 re ,,lied for nail and 5i:ey° 3i;”.3i.,” 3Y,."�.f4• T TEMPORARY BRACING AS REQUIRED �-T� Density = 45 lbs./ft K,E _ 0.418 bolt connections riot herein prescribeJ. 31;."x7" EJ11 rya 5k",7" IBJ TO PROVIDE TRUE BEAM ALIGNMENT. &P-At. holes must be minimum oi ball 4 -/'.7" / (t)For a 12" depth. For other diameter plus 1/-62" and no greater thn • 1.liuthn .Available through MAXIMUM TOLERANCE IS t 1/211 OUT depths, multiply by(li)attl bolt diameter plus 1/16 . Bolt Size not to a TJ Stocking Dealer. ' OF TRUE ALIGNMENT. TEMPORARY O /. exceed 3/4 diarneter. 1s/" `,n " „ _ r i•i. , 4 �,. , 3y: , 1a , 4 7 BRACING MUST BE CONNECTED TO N-1 0 Fc, shall not be increased for duration • Nail, installed parallel to the ride face of strands. • Depths Available through AN ADEQUATELY BRACED END WALL of load. For beams less than 20" deep, use 650 psi. a TJ Ste kinq Geuier. ® pia Nail elo5e�t oc 1iy , OR GROUND SUPPORT. Nail type (31 a 0 L"th spacing per row l ' 4 t;i"b(' 11,",,' O14 Parollam PSL is pr,ducea at 8 to 12 percent (2yi") Common 131" moisture content. Allowable values have 3" `IJ been established at conditions which produce IOd (3") Common 14b' 4' O T 12 percent moisture content in lumber. 12d (3y4") Common 148" 3�4" _ 4" These values are valid for dry service " - conditions in which 15 percent average and Ibd (3V) Common ,162" 3y2" I19 percent maximum moisture content will (3'M kcfcrence Crate Acceptance not be exceeded. ultiple rows to be staggered, end the minimum Evaluation Report uaH7a spacing between rows is %". for additional rnformation � IF YOU HAVE PROBLEMS T `!� -- �;.'• U Damaged Trus Joist prc,duct5 r,�O BRACE TOP OF BEAM FULL LENGTH ��, W Improper Fit AT A MAXIMUI-I OF 12' ON CENTER. W Field Questions U Questions About These; Drawings Call Your Trus Joist Represent.otive GIZAIG M. M�aNt1�-- APPR90M° ex , i Phone _ C503) S2o - Sp2S _ PROVIDE ROTATIONAL RESTRAINT (BRACING) AS REQUIRED AT TOP � or Our Engineering Departrt•rent 1ZIC,NAI�Q_ _l.�.i-�T - i OF BEAM AND TOP OF COLUMN - - O PRODUCTION Ph c ne C50M 4 IMPORTANT I J Manufacturer-',- engineering responsibility is only for the design of the Tri,;, Joist products Ord LAenot for any supporting structure or loads other that indicated herein. All mater ial specifically noted by "mfr " (manufacturer), by "TJ" or by "Trus Juust" hereinll turnishea by oti�r, r,r I ::,•, BEAM COLUMN SUPPORT OR I warrant that these Trus Joist shop drawings have been provided to