The URL can be used to link to this page

Specifications (2) t..EWr5 & OFFICE COPY RECEIVED 1-V 1.04 ApR 13 2004 VAN VLEET Ve CITY OF TIGARD BUILDING DIVISION Incorporated principals chris c. van vleet. p.e . gary J. lewis. p.e. STRUCTURAL CALCULATIONS FOR Southwest Church of Christ Remodel & Auditorium Addition 9725 SW Durham Road, Tigard, Oregon wt o C T U • ,i t Ep PR OFF GINA. - / 1 9 r f didL,' !N V-907 1 �� 3 JAMES EXPIRES: 12 -31- off' I Lewis & Van Vleet Inc. Job Number 03222 �+ Tigard consulting engineers City of I g.ard 18660 s.w. boones ferry road Approved Plans tualatin. oregon 97062 [503] 885.8605 phone By 13Sp Date ‘-?.0( (503] 885.120 6 fax 0 v z v- oos - -Ant OFFICE COPY 1 .LEwis & 0 consulting engineers 18660 s w boones ferry road tualatin, oregon 97062 (503) 885.8605 phone (503) 885.1206 fax Job 1 f C. 1 C. etz. A., LA 011 Client 1,..4 c.., ,.f. C., Job NO. By CvAJ (.... VAN VLEET Date 2 - 04' Sheet No. L.J._-'1 Incorporated ! 1.......C:ha•c% C,= ------ r?....=,c,r t-•4 oki .- 2.S PsF F:kst c. 1.-401..-1 [ Cm r -7 4 CAR-1 P '2.. L.-OVA-I e:12 1 2 - 1 =7C ) PS -- r I i P 2.S Fr, f k 1-7,s ?Si 1 k = 0.4-5 -V k 10 -4 p 4-10 -1.s Izs-r-to -1.5 1 L E 212_1F-7- - t C- - 70- 0 -2.5 , C ) 4-S . c) rsf ; ; t pii71 At.-- frars I c. f i i "--- 1 -2 - -' L ,c,.4-1 (1-7.2.sfc-FA - =--- I o. ' ■ t-2 to.s 46 1:>re-if-r 1 r IMEIMMINivis— 0 I i lt i( ' il'' '2.5 13skStC. Gin R-I ID 1::3 F k4-1.A.--1...44.1"14'1 CA I-- 0 PI E.C. - , :,? ____t i IA 1, r eilz SAW:: 4E A.J3=.1 6, — [• "1:2 c7o D'E.A.. LoAsi7S : r , 1 al, /a.ts Co - Ntittr I L. /1. C.fer te-g.04011,1‘ 4rd...ext. - SI.4-1t _ — — - _ Go Pr 5146A114 INU _ Le> 1t.A 1.43-ri on-) _ — Gr•ty, SP. C..)...4 /svtSp, CL.Cq _ _ _ _ _ 3. c0 — _ — L -;_1,:,..M.:n.,; ,,, V . :".... , .:71r; - : .....-... ._. . . D 7- i= - WNFF... ,.....7 " -- "&11: ,- .7r.- - 111 , ■.:17T: -, 727.t 77---..,..-,.:.,-==2.1.7. • LEVlbI5 & colisulting engineers Job 'l•-l. „ i. , 7 tTQtz4„/M 18660 s.w. boones ferry road Client S G o L'. tualatin. oregon 97062 [503] 885.8605 phone [503] 885.1206 fax Job No. By VAN VLEET Date 2- - d¢ Sheet No. Lo- 2 Incorporates l ' USG 1S.o PsF Ftvrz- - rut lz-ooF +- Dl. F IND — MPH ExRDsu pLYWo O. S H EAk. ItilA-l.t.5 p= CeC.�o�sl ae, = O -Co 2 c -IS = O,O132 k“- D' —IS' = 0,co7 = 0,01+3 lcs • 4-2-0' —Ca_72 }2S = 0. 0 154 i +2S = o,'r ( + 30' = O. O Ico2 ks f +3D' = O.c 35 1 = 0,01i Ca- O, e h1 INDW4420 1 = , 3 I OTia 1. P VzoJ�TaD OLs Z = 1, 0 CSN''c -c , o cc-Li p, r-u c t } E. (S (AI C - Mot-4E 3, S So IL, 1: N/ eitiv tat • = 0.11 hl R = S,S • E t tF[ � F , 'LEWIS & consulting engineers Job - 14 C-Oure-r-4 4 C Artie .1 e' Ai i c.. -11 Client SIA../ 16660 s.w. boones ferry road tualatin. oregon 97062 Job No. By Co4 L (503) 865.6605 phone (50311385.1206 fax VAN VLEET Date 2 ....-I 04 Sheet No. 2. .-1 incorporated t . I 1,1 41_144, t .k4 c„2,ks 0 rt reAer-1 — , e..4 ; P r.-_ e,e, — (..s0.1..)p)24 r--r CA (cox 1 1 - 0 1342.4 tm/ KI E z..C1 . . I 0 .04.C1 14,4 nta t --"------il---------- )t Li t t2iLt C. r ovi Ps-72i.; 1.-cia r-- I S PC: 1 .spA-r-c-c 42- er, , c ... i1/414-K . i VJ 1 ft suPpop-rr v,) c ", = 0-0 t s C4-`)- 0-06 14-6 IffinillannlION VJ, -0, 041 + C1,04-) CI- -=, 0,36, k-tf 1 k.. C f f 0i mw, i,4,,,qt u.4 - --0,2-ie--1,4- ',ask miax , t tit- f -t- tA --x-- Ircocp kti c4oP'-i e btE44- — ' l'-' i , i 1 I p-- ..:-.. I ,6, CC• LiS i 122 i‘ -1-- 1,7S C.--L).- 1 k () - ( o . 4 k. (12) :_- 3cb,. • , 24 CIS) c.ti._ 5 41 " as" - ai2-11- -' !-• t L [ ! 1 . • LEW'IS & 11% consulting engineers Job 510 G�gttr2C F frar� ,e,,t 18660 s.w. boones ferry road cent SW � ,� C. tualatin. oregon 97062 Job No. By C') 4 [503) 885.8605 phone [503) 865.1206 fax VAN VLEET Date 2 i Oct- Sheet No. iZ -2 Incorporated ¢SSl+• A�1?3°�; .:.,� t __.. -. ... - .. .. _ e .. ., .. Ilti a 1._ a ... »..._- cw.i2..a� �_a_.a.. _...,_...'_E�L ,�,..,. e.,. _�_ _<. �.�... `•.,�"c.'E._. _ _ _: ...