the contractor/insto,ler rr,cl WALL SUPPORT EACH END responsible design professinnal and that they have been verified acid/ur carr t information, consistency with buildingdeliand e, ud fur accuracy of lorxfing drawings have been answered. I also agree� that nerectiar►iof�the: im te;rial�s the:t Oil �olel r'espuons �ubility of the in,,trnller. se PARALLAM BEAM TO COLUMN AND COLUMN TO FOUNDATION ❑ APPROVED, NO CHANGE ❑ APPROVED, SHALL BE AS SPECIFIED BY SLOPE TO DRAIN OR PROVIDE AS CORRECTED E THE ENGINEER OF RECORD. PROTECTION FROM MOISTURE Purchaser Date --------------- .-- `�-- ...---- By — ---- Title DELIVERY OF BEAMS CANNOT BEGIN VIITHOUT F-L;PrNASER'S SIGNATURE II � I p� A Wcyerlueuser Buswcss A1-1YC�1-� r3RdS , C�CTAtL hat -- T1 GA WD , p►� TALO- ?AIX', Tie, T•vii. TAP' ww T.W am trodemaks and rramwworkso, 11kroft. Pmvfforrf, Perfamsnu P1ra»•, M-L is wed a an ober•vistioo for Iiarollsuril• UL T-S Is used oe an abbnNation for Tin berStraW I,SL r •r : T+nb«Strend•, TJIagM Trus Joisfsore ►egiebred bodernarb of Trw Jaid, A MleyerAswrw Bwiness, 9oise, Idaho. P•L Is used as a• abbrwbfbn for Parftm* PSL Td is used os on abbreviation for T,N•JobL _�" DRAWN DATE CHECKED DA7 E ORDER NO. SHEET L THINK SAFETY — READ INSTALLATION INFORMATION BEFORE PRCFPIN(� I •U1 RCW 06- 19-00 NGT�1 06-27-0o CN24r3p©pal 3 OF 7 6750 SW Bonita Rd. MEC 2000-00295 21 of 2 li II!IIIIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII Ilii IIII IIII IIII IIII _ LE6IgILITY STRIP -• o I I I I I I I � l -7`1117 10 Iiomm. Cm 12 I l III1I l3 IIII l 11111 l4 IIII l II 11i II t IIII1I8 IIIII IIII1~I 7IIIII I iIeI IIII IIII I IIII IIII I IIII I IIII I 1111 I 1111 I IIII I IIII I,I.l.l.i I_I III I IIII I IIII I IIII I IIII I IIII I IIII I IIII I IIII I IIII�IIII I IIII I `---�'� ' -.•� 19 20 21 22 23 24 28 28 27 28 29 30 d, t° DL t I I 01 NJNI • 1OR IT1111111 11111111111 111111111 111111111111111111 Ill or i r �I. . '. tri. A,3 b �1Pi DO NOT- SCALE THIS DRAWING 195'-2" 1 ' 7'-4" 20'-0" 14'-0" 39'-0" 6'-W2" � 13'-10}'2" - O z z @ CArJ(1)P I J LL ( � }-_ - — Ur (.1 IU – l� lel �I I LI_ lel 6 ►� O C) CJ �- J" 0 BI REO D. I v 20" TJL o 6 a' -q" A 3 REO'D. Q @ CANOPY ' " A4 1 REQ'D. 6 C 38" TJw ry 2'-10 38" TJW o . A5 4 REO'D. �' b A 800tt 1 �l 0. d a < E3 " 6 U 38 TJW y r C� CnNOPY `, L � 1 A2 6 REQ'D. A 19 RECYD. C LL ��. u_ 6 O B I U CJI CITU 38" TJW 38" TJW B 2 1 REO'D. A P 20" TJL 10 v A 2 REQ'D. w A4 I REQ'D. ' 21-1011 Q 20 38" TJW s Q N 0. 38" TJW C B 8 REO'D. v ,r, 20" T JL 0 3 � GL 6 v I ........ ... . ............ ............... ............... ..::.::::.:..:. �:.,:� G L 8::. ......... _ 5 Vie" C L B co 11 -009 1-# 13FAr1 c 4+13t--.AM 8504850# 800" ' 2'-10" 4+BEAM 4+13EAM 4+BkAM _ Ll N (L � co ' [ 0- mac' A l✓ T 11 q' A A 10 REO'D. A 19 REO'D. A 1 4 REO'D. 3 REp'D. B -- CJ 38" TJW A3 I REO'D. mr. 38" TJW 38" TJW 38" TJW �'---� A 8 REQ-D. I B 3 1 REO'D. 38" TJW 0 38" TJw 0 20" TJL 110 \m N RO'�' HATCH � o � I �I UI u_ 47 5PCS 0 48" OC I I • ROOF TRUSS LOCATION PLAN 11540 1 SCnt F. DESIGN LOAD . a LIVE LOAD 25 PS ... INDICATES SNOT; PHII I ADDIIIONAI_ LOADING DEAD LOAD . TOP CHORD 10 PSE= •, , BOTTOM CHORD 05 PSF APPROV� �� .•••� NOTE TO CONTRACTOR GENERAL NO ES TOTAL IOAD 40 135F 10110 � CoN 1 RAC. 1 DRAWING`_ I-IAVF E3FEN RWLAUG 1' EVIEED BY GLEN MINK. � � INDICATES 2x4 5TARTFR STRUT BY OTHERS, XXXX" INDIC.A�I E3 WI . OF MLCIa UNI . ®�, PRO *� �'�� T 5IGNA I l►RF : DA-1 F:_ REQ'D AT THE END OF EACH STRUT ROW, n� I 4 WITI-I FRAMING 4140-:,DRS BY fJ. SEE DETAIL X INDICATES NUMBER OF TRUSSES 2C d 5A SHEET 1, TO SUPPORT MECH UNIT. B — RFFFR VO CONTRACT DRAHINGS SHOP DRAWINC,S WI RI (_PFA I FD FROM ARCHI I'1 c: I t)PAI 1 HE DESIGN LOADS, PRODUCTS, AND PRODUCT LOCATION5 ARE INDICATES CONTINUOUS ROW OF STRUT NO MORE THAN 30 TRUSSES MAY BE ERECTED (ARCH. 4 STRUCK. P� ANS) DRAWINGS DA'l I D 04/25/00, AND 51 kUC IURAE I)kA►�IN<�' BRACING BY I j. 51 RU I BRACING 15 RkQUIRF- ) AT ANY ONE TIME BEFORE DECKING 15 FOR ADDI I IONAL INFOPINA I ION DATFD 04/0//00. A�.5U1"IFD CORRFCI AS SHOWN. TRUS JOIST IS NOT RF-SPONSIBLE FOR IAACCURACIFS, DFVIA I IONS, OR I OAD CONDIT.SFOR I ATERAI_ SUPPORT DURING TRUSS NS NOF SHOWN HEREIN. PERMANENTLY ATTACHED. ERECTION. SEE DETAIL 5D SHEET I FOR 2 SPRINKI I k) I INFEi 3" IN DIAMETER AND SMAI LFR ARE A95UMLD TO BE BRACING REQUIREMENTS AT ODD TRUSSSPACES. SEE SECTIONS 5 AND 7 SHEET I FOR NOTE TRUSSES ARE NOT STABLE UNLESS INCI UDFD IN INF UNIFORM DESIGN DEAD LOAD. DETAILS AND INSTRUCTIONS. BRACED. USE CAUTION 4 PROVIDE SUPPORT I qPA ' DURING INSTALLATION OPERATIONS. 3. MECNANICAt UN115 AND ALL OTHER ADDITIONAL LOADS SUPPORTED BY TRUS JUIS1 PRODUCTS, ► iNICN NAVE BEEN INCLUDCD IN TI1F E'RODUCTINDICATES CONTINUOUS ROW OF 2X6 BRIDGING, I INDILATE5 CANOPY FRAMING BY OTHERS11 , ANALYSIS, ARE SHOWN ON THE ENGINEERED SHOP DRAWINGS. BY TJ, SFF STRONGBACK BRIDGING DETAIL ON O w • SHEET G. i! Y �{ e�P" 00 FjY DA 1 F f2F.MARKS 1 WcycrharuscrIluslncss