�. .r....... LL . R_. ... t, &cAi M. s i CIzf W I = (0, o,044 W w = 0.44 {LIB I R WI D.1P ll= q .q 4,1 1,co3 MIr3, 1A5 S CID - 15 .21h � CoCo M/ax , 2- 4 n c), c, 1" = R /I s I -?J -7 ( 1 r � , ke! 1--[ I a OF /ewe- U\Jirt-FS -- c ekl -+ `- 1 • W 0 . 04 (l + 1(1 �,)(. )/ 1 T u. 4 1 f I , 4oL I , 4 M = I. `` /-10 — 0.40 (q;,)(1) = cp.S3 (o,s C) i) -z 4 1 ,,,5 —n2---1 IMO — o, co-i" - 1 /24.1 1 't ¢ S I I f F LEWIS & consulting engineers kt4A7r 18660 s.w. boones ferry road tualatin. oregon 97052 [5033 885.13605 phone (503] 8135.12135 fax Job LAJ C./dUCCL4 o.‘ Cer-tC-'1 Client ‘,..1 C._ $ C Job No. By 6..-1L. VAN VLEET Date 2, -.\ o 4 Sheet No. .g. -?..-. Incorporated r'y L ' 1 ; › ." ---' 7 = la -k F-1 dt/ PIC-01J\ kh 6.,W-- 12-0 OF- — 1 --/- /- -1-7-- Ui 1 "--* 0-041 0,49 itir4 I er 1- 7 ..„ 'u..' o- c„,_ ( ,,,,,.°6„.,0,044, ...,..., „...,_ .. hi SrLs.4-- Gp-13 ( 1.4 1-4 . .6. 0.°1 tdiaN- E).--tryb-t L.0e fF-C f4,. , G tel--i c.: C. ii? 4 Cb — SPAN Pt P F 3 Ft P5 Pt. if If fir 1 4 4 --, ti 12 -4- yt I 0,si o_s ' fr..... , R F, — w o... k LI F -= c).7.-.2..C_J + i. 0 .sk ::: 2_ ,4-8L a — v...)4. r-- o, i6 le-L5 1 •T% — (),) 0- 0, I le lf i - I° " P 131 Fe' .-- vs = e ,. NA ' - ' •)/,,e'l Ga-2...a ' C.12- r..-_ 14-3 - .7 I 14/ . lapl._ S 151 II Al l k , C ) 1 ":" )212..S0 I , L E WI 5 & consulting engineers Job ■,-) Geo-tar-4z} . j- C-fc)12./s oljpi Client G V■.) C-Z)f C 1B650 s.w. boones ferry road tualatin. oregon 97062 Job No. By azt..1(.. ._.. [503) 8B5.13605 phone (503] B135.1206 fax VAN VLEET Date '2- - 04 Sheet No. A2. -4 Incorporated E.4.31 1.--O , 4C-4.1 P.:Os/1.5 , frs-r DO0125.,40012-IDS(f, ! i --......_.-' 1„..1 :.,10 1 ,s — l.A...) Oyz_s-T c..,k-sE- es.,:›../L.,--ce_r-7- - Tr" 0-164 wk/A, c A P, , / t.ss•.- o,oto(io') + 0. 04--... —. +- 0-0401.0-s T L__i____,F . I i i 13 r le. 1. . 4 15 - lc 2--6(4 I — WV = 0,22-C45 14S t i - T - e --- ;-C17155 - r I Clp l- 3 x CI l \ 2.2 VI z / 0 LC. if-'2=.17 L ' ---..-- 0..:2-d I s (4,-•1/40C.-r-.C. ki.-.1.›-Y.._ Gt2.._uc 0 B- e j E ... s 1 ._N t„ t A- c „ c r . ....._ :i• . VJ 'LI 0 , C)l 0(/.-4; •-)- 0- 04 Id-J i 3,5 SPAs - 1 ---- ' 4° i k. IA = ■ ,49 (5-s ) 2 /5 = 2.2-5 CI -S , -,- gE:, 1 yt 2 - 4 1 (3) 1 . CAD95(1.15) cp,s sp,6 1,1 — g- --- 4-,s+ M -1- 41 (6, s D - 1 1 " I i Vc4P-i -= 4 1 2- - - 3 -L ( t-4-P1);.- 3,44). 12- r / ; . ‘• : . i . l i • i t [ !, ■ k i i i 1 LEW'15 & consulting engineers Job ( A LIDlrot 18660 s.w. boones ferry road Client ' -4 C�,� C tualatin. Oregon 97062 [503) 885.136 05 phone [5 ❑3) 885.1206 fax Job No By &W.. VAN VLEET Date 2- Sheet No. 1 I n c o r p o r a t e d KI"rC -4�I�J 4;44r1✓I �t..f P�rh�i SPAN = Zo t4 _ 0,-70 144- 12= .0 M - 0, (20 ye,. 2 2,4 S c., 62� 152ivt 2.4 (.1 rsA .Q 'u!'fl a O, 83 Tvz SCD,'7o)C2-0') .t12 & = ICoS lr` 384 C l e 0 6) Co -53) S / e, 1(0/2 - 22 ✓ CO /4- I = 16912, Se- 24-I ./ 1-1631 s_ 169 ✓ 4-6,1 T1 , 1 7.. ✓ 0.1 Kzxrrl,•s — ,e sf 5-9;.1S (2 o� i �" Cn12,e »i` f� [� tc /r S. L�-t.- 1 2 , Ca V7 - tom C. ,.1 s kr N , E--,,J0 Ex:4J 141- w 0.04 -3 (cf l Wi z') _ 0.4 9 , gU23) 42. _co )h z.a -C1.!5) oT� = S(0 11 0 -Cir2 P — k /27i 3ee-013c,e >)(311 Dorn N G - Pram ca o . - 2 _E50 I.6 - 1,SIr--sf �x ►S-t. 12' W I QE Gicotoe 'r3M, TO C-r-►G s� LEWIS & consulting engineers JOb SW. Ctc clotezie..A-AD! Client SIN) C_ C 113550 s.w. boones ferry road tualatin. oregon 97052 Job No. By C. (503)1385.13505 phone (503)13135.1206 fax VAN VLEET Date I 0 4- Sheet No. "P-- Incorporated Ot!I ■12-e e,1 e ---- SPA. ),) 0,-70CA a/5. 7-5 0 ;v13 ,Q1240 '`3 (I 60 C.0.6 S D J CL ks-w- 4o, 5 �j ei�r°/ Auditorium Roof 16' -8" span TJ- Beam(TM) 6.10 Serial 7 B4092 11 7/8" TJI ® /Pro(TM) -150 @ 24" o/c • Page User: Engin e Version' PM t.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engin Versio CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0112 Roof Slope0112 17' 1 1 /r All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 18.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /UpliftlTotal 1 Glulam or solid sawn lumber beam 5.13" 5.13" 427 / 308 / 0 / 735 R1: Blocking 1 Ply 11 7/8" TJI® /Pro(TM) -150 2 Glulam or solid sawn lumber beam 5.13" 5.13" 427 / 308 / 0 / 735 R1: Blocking 1 Ply 11 7/8" TJI® /Pro(TM) -150 - CAUTION: Required bearing length(s) exceed the minimum shown in the TJ Builder's guide for single family residential applications. Limits: End supports, 3 1/2" . Intermediate supports, 3 1/2" with web stiffeners and 5 1/4" without web stiffeners. - See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): R1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 705 -698 1633 Passed (43 %) Rt. end Span 1 under Snow loading Vertical Reaction (Ibs) 705 705 1633 Passed (43 %) Bearing 2 under Snow loading Moment (Ft -Lbs) 2894 2894 4330 Passed (67 %) MID Span 1 under Snow loading Live Load Defl (in) 0.326 0.547 Passed (U605) MID Span 1 under Snow loading Total Load Defl (in) 0.560 0.820 Passed (U352) MID Span 1 under Snow loading - Deflection Criteria: STANDARD(LL:U360,TL:U240). - Allowable moment was increased for repetitive member usage. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' T o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. Operator Notes: GJL PROJECT INFORMATION: OPERATOR INFORMATION: Southwest Church of Christ Gary Lewis Lewis & Van Vleet Inc. 18660 SW Boones Ferry Road Tualatin, OR 97062 Phone: (503) 885 -8605 Fax : (503) 885-1206 gjlewis @Ivvi.com Copyright Co 2003 by Trus Joist, a Weyerhaeuser Business TJID6 and TJ- Bearn0 are registered trademarks of Trus Joist. e - I Joist., Pro. and TJ -Pro' are trademarks of Trus Joist. l J4a Auditorium Roof 16' -8" span TJ- Beam(TM)6.10 Serial Num er:70021 11 7/8" TJI® /Pro(TM) -150 @ 24" o/c User: 2 1212/2003 2:24:23 PM Page Engine Version: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 16' 4. 88" ^ Max. Vertical Reaction Total (lbs) 735 735 Max. Vertical Reaction Live ( lbs) 427 427 Selected Bearing Length (in) 5. 13( W) 5. 13( W) Max. Unbraced Length (in) 31 Loading on all spans, LDF = 0. 90 , 1. 0 Dead Design Shear (lbs) 292 -292 Max Shear (lbs) 295 -295 Member Reaction (lbs) 295 295 Support Reaction ( lbs) 308 308 Moment (Ft -Lbs) 1211 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) 698 -698 Max Shear ( lbs) 705 -705 Member Reaction (lbs) 705 705 Support Reaction (lbs) 735 735 Moment (Ft -Lbs) 2894 Live Deflection (in) 0. 326 Total Deflection ( in) 0. 560 PROJECT INFORMATION; OPERATOR INFORMATION: Southwest Church of Christ Gary Lewis Lewis & Van Vleet Inc. 18660 SW Boones Ferry Road Tualatin, OR 97062 Phone : (503) 885 -8605 Fax : (503) 885-1206 gjlewis @Iwi.com Copyright a 2003 by Trus Joist, a Weyerhaeuser Business TJIC and TJ -Beamk are registered trademarks of Trus Joist. e-I Joist", Pro" and TJ -Pro" are trademarks rf Trus Joist LEWIS • & consulting engineers Job l C. 4 Pst -4)..1)k 1E..:,1,4. 18660 s.w. boones ferry road Client SInl C-4 0 tualatin, oregon 97062 Job No. By •I, (503] 885.8505 phone (5 03) 885.1206 fax VAN VLEET Date 2-'04- Sheet No. l.- S Incorporated pmzseau vx ,;_ s -, w. ?:a .s _ asrmz -:r ss�, x_r.._._..__k .:.. s �•, . ss .., . P a/2_1 D © € C- N' - Sn&>s = "2-c= .5 ` y \ J - j =` 0 , 0 (I °I 2( i ; i'o' + C., C) 1 o CS 0 ` = 0,51iL4- t l- I 12_= 1,5` i M" ( = ‘ ,""T:' ,(..S (,) z - / 5 �C 0 114 2.4Ct.is) 1 1 V...L SI /6o4. za S -' L-rt... --- S(So,0) VS) = eVeiFf - W35E a L I t3 one (39 55 ) 4 1. A 0,31" 1 { 1 i j WI = o. o 5i- (�2) w2 - i , S 1 k.Li w ,! rr_ f" i W z_ - f .S r o. o�q C i s� 7 i� J 7 1 1 U I 2. k-Lf I ct. n' 2 To ta U /ifUj } i I r 1 1, ,3 sf e4-,S ft z 1 21 — r x.121 Pos - 1 1,43 1 I S 1" .. t (o x(o 1;17ST to k_ - GAD, = l.I ge, 1 A1/4->_-t .,trte is St/Z)c 31 /Zx1141 1. r I ee I K . 4 R I 1 I + LEW.IS & consulting engineers Job Sly C , �. A.kL)ITn12luM 18660 s.w. boones ferry road Client r✓- 1,4 C m tualatin. oregon 97052 [503] 685.8505 phone [503) 665.1205 fax Job No. By �— VAN VLEET Date 1- —1 C) 4 1 - " Sheet No. 1Z. — (�a Incorporated MA LL`r,MS 6-1211 C. 4 E v Il.. 4L' lc�•g2 I Co.42' lc7 S { z cc, 11 : w + a. I3 k-l� .1/s/-‘ RR. ©.5tDI4-U 4) P — 0.oz4-3 k�sf Ct�, i'�C = + 00. 