AT IY EH BROS . R TAIL TIGAF:D, OR DRAHN DAT f CHI(7i D DA I L. ORDFR NO. SNF f l '• ��-- THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PF.'OCFFnING --•-I (� REW 06-Iq-DO NCh1 06-27-00 CN24B000(o1 4 of 7 8750 SW Bonita Rd. MEC 2000-00295 22 of 25 IIII IIII tllllll�l IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII III��I III�III IIII -�`"- cm ► I I I I I I I I I I II IIII I I•I�IIIIMI�III IIII IIIII I IIII IIIII i II""1I 11 I IIII I IIII I IIII I IIII I IIII I IIII I IIII I IIII I IIII I 1111 i IIII I Iill I Iill I 1111 IIIII I IIII I IIII I IIII IIIII I Ill III IIIIII1111111111i I I I I I Ill 1LE6I9ILITY STRIP n I III1I I0IIIIII2 I3 I4 1 18 17 IA 20 21 22 23 24 25 26 27 28 112111911 11 I I l 3Iomm.I cm l l i O cr,!L1111111111 11 Ill I lildtIllill 111111111011"111 me -..�_. w 1 f 1 NONI 9 Iii •yd a iy, k� t � ' Po-; .,. .... . .. .. t • A.Li A'. - �•.�... •.a._.:�s.-_..u... -,._._ ....�,.,.��....__.�., ..r....-..�v.:��.r.w.�,.I�_._.,...�..-_,..J.-......v.__._-....�....-�.,._.w,.,sW.__....,..f,___._...-.__.. __.-.__.. _ _. _ _. _._ -.. -.__ _ _-.._��_.............�u�__—.. - __....._.�__�...4_._......_..______..�.___ .. _�u__.._...._......_.._..._.._.___.._....-._...,__v... - ......_.._._._._..._�L...�.. �_.._-� _ _ _ ..J r 4 i DO NUT SCALE THIS DRAWING , i I I F� 20'-.V2" 0 � 0 Q N SIM t! m � 7 I6 � O OF STUD OF STUD All, yI m 1 I p I REO'D. O TSF UD I N iin 5%0x14" P=L — EN ERAL NOTES 0 7 I I REO'D. O DENOTES I OCATION Of I IANGI-Fz 13Y I J. 51=F- r TYP. HANGER DFTAIL.5 AND MA-1 F RIAL L15T f-OR 3y20xl4" P-L NAILING AND DLSCRIP11ON. ' OF STUD 1'-L DENO I-LS 1'ARALI_AM E3kAM 5y I J, C OF STUD I SIM I6 ci Q 6 11 SIM w OL O �Q 1 rn N , r04 O Q cn A — a I OF STUD 7 tf1 h N C� 1 I REcy'D. v c 3y20x14" PffiL OF STUD 3 V2" 13 (0 NICROLLAI I = LVL FLANGE rth� CID c ' ren 7116" OF STUD P051 I WE E ANGQ NA _I NG C2 I jREQO'D. Sim N I I 3y2004" P-L 16'_gV2" - TJI/HqO -- I — SI 1 NA I I RIAL H51 FOk I NAIL ING RFOUIRFrlFNT5 I APPROVED ALG U 1 MO PRODUCTI DEN 1- I F ICAT ION ' FOR PRODUCTION MEZZANINE DEQ I N LOAD 100% JOIST LOCATION PLAN N SCALE: ,," I FT. LIVE I.OA[) 125 P13F REFER TO CONTRAC I DRANINGS 51AOP DRAWINGS NFkt ('RFAl E'D 1 " F DEAD LOAD 15 PSF ) (ARCH, d STRUCT. Pl-ANS DRAWINGS DA FtD 04/zb/00, AND STRUC I UkAL DRA"INc. _ = TOTAL LOAD 140 PSF FOR ADF)!'TIONAI, INf-0RMATION DATED 04/07/00. l „//' I 00 13T DA f REMARKS A W':ml"cusrr Business ATIYE” BROS . RETAIL 7G. .,. �•,, T IGARD, OR 1 G DRAVIN DA If CNf_CKI l) DA I L_ ORDER NO. SNE-I: I THINK SAFETY - RE.