0300 k-lf 'rt -52 ` z � R,— = I- �o.grik rL= 510.22 M -111 "4- GC'Jr �1 LL I rl"IJ/ L - CoL ft cia/v i — { rt-- II 5Ci2/44) = °1 s (2,y �z�r CitIS = 2,Co � f 4-6 Ci o ()C23°1,5s,) 2,60 C G 2-0 li 5!00.22 (l,s� ,= 3 0Co i✓12 /off 04- Pr...ov CD, t`►o CI AS) • • • • • _._ LEWIS' & consulting engineers Job SW C4 Jt2C 0 C#/2-!S1 Asti ., kiii. 18660 s.w. boones ferry road Client 1 � - �. C O F C tualatin. oregon 97052 Job No. By Co.J L. [503) 885.8505 phone [503) 885.1205 fax VAN VLEET Date 1( - 10 3 Sheet No. )2.-1 1 Incorporated — C 1 I S ' C )(.\ �-r ► h c L-o e43.Y 'fin -k to IN c S.y .c...-rc- far - &17) , Srt Q W G r-- r ILO WP3 9co *-- --s- i ...41-----. W ,` I (-1 - -- - - - - - -. 20 psi Mme. 1 4- - 1^ - 11 1 ow I T= ,...-4 :7Pgc- w� { 2 �/ 1. • � '•. 'l . 4' 0.0 23 l�sf P rz t F-r 1.5 ..r? L tt G , .r.: 1 jr x - I rsTV`m 6 E /o p iAQti - ,04 J ! WIV�MI�INIM� J 2 . pro — : --- - - _ __ __ - ____ O,oS //, , �� l t�f _ " ` ""; 0 / i ' ' 11��111 - • 111m� ' P r i d 10.5C I 1 O ' D!� lxml' _ -11P-Un)C.PrrEaD 14,S1 L 1 .L .4 -6 p►z110-f rr2orn I Wnsovd L'ee rL ..1.,. r_ Nt4w kW:ti l j s a 025 kZf - l�'►5 (O,as5 l b E AZ �Jdt 12:71S iS /! Tko+ l 21 1 ___ _...___. /[-UA -`vL I l�{�/t l.l�k o.oSa k� Cl1 �� N6 -U} C12.40 -- DL.- -- 0,016 ,i•.... p �1� , ..0,01s 1,01s k:F I mew wood Rms. i' f k--11 � : `` i 1 14-.5 (..E7 2x. 12 c flo'' 0- c - _ f = -' ( 4 4 - _'" 6 _____---4 0..c.. 4 ,--,..,(,--) tAi? V< 16, c f~ 2x T Cm WJz. 4i�i 10.1 24' Suers; 4-4 1 (2) 2.012 • t 3 / VrT arri�. i 4•' sneo 1 4' D.C. '.4-I O.C. ' To P.c-i nnvVG;7 1 �' f r 12 f1,�� , Ifo t ' LEWIS & consulting engineers Job SW 1° J C OF 6-012-f c.-r a te. � ,� 113660 s.w. boones ferry road Client Le-, K tualatin. oregon 97062 4,.) L. [5 03) B85.13605 phone [503) 885.12 ❑6 fax Job No. By ✓ VAN VLEET Date 1 I V Sheet No.'1 - -1 Incorporated DL. ^- ROe7 HOC. _ _ — — _. — — — — — — 4- p sf 2,, - 4 4 _ — — _ — 4...,s 1 - su L . _. _ _, - t 4 x a 4 c.c. — – — – -- – 1,7 K C< _ _ __ – –. _ _ _ r ' l5 i'SF (Col-J=412-v.) t.►o)n1 D11 [=T - F-,OM g4« s-r1, -I C - W 77' PG, -25 P = C,L 1F = 3.1CI,o)(2s)- 17,s p 1:)=-- 0.1 rcJ 9 14- = 0,)3 (2s) i- 14 = V7 .25 p c.F hA = 0,44 4 F ;7-To -1.s =o,# [7 3S -I,s ■ h ? /D = 17,s/1-7,2s = 1,01' \n + k b 2.95'.1-1,01' = 3 ,`i co l To-rkL MA-x.. s,[•so =..J Lo '3,o)(,„ (1-,2s pc_le ) - c.oG rs A>zl L-o = (off -2,S e 4 3 P'`-'f o v - EA• ,c- 1 4-(1,d) = 4-(2-,4)s`) _ I t , 1 ! I � su 1 ;CS'i aN+wos pYz1(c(' I I , i i : '' 25 c .MIN, ,c= 43 =f_ ( 11.6o!) = [o -o' Cos -I-Ls) • ' LEWIS & consulting engineers Job S1,4 CId -t02 OF CI3r4Sr ,4,A i,, -- Client 41e1 C of 18660 s.w. boones ferry road tf tualatin. oregon 97062 Job No. By C [5033 885.8605 phone [503] B85.1206 fax VAN VLEET Date 11- ` O'3 SheetNo.'r2 -1 1 n c a r pa re ted SN1C)1r.- lore -1 F-r — Fnn Nt; W — 1s1- Ill 17 4 32 — A-5 ��1+ b=3,LaZ + 1 -0 T�T/tt // -pc = e+-,u,3' (17.25 pc F) = SO-0 Vl t r L-o - = GO - Z.S = SS PS F c'D VS-N2_ v2 - i C. 4 d = 4- C3,�.�. = 14. 4 4 - 0)' 12:75 C2 D -I�,S� C.Q-Ce..te --(5) PST- I m Post - c 0.0 + o.o0S = 0.0SS t f F Cr = 2. 1800 k— i M = 0.00S 61 -T/12 = 0,113 G✓= 12`(1,5 ") /(.e = 4,So i AFt (I.5) 3,37S 0.11(12) p.3co k� e}-S D = S ( + C/726) 0, GI = 1(1 2 Fo>z._ 3 €4(Icsoo)(3,37s Simet,e c&cz`r /ore- w7 12..,o,.Jz, 4-a. Ira-rr'f: W 1(0.055 + .o?Sto- ols -` W, W IT V 2 Wz (0.023 o.o2S4-o,ots, (4') f 7.4' l.c - I:7 co ■3= CO3a¢3t o,02S k-f -cone ih � S, 2SC12T 2.0S fir, a .� MOTE - RA -S wI L &0,044 Fb = i, , 1„ , 6.15 G,r) i, I ` Cd ft? M'Pr2-Op . I I.Sa SPA -4-3 - bVt^2- 1:q l 170 �S 14 • LEWIS & consulting engineers Job , -(. Err A-t-, 18660 s.w. boones ferry road Client �✓ W C_r, C tualatin. Oregon 97062 [503] 885.8605 phone [503] 885.1206 fax Job No By C. VAN VLEET Date it - o3 Sheet No. $i-1 Incorporated CO 134- 1 -Lo> �Ciz IS--.: AT C.@r l Lt-N 62- 1 W Amts 3.5' Ito 12 F'[ 1.44 ''ooF t%If',/ /8' -O.OI$ v J +U 2 � '- I r2- er-en_(4) = 1,01 W O,o cos ksf 0! a") co t37 l-s C I2_ = IL o1 `` ?(l /Ilo 2.2Co t Jo1S -r (1,101...),F- aeM) —M= I -G ,5 9,08"7 63_S 2 72.. ik fb= 4,mCi 31 -6,4, 6= t .4o ;Ct ,tS) , is�= I.p�Sks;✓ l3 1171J G o, � m= 014 f- p, = t .23�` 1.23 C1,$) 0,1 to Ics = o o. loci te..5 1 ✓ ok reorz.sra -xy Errs old F 164-9.p' L 2 r�tr�r AA — SPb)J 24 vJ- 1, 7o o.O4- k t LL )a ,o6- M') ,75 (1-4=:) \ 2(.l k 1.�3 9alf w / U- u S =St.1 1 - 350 2`'{4 D\J If- r LACiP6 l.t. RE1�uc.Tt ?b= 1269 __ s '1 -• o 56.1 1 b = o. 4 ($40 3 ,E) ks r. 2 <a � 1 Sol ` Pry Ss , % n <- / i c ( tr. 1.44 'LEWIS & consulting engineers Job G r =cf ck1 .f i �1 Client .5 1,4 0 f C 18660 s.w. boones ferry road tualatin, oregon 97062 Job No. By (J L (503) 685.6605 phone (503) 13135.1205 fax VAN VLEET Date 2 — 6 Sheet No. 12 -15 Inc or pore tad New • l+✓ Ve, + D■_ D►2l � - 133 c lCo l = o, 4'a `1 co � 35 - 1.5 h dt +1 b — 3,2`1 = 4:3 01 . So.! ovJ 4- ;50 11, 2.S PC-F j = — -.2 F5 p2 Ir L. = - 74.2 - 2S = 4p1, 2 psf of/ 'e eves I C Wok - 4{3.21)0 13.1(0 �C = + °1, 2 rx 11,42 S n�^f 11.5 4 �43.tt.1�' 74,2 -1 Lo a`{ {2, o O CA-v UN Y! C5 J015 io.o4si 14 f- 0.o4-3 k- f 11111111UHIMMINormmffinuvinunuffirmy St l — ® jl,4�" New Lobby joist at drift 140 TJ- Beam(TM) 6.10 St rial umber: 7 14092 24" TJI® /L6.5 @ 16" o/c User: Version: n: 1.10.3 2/27/2 Vers i o 0:56PM Page THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 012 Roof SlopeO/12 CI • 20' 6•• All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 180.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Tapered(psf) Snow(1.15) 49.0 To 0.0 0.0 To 0.0 0 To 11' 6" Adds To SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (Ibs) Depth Live /Dead /Uplift/Total 1 Vertical ledger on masonry 3.50" Hanger 649 / 2450 / 0 / 3099 N/A N/A N/A Top Mount None wall Hanger 2 Stud wall 5.50" 5.50" 410 / 2470 / 0 / 2880 N/A N/A N/A End, TJI Blocking 1 Ply 24" TJI® /L65 -Web stiffeners are required at support(s): 1, 2. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. HANGERS: No Manufacturer Selected Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Top Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A Douglas Fir DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 3000 2380 2754 Passed (86 %) Lt. end Span 1 under Dead loading Vertical Reaction (Ibs) 2380 2380 2754 Passed (86 %) Bearing 2 under Dead loading Moment (Ft -Lbs) 14111 11801 12447 Passed (95 %) MID Span 1 under Dead loading Live Load Defl (in) 0.087 0.661 Passed (L/999 +) MID Span 1 under Snow loading Total Load Defl (in) 0.529 0.992 Passed (L/450) MID Span 1 under Snow loading - Deflection Criteria: STANDARD(LL:U360,TL:U240). -TJ maximum bearing length controls reaction capacity. Limits: End supports, 3 1/2 ". Intermediate supports, 5 1/4 ". - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: Southwest Church of Christ Gary Lewis Lewis & Van Vleet Inc. 18660 SW Boones Ferry Road Tualatin, OR 97062 Phone : (503) 885 -8605 Fax : (503) 885 -1206 gjlewis @lvvi.com Copyright c 2003 by Trus Joist, a Weyerhaeuser Business TJI0.% and TJ -Beazr are registered trademarks of Trus Joist. e-I Joist", Pro. and TJ -Pro. are trademarks of Trus Joist. in err ��A 7 New Lobby joist at drift \Z-verha �f n TJ- Beam(TM) 6.10 Serial Nuriber: 7002114092 24 TJ {®/L65 @ 16" o/c Paget EngineVersioos ?103 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. Operator Notes: GJL PROJECT INFORMATION: OPERATOR INFORMATION: Southwest Church of Christ Gary Lewis Lewis & Van Vleet Inc. 18660 SW Boones Ferry Road Tualatin, OR 97062 Phone: (503) 885 -8605 Fax : (503) 885-1206 gjlewis ©Iwi.corn Copyright G 2003 by Trus Joist, a Weyerhaeuser Business TJI5. and TJ -Beam, are registered trademarks of Trus Joist. e -I JoistTM, Fro" and TJ -Pro" are trademarks of Trus Joist. 8 New Lobby joist at drift TJ- Beam(TM) 6.10 Serial Num : i 0 111409 24" T.11®/1..65 @ 16" o/c User: 2 2/27/2004 2:30:57 PM Page Engine Version: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 19' 10. 