�D INSTALLATION INF"nPM4T!CIN BEFORE PROCEEDING rf' {+� -�-� REN 06- Icl-00 NCF-I 06-27-00 CN24B000GI 5 0f 1 6760 SW Bonita Rd. N `000-00296 23 rul 2 �_�w A .w..,,:. ...ar........J..,raw�YOW;eya'� YWrw... .. J"R"r"� � •� _ cm Illll'II!IIIIII illllllll IllillullIlUIIIUIIIIIIIIIII III VIII IIIIIIIII Iu111nIIIIIlilllll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII 1111111 1111111 IIIIIIII, IIIIIIIII Illllllll lllllll IIII IIII IIII IIII IIII IIII IIII lilt IIII IIII IIII IIII IIII IIII IIII I I .. __ •____�. LEGIBILITY STRIP iOmin�I Cnl o iII I lI3 2 I11Iia l "1 18 I� 1e is20 o I ?1 I I I I I I I I I I I I I I I I IIIIIIIIIIIIIIIIIII �"'� �: ; 22 23 24 25 26 27 28 29 30 9! NONCD I • 1OIZ kAa "if 1111 ,:arc K . h -.. . l .— . q LDO NOT SCALE 1 1 11 S DRAWING F.O. F F.O. CMU F.O. � = F.O. CITU C ( TENSION TIE �) BY OTHERS -2x4 BLOCKING - PER ENGINEER OF BY TJ 2x6 BLOCKING RECORD SPECIFICATIONS 800u 4x8 P.T. PLATE BY TJ BY OTHERS 800= 0133% SEE BEARING CLIP SEE BEARING CLIP 0133% pl_THOOD EDGE BLOCKING DETAIL_ 7/6 ZEE BEARING CLIP DETAIL_ 7/6 E---� r—2xb BLOCKING BY OTHERS WHERE OCCURS DETAIL 7/6 BY TJ PER ENGINEER OF - A STEEL ANGLE BY OTHERS --_. RECORD SPECIFICATIONS NEAR BUT NOT TO INTERFERE W/ TRUSS BEARINC \ �--4x P T. LEDGER 4x P T LEDGER BY OTHERS Bl OTHERS I TRU55 Br FJ --�� 8" CMU WALL_. 8" CMU WALL (7 " NET) (75,6" NET) eDOUBLE 8" CMU WALL GLB PER PLAN b ` TEN51 N I 0 TIE BY OTHERS PER ENGINEER OF RECORD SPECIFICATIONS 0 T 133 16dx3%2" NAIL5 BY TJ LEDGER BY OTHERS. CONNECT TO 4 (3) NAILS AT EACH SIDE. � 2x4 BLOCKING 0133% LOAD TRANSFER BLOCKS W/ 3-Ibd BY TJ ,,-5EE BEARING CLIP AND T*D TRU55 CHORF) W/ Ibd 0 8" OC DETAIL 7/6 *IBM (NO NAILS WITHIN 6" OF ANY PIN) 1�1„ 4 5TEEL ANGLE BY OTHERS ::�..� _ ......._...........�............-.........,,�ti......_. •. _. •._.. _.. .........� ...� .........a............�........._�........... _._ _. NEAR BUT NOT 'TO INTERFERE P.T. PLATE W/ TRUSS BEARING 4x 4xOTHERS TJL TJW I 4x P T. I-EDGER BY OTHERS ? J7777L IL/ TRUSS BY TJ ° 011— LHEADER yBY OTHERS LOAD TRANSFER 8" CMUWALL BRACE BY BLOCK BY TJ BETWEEN LEDGERS (7 " NET) 8" CMU WALL----'WOTHERS PER ENGINEER OF L TJL AND TJW NO NOTCH CLIP (Tie' NET) RECORD SPECIFICATIONS TOP CHORD BEARING 6 7 O �i-- TOP CHORD OF TRU55. 30' WE=HERE PLYWOOD EDGE NAILING ON FIELD BEND BRIDGING CLIP OVER 30' � TRU55 CHORD 15 IOd AT 4' o c , USE %2" BEFORE NAILING TO BRIDGING ROW (2) ROW5 OF IOd NAILS AT 8" o.c. MECHANICAL UNIT SUPPORT Et1®r",_r f�t OFFSET y2" AND STAGGERED. PLYWOOD DIAPHRAGM OR S OTHERS \ I• •I ~ JOINT. CONCENTRATED LOAD I I LAP APPROX. 12' • I • I (2)2x ON BY OTHERS (SPANNING A MIN. OF 2 PANEL POINTS) ( � INSTALL I BOLT ABOVE LOAD EACH BOTTOM CHORD I LOAD TRANSFER BLOCK PIN TO HOLD 2x's IN PI-ACE. 5-IOdxly?" NAILS BY TJ 4 60± NOTE! WEIGHT OF MECH. UNIT TO BEAR DIRECTLY (5)Ibd NAILS OVER ,'INS ON TOP CHORD OR DIRECTLY TA. TJW OVER LOAD TRANSFER BLOCKS, AS SHOWN. SUPPORT DE I AII_ FOR PLYWOOD NAILING DIAGRAM— ® STRONGBACK BRIDGING LOADS SUPPORTED FROM BOTTOM CF-IORD r � , A P P R 0 V i /r- TRU55 CLIP BY OTHERS AUG r 2-10d END NAILS EACH -'� FOR PRODUCTAP! REFER 10 CON TRAC ( DR/-sWINGr SHOE' DRAP4ING5 WFRF CRF A I I D I PON AP(_.111 1 1 C I OPAI (ARCI I, 4 51 RUC I . PLAN5) DRAWING5 I)A I LU 04/i!,/00, AND 51 RUC_ I UK'Al 1JkAhIIfJC,`.� (STANCE 'x' 06 FOR ADDITIONAL INF=ORNA.TION DA I F D 04101/00. 2x4 BII NAILED 5TEE'. CAP s�P=L BEAM PER NON-LOAD BEARING--' TO LATERAL BRACE B'f OTIJERS PLAN BY TJ PARTITION WALL. DISTANCE 'X' -ly" WOOD BEI WEEN WALL f TRU55) NOTE DISTANCE 'X' EQUALS THE TRUSS TOTAL *F BY 0-744ERS 3 ` LAAO DEFLECTION BASED ON THE DESIGN N MIN* ! �y ,`,( � LOASHOWN. REFER TO THE TRUSS DESIGN �� qt ' CALCULATIONS FOR TOTAL LOAD DEFLECTION. .5" STEED_ STUDS a ti BY OTHERS 1:Q(1)N20 n F3 T" DATl Pf MARK5 A Wer;erharuser Business 6" � SINy A. T I M E 4---� 8 R O S . R TA ( l_L F4L SUPPORT FOR , I �� NON-LOAD BEARING PARTITION NOTE. TYPICAL 0 BOTH ENDS OF BEAM lrtipUv V eI ' TIGARD, OR - Uf21�WfJ U/� f k C1IECKL D DA T I_ OF�DLR NU. 51 IL l= f THINK SAFETY - RFAD INSTALI_ATIO�J INFOF?I"IATIUN BFF(?RF PRnCFFC�INChH- - REW 06-Iii-00 NCrI 06-27-00 CN24B00061 (a of 7 6750 3W Bonita Rd. MEC 2000-00286 24 of 25 CIT? III�IIIIII1I�uI1�I1u1111i11II�In1nu�u1T 1i11111I Inllllli �i+lug It111i1t1 111/ LEGIBILITY STRIP o JZ 1111 11II�nl1 unIIIII 11IfI11 IIIIIII 1i1(1jjjlrfllijiiii" li dui ILII u11 nil llu Inl IIn In nn ILII IIII`li�l �i�i lul n�I 11 lul lln I,11 I II 11111ln111 I 111 Jill]I111 I "' iOmm.icm 10 11 12 13 14 I 18 17 Id 10 20 21 22 23 24 25 28 27 28 29 30 — r , `at 01 . ,{1 I v : loW2 f t y ' 01k,II'll Jill IRA ooA j DO NOT SCALE 11-11S DRAWING i� --TRUSS CLIP BY OTHERS i� EACH SIDE OF TJI � 0,0x140 Tlt`1BER5TR. .ND RIM -- � 1y2"x l4" �FIMBERSTRAND RIM BY TJ Bl, TJ WEB STIFFENER BY TJ. FIELD INSTALLED EACH 51DE � '- - - OF TJI. REFER TO SECTION 