00" ^ Max. Vertical Reaction Total (lbs) 3099 2880 Max. Vertical Reaction Live (lbs) 649 410 Selected Bearing Length ( in) 2. 72( W) 5. 50( W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 0.90 , 1. 0 Dead Design Shear ( ibs) 2380 -2360 Max Shear ( lbs) 2380 -2380 Member Reaction (lbs) 2380 2380 Support Reaction (lbs) 2450 2470 Moment (Ft -Lbs) 11801 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear ( lbs) 3000 -2755 Max Shear ( lbs) 3000 -2778 Member Reaction (lbs) 3000 2778 Support Reaction (lbs) 3099 2880 Moment (Ft -Lbs) 14111 Live Deflection (in) 0. 087 Total Deflection (in) 0. 529 • PROJECT INFORMATION: OPERATOR INFORMATION: Southwest Church of Christ Gary Lewis Lewis & Van Vieet Inc. 18660 SW Boones Ferry Road Tualatin, OR 97062 Phone : (503) 885 -8605 Fax : (503) 885-1206 gjlewis @Iwi.com Copyright (t 2003 by Trus Joist, a Weyerhaeuser Business TJIC and TJ -Beau are registered trademarks of Trus Joist. e-2 Joist", Pro" and TJ -Pro" are trademarks of Trus Joist. • 1~ -1q New Lobby joist at mech. unit and drift TJ- Beam(TM) 6.10 Serial Number: 9 021114 24" TJ IV/ /L65 @ 16" o/c PM User: 2 04 Page 1 En Versio 1 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0/12 Roof SlopeO/12 20" 6" All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 180.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Tapered(psf) Snow(1.15) 49.0 To 0.0 0.0 To 0.0 0 To 11' 6" Adds To Uniform(psf) Floor(1.00) 20.0 0.0 7' To 17' Adds To SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (Ibs) Depth Live/Dead/Uplift/Total 1 Vertical ledger on masonry 3.50" Hanger 758 / 2450 / 0 / 3208 N/A N/A N/A Top Mount None wall Hanger 2 Stud wall 5.50" 5.50" 568 / 2470 / 0 / 3038 N/A N/A N/A End, TJI Blocking 1 Ply 24" TJI® /L65 -Web stiffeners are required at support(s): 1, 2. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. HANGERS: No Manufacturer Selected Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Top Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A Douglas Fir DESIGN CONTROLS: Maximum Design Control Control Location Shear (lbs) 3109 3109 3519 Passed (88 %) Lt. end Span 1 under Snow loading Vertical Reaction (Ibs) 3109 3109 3519 Passed (88 %) Bearing 1 under Snow loading Moment (Ft -Lbs) 15053 11801 12447 Passed (95 %) MID Span 1 under Dead loading Live Load Defl (in) 0.121 0.661 Passed (U999 +) MID Span 1 under Snow loading Total Load Defl (in) 0.563 0.992 Passed (L/423) MID Span 1 under Snow loading - Deflection Criteria: STANDARD(LL:L/360,TL:L/240). -TJ maximum bearing length controls reaction capacity. Limits: End supports, 3 1/2 ". Intermediate supports, 5 1/4 ". - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: Southwest Church of Christ Gary Lewis Lewis & Van Vleet Inc. 18660 SW Boones Ferry Road Tualatin, OR 97062 Phone : (503) 885-8605 Fax : (503) 885-1206 gjlewis ©Ivvi.com Copyright V 2003 by Trus Joist, a Weyerhaeuser Business TJI Q. and TJ -Bears are registered trademarks of Trus Joist e-I Joist'", Pro.' and TJ-Pro"' are trademarks of Trus Joist. x �4r,f, New Lobby joist at mech. unit and drift TJ- Beam(TM) 6.10 Serial u mmber 70021 24" TJ IO /LU J @ 16" O/C User. 2 2Y2712004 2:30:16 PM Page Engine Version: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. Operator Notes: GJL • PROJECT INFORMATION: OPERATOR INFORMATION: Southwest Church of Christ Gary Lewis Lewis & Van Vleet Inc. 18660 SW Boones Ferry Road Tualatin, OR 97062 Phone : (503) 885 -8605 Fax : (503) 885 -1206 • gjlewis @Iwi.com Copyright t 2003 by Tres Joist, a Weyerhaeuser Business TJICe and TJ- Beams% are registered trademarks of Trus Joist. e-I Joist", Pro" and TJ -Pro" are trademarks of Trus Joist. � Veravtfr f�a New Lobby joist at mech. unit and drift TJ- Beam(TM) 6.10 Serial um e 6 r. 700 1 24" TJ I ®/L65 @ 16" o/c Page 2/27/2004 Engine 18 03 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 19' 10. 00" ^ Max. Vertical Reaction Total ( lbs) 3209 3038 Max. Vertical Reaction Live (lbs) 758 568 Selected Bearing Length (in) 2. 82( W) 5. 50( W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 0.90 , 1. 0 Dead Design Shear (lbs) 2380 -2360 Max Shear (lbs) 2380 -2380 Member Reaction (lbs) 2380 2380 Support Reaction (lbs) 2450 2470 Moment ( Ft-Lbs) 11801 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Design Shear •( lbs) 2489 -2517 Max Shear (lbs) 2489 -2537 Member Reaction (lbs) 2489 2537 Support Reaction (lbs) 2559 2627 Moment (Ft -Lbs) 12748 Live Deflection (in) 0. 034 Total Deflection (in) 0. 476 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear ( lbs) 3109 -2912 Max Shear (lbs) 3109 -2935 Member Reaction ( lbs) 3109 2935 Support Reaction (lbs) 3208 3038 Moment (Ft -Lbs) 15053 Live Deflection (in) 0. 121 Total Deflection (in) 0. 563 PROJECT INFORMATION: OPERATOR INFORMATION: Southwest Church of Christ Gary Lewis Lewis & Van Vleet Inc. 18660 SW Boones Ferry Road Tualatin, OR 97062 Phone: (503) 885 -8605 Fax : (503) 885-1206 gjlewis @Iwi.com Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business TJIa and TJ -Beams are registered trademarks of Trus Joist e-I Joist., Pro. and TJ -Pro" are trademarks of Trus Joist 'LEWIS & consulting engineers Job SW t tI -0 of- +s 16660 s.w. boones ferry road Client GP-1 C. o f C tualatin. Oregon 97062 Job No. By [503] 665.6605 phone [503] 13135.1206 fax VAN VLEET Date 2 - 1 04 Sheet No.12...-2.2 Incorporated 13s-rW .4 NSW 4 sex ►ST 1 c. I-013131e S — W (w `= 0.33 klsi m.R. INIMMINIIIIME11111MMIUMMI1111111 24 f 1 4 -,o MIS . I 1�1 k Mk - 1k4 AFDC i.. f'�a M L _ L-o PLWz. l.o ter .1Dt ►Ipsp co Jo p, kid � 02 if :F +D.n2S +0, 16)( 2�+ (�.�S 5- t t2 J 't - 4- - 0,02.3 (4-- ( OD e + 0.0-3 ( L s F ( ? � +- O.0 41 k.s f C I I _50 2 6 2� ( /Zk ' + o ct►o (In') + o. 20 14 C h)C 2 /ZI I .2v ►� —M= I.WC4 =)Vt, ,(40 247 k J- = I I , I `-0) � - 64,9 C I z� _ �� t ; h 3 z.4 CI.1S) � G L S 2 f S= 453 ✓ T = S C 1 -1 2 2 Ci128..x.. = 0. e3 —144,5 48CI ce200) ( S9o4 -11 A 1 0, 03 -- ( ) e x, 11 SToc4.L. G..ef ✓r =�cr o►� • E_. 'LEWIS & consulting engineers Job Sw C- of us-r As-LA DI -LI 18660 s.w. boones ferry road Client r l° , p}- C tualatin. oregon 97062 Job No. By Cold l- [503) B85.B505 phone [503) 885.1206 fax VAN VLEET Date - Sheet No. 12 -2 Incorporated 11 1 11 I ( Yt 1 p I I f 1 tt I ek e r 5 4 -5 4 -a 11 , 4 -8 tr 4. 4-8 + 4.SI ( 46` 4-,` 4 _4 4L 1 ! I SI ! I I lit 0 4' I2 .—.444410•0.--- '` a 05 t �� z (L S 6T-tr ,, T • c=L Si/s rc'Z1 /2. 1 Cls�r� 4 , } ,'O Ill y2' STI_, I 1 CooLD INAA-reS: CD o,4'1-- - ' I Q4:s33,2,o1 -2,..„.. RA-13,,L4:., 0 c:1% , 3,cito' ¢,T ct of 'eTM, [ 0 14 -.C , S ,5 Gkfv 0 t a , j (0-44, 1 g 23,5', (0- 'L6,1l0 , C4- V 32.63, ,5.54 ) d 37 ,S 1, 3.9 v' In 42,QQ71, 2,01' 0 � S63', O,1y' k or-i7' , X1-,0 3 ¢ -833 , 5,84 -` 14 G ,S',. - 7, - /s' 15 14.10 9,73' 1c, it ib. 831 1,1,4.7 v,vj 13.1,11 ®2 r11o7`, 11.(0'1' 19 32,33;, °t ,13' 3'7.5 7,16' r 42,i(dt S,€)4-' r ?_ 4-c, s p3, 4-,o' 2 _ Company : Lewis & Van Vleet , Inc. February 20, 2004 Designer : Gary J. Lewis 6:25 PM Job Number : SW CHURCH OF CHRIST GLULAM TRUSS Checked By: 40L Global Steel Code ASD: AISC 9th, AISI 99 Allowable Stress Increase Factor (ASIF) 1.333 Include Shear Deformation Yes Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Redesign Sections Yes P -Delta Analysis Tolerance 0.50% Merge Tolerance (in) .12 Joint Coordinates Joint Label X Coordinate Y Coordinate Joint Temperature (ft) (ft) (F) N1 .417 .17 0 N2 4.833 2.01 0 N3 9.5 3.96 0 N4 114.167 5.54- 0 N5 18.833 6.46 0 N6 23.5 6.78 0 N7 28.167 6.46 0 N8 32:833 5.54 0 N9 37.5 3.96 0 N10 42.167 2.01 0 N11 46.583 .17 0 N12 .417 4 0 N13 4.833 5.84 0 N14 9.5 7.78 0 N15 14.167 9.73 0 N16 18.833 11.67 0 N17 23.5 13.61 0 N18 28.167 11.67 0 N19 32.833 9.73 0 N20 375 7.78 0 N21 42.167 5.84 0 N22 46.583 4 0 Boundary Conditions Joint Label X Translation Y Translation Rotation (k/in) (k/in) (k- ft/rad) N12 Reaction Reaction N22 Reaction Wood Material Parameters Wood Set NDS Species Therm Weight Label Database Fb Ft Fv Fc E Poisson's Coef. Density (ksi) (ksi) (ksi) (ksi) (ksi) Cm Cr E mod Ratio 10A5 F) (k/ft ^3) CHORD WOODSIZE_6X8 1.7 1.25 .21 1.9 1700 1 .3 .3 .035 WEB WOODSIZE_6X6 1.7 1.25 .21 t9 1700 1 .3 .3 .035 Sections Section Database Material Area SA SA I (90,270) I (0,180) T/C Label Shape Label (in)A2 (0,180) (90,270) (in"4) (inA4) Only CHORD WOODSIZE_6X8 CHORD 41.25 1.2 1.2 103.984 193.359 WEB WOODSIZE 6X6 WEB 3025 1.2 12 76.255 76255 PLATEWEB PL1 /2X5 STL 2.5 1.2 1.2 .052 5.208 RISA -2D Version 5.5b [C: \Engineer \RISA \SWCOFC47.r2dj Page 1 . 