3 (SHEET 1) FOR INSTALLATION 015TANCE OX"-__j - - -- - - _ TJI JOIST (GAP BETWEEN ,1 PER PLAN WALL. 4 JOIST) WEB STIFFENER B7 TJ _ FIELD INSTALLED EACA SIDE NON-LOAD BEARING 2x6 le BY OF TJI. REFER TO SECTION 3 2x4 Q BY OTHERS -- 13 " LONG TJI BLOCKING HANGER BY TJ 2x4 @SI PARTITION WALL, M (SHEET I) FOR INSTALLATION PANEL P 48" OC BY TJ DISTANCE "Y." DISTANCE "X"1214" LONG 9 SIM P=L BEAM PER UNDER ROOF UNDER FLOOR BLOCKS NAILED TO (GAP BETWEEN 6" METAL S1 UD WALL-- ' PLAN BY TJ SPAN "X" SPAN "X1' LATERAL BRACE WALL 4 JO ST) � 4" METAL STUD WALL ` I ° " BY OTHERS BY OTHERS 0'-20 0'-20' 3 y2' @ 51 M 20'-40' 2' " 20'-40' I " 40'-60' 4"e 40'-60' 2" LATERAL SUPPORT FOR NON-LOAD BEARING PARTITIONS e TI SUPPORT MEMBER `- FILLER BLOCK BY OTHERS BY OTHERS (NAIL (NAIL TO TJI WEB) 4 LOAD I NOTE. USE THIS DETAIL FOR LOADS EXCEEDING 250 lbs. PER TJI. A 250 Ib LOAD CANMEZZANINE ROOF MATERIAL LIST " E Z Z A N I N F � A T E R I A - LISTBE SUPPORTED ON EACH SIDE OF THE TJI _ BOTTOM FLANGE AT 5'-0" ON CENTER PROVIDED THE LOAD 15 INCLUDED IN NORMAL Openuieb Trusses TJI Joists DESIGN LOADS OLy Type Seriesi Depth Profile Clear Spon Lineoi Ft. 5tres: Pr. Load Notes Oty Type Series Depth Profile Cut LesNth Lineal Ft. Notes 64 A TJW 38' Parallel 38'-lye 24-(6.0 115% 17q 23 D TJI/Hq0 14 Parallel ?0'-3y' 471.5 4 TJW 38' Parallel 38 -2%, 156.0 115% 163 23 Total SUPPORT DETAIL FOR LOADS SUPPORTED FROM TJI 6 A2 TJW 38' 471.5 parallel 37 -5v228.6 li5z 168 50 Nan ers - TJI I A3 TJw 38' Parallel 37'-8'/6' 3q.0 115% 173 Oty 1 YPe Hanger Top Foce Jost Notes T 2 A4 TJW 38' Parallel 38'-2 78.0 11°% 170 50 20 I P'1IT414 4-Ibdx3 5" 2-1(6dx3 5" 2-10dx' 5' 4 A5 T.JW 38' Parallel 38'-29�' 156.0 ii5% 167 50 _ 81 Total ��Ieb Stiffeners 3153.0 _ 8 B TJL 20' Parol lei 18'-19�' 152.0 115% 185 w O'!Y Jst. Depth Series Description Size Detail- Notes I BI TJL 20' Parallel 17'-81'a Iq.O 115% 160 'g2 14' fJl/Hq0 Field Installed Standard I B2 TJL 20" Parallel 18'-4%' Iq.O 115% 160 Blocking Panels I B3 TJL 20' Parallel 17'-5" 18.0 115% 160 Qty Depth OC Spacing Series Length Detoil End Blocks Notes SQUASH BLOCKS SHALL BE PROVIDED (BY OTHERS) AT ALL II - Total 208.0 5 14" 48.0000 TJI/HqO 125J�' Without DOOR/WINDOW HEADERS AND AT P05T5/COLUr1NS/1,4ALL5 TO Mont Notes - Openweb Tru55e5 5 140 48.0000 T.JI/NqO 13Y Without ENSURE THE LOADS 14AVE ADEQUATE BEARING TO A SUITABLE 50.INSTALL 51NGLE 2x LTB 0 FIRST 4 TOP 4 BOTTOM PIN 0 RIGHT END I SUPPORT. TJI I"liscel laneous TRU5 J015T HAS PROVIDED MATERIAL FOR ONLY TH05E LOADS Openweb Blocking Oty Description SPECIFICALLY CALLED FOR ON THE SHOP DRAWINGS. Oty Size - -- _ Length Notes 1 lbs. I0,dxt.5' Nails REFER TO T14E ENGINEER OF RECORD'S SPECIFICATIONS 84 2x4 41%1 3 lbs. Ibdx3.5" Nails FOR SQUASH BLOCK REQUIREMENTS. -- 16 2x4 43" LOAD FROM ABOVE 40 2x6 41t» Pcarallam Beams 15 2x6 f 43' -- Oty Type Size Cut Length 1 Lineal Ft. Grade Comber NotesOMMMMMOOMM J I 8 5.25-14.00 12'-(V 12.5 2.0 E 0.0000 Strut Bracin 1 Total 1?5 A �� Type OC Spacing Notes I C 3.50x14.00 8'-D" 8.0 2.0 E 0.0000 �Q K5w 48.0000I Cl 3.50x 14.00 6'-b' 6.5 2.0E 0.0000 , Bridging I C2 3.50x 14.00 4'-6' 4.5 2.0 E 0.0000 Oty Size Grade2x6 SPEC. Notes 3 Total - 141.0 1136 Ft Timber5trand Rim Board I SECTION 'AA" 012enuieb rli5eelloneou5 Oty Type Size Cut Length Lineal Ft. Grade Notes r QJO15T BY TJM Oty Description 5 R 1.50x14.00 I6'-0" 80.0 1.3 E 5 Total 80.0 ®2x4 (M 17 lbs, 10dx1.5' Nails<IN. ) �QUASN BLOCKS BY CONTRACTOR 25 lbs. Ibdx3.5" Nails TO SUPPORT LOADS FROM ABOVE, 50UASN BLOCK SHOULD BE TIGHT AGAINST 51 DE OF JOIST 20 pcs. Framing Anchors - for Starter Struts D APPROVED `i`�' j' AND NAVE FULL BEARING ON PLATE BELOW. � * /0' il' (SQUASH BLOCK LENGTH . JOIST DEPTH + ") [MWEB FILLER BY OTHERS TIGHT TO TOP AND BOTTOM FLANGES OF JOIST. FOR PRODUCTION SII~ IF THE WALL BELOW 15 NOT- WIDE ENOUGH TO ACHIEVE FULL. BEARING FOR THE SQUASH BLOCKS THEN THE SQUASH BLOCKS SHOULD BE REFER TO CONTR/1C1 DRAWWGS SNOF' DRAWINGS WCRF CREAT["D FROM nRCN1TIC_TURnI CUT TOA LENGTH SUCH THAT THEY CAN BE NAILED DIRECTLY TO THE (ARCO. 4 S I RUC I . DANS L)ATF N04 UA I l U 04/25/00AND S I RUC I l.Rl�l l7knWIN(,c, J015"I' WEB (SCJUASN BLOCK EACH SIDE OF WEB) AND HAVE A TIGHT FIT FOR ADDITIONAL INr nRMAr1oN DnTE-D OA/07/00 BETWEEN THE TOP AND BOTTOM FLANGES OF THE JOIST. PLEASE CALL YOUR TRUS JOIST REPRESENTATIVE OR REGIONAL ENGINEERING OFFICE IF YOU HAVE ANY QUESTIONS. 3 cJ� /� �, a BY DA I } RLMARKS ?AW rhaeuser Hu.uiess k.fi()M 16 1..'; ATIYEH E . ETA ! F�Tf)-N G �•r''t TIGARD, CR L 1 DRAWN DA-1 L CHECKED DAIL ORDER NO. StIkE 1 THINK SAFETY - READ INSTAL l_ ATION INFORMATION BEFORE PROCFFDINC� REW 06-Iq-0O NCI-1 06-27-00 CN24B00061 7 of 7 6750 3W Bonita Rd. MEC 2000-00295 25 of 25 Cm 111lli' l�jl l'lLEGIBILITY STRIP " � /o l3 d 3 A I I 14 10MM.1CM �iUllIB 20 21 22 23 24 2 13 , 25 28 27 28 29 30 eJ . ;1•�Ek' 4 81 I I OI I NQNI a IUt Ila 11111111111 08 i 77 MOP• 9 • f v ` r . n • r