4z -25 Company : Lewis & Vrn Vleet , Inc. February 20, 2004 Designer : Gary J. Lewis 6:25 PM . Job Number : SW CHURCH OF CHRIST GLULAM TRUSS Checked By: " Member Data Shape / Material Phys End Releases End Offsets Inactive Member Label I Joint J Joint Rotate Section Set Memb I -End J -End I -End J -End Code Length (degrees) Set TOM AVM AVM (in) (in) (ft) M1 N1 N2 CHORD CHORD Y 4.784 M2 N2 N3 CHORD CHORD Y 5.058 M3 N3 N4 CHORD CHORD Y 4.927 M4 N4 N5 CHORD CHORD Y 4.756 M5 N5 N6 CHORD CHORD Y 4.677 M6 N11 N10 CHORD CHORD Y 4.784 M7 N10 N9 CHORD CHORD Y 5.058 M8 N9 N8 CHORD CHORD Y 4.927 M9 N8 N7 CHORD CHORD Y 4.756 M10 N7 N6 CHORD CHORD Y 4:677 I M11 N12 N13 CHORD CHORD Y 4.784 M12 N13 N14 CHORD CHORD Y 5:054 M13 N14 N15 CHORD CHORD Y 5.058 M14 ' . N15 N16 CHORD CHORD Y' 5.053 M15 N16 N17 CHORD CHORD Y 5.054 M16 N22 N21 CHORD CHORD Y 4.784 M17 N21 N20 CHORD CHORD Y 5.054 M18 N20 N19 CHORD CHORD Y 5:058 M19 N19 N18 CHORD CHORD Y 5.053 M20 N18 N17 CHORD ' CHORD Y ! PIN 5.054 M21 N1 N12 90 PLATEWEB STL Y PIN PIN 3.83 1 M22 N2 N13 WEB WEB Y PIN PIN 3:83 M23 N3 N14 WEB WEB Y PIN PIN 3.82 M24 N4 N15 WEB WEB Y' PIN PIN 4.19 M25 N5 N16 WEB WEB Y PIN PIN 5.21 M26 _ N6 N17 WEB WEB Y' PIN PIN 6.85 M27 N7 N18 WEB WEB Y PIN PIN 5.21 M28 N8 N19 WEB WEB Y` PIN PIN 4:19 I M29 N9 N20 WEB WEB Y PIN PIN 3.82 M30 N10 N21 WEB WEB Y' PIN PIN 3.83 M31 N11 N22 90 PLATEWEB STL Y PIN PIN 3.83 M32 N2 N12 WEB WEB Y -PIN PIN 4.844 M33 N3 N13 WEB WEB Y PIN PIN 5.031 M34 N4 N14 WEB WEB Y PIN PIN 5.177 M35 N5 N15 WEB WEB Y PIN PIN 5.698 M36 N6 N16 WEB WEB Y PIN PIN 6.774' M37 N6 N18 WEB WEB Y PIN PIN 6.774 M38 N7 N19 WEB WEB Y PIN PIN 5:698 M39 N8 N20 WEB WEB Y PIN PIN 5.177 M40 N9 N21 WEB WEB Y PIN PIN 5:031 M41 N10 N22 WEB WEB Y PIN PIN 4.844 Basic Load Case Data BLC No. Basic Load Case Category Category Gravity Load Type Totals Description Code Description X Y Joint Point Direct Dist. 1 DEAD LOAD None 10 2 SNOW LOAD None 10 , Member Direct Distributed Loads. Category : None, BLC 1 : DEAD LOAD Member Label Direction Start Magnitude End Magnitude Start Location End Location (k/ft, F) (k/ft, F) (ft or %) (ft or %) M11 Y -.3 -.3 0 0 M12 Y -.3 -.3 0 0 M13 Y -.3 -.3 0 0 M14 Y -.3 -.3 0 0 RISA -2D Version 5.5b [C: \Engineer \RISA \SWCOFC47.r2d] Page 2 Company : Lewis & Van Meet , Inc. February 20, 2004 Designer : Gary J. Lewis 6:25 PM . Job Number : SW CHURCH OF CHRIST GLULAM TRUSS Checked By: Member Direct Distributed Loads. Cateaory : None. BLC 1 (continued) Member Label Direction Start Magnitude End Magnitude Start Location End Location M15 Y ( 3F) (k/ft, F) (ft or %) (ft or %) - 0 0 M20 Y - -.3 ' '' .) M19 . Y -.3 -.3 0 0 M16' -3 -:3 /1 0 M17 Y -.3 -.3 0 0 M46_ Y -.3 4.3 •;0 70 Member Direct Distributed Loads. Cateaory : None. BLC 2 : SNOW LOAD Member Label Direction Start Magnitude End Magnitude Start Location End Location (k/ft, F) (k/ft, F) (ft or %) (ft or %) M11 Y -.41 -.41 0 0 M12 Y 4'I -41 : 0 0 M13 Y -.41 -.41 0 0 :M14_ Y -,41 . 41, 00 M15 Y -.41 -.41 0 0 - ; Ii20; Y . 41 ! . :41 0 0. m M19 . Y -.41 -.41 0 0 M1:$ '>'' •.41 •41. 0 0 M17 Y -.41 -.41 0 0 M16 :': Y ;, 41 .41 i_ - 9 = 0 . Load Combinations Num Description Env WS PD SRSS CD _ BLC Factor BLC Factor BLC Factor BLC Factor I 1 I DEAD ONLY y I 1 1 1 Y -1 1 1 )': I _D . + SNOW V . , A "1 Y -1 1 1 !2 1 Envelope Reactions Joint Label X Force Y Force Moment (k) Lc (k) Lc (k -ft) Lc N12 max 0.000 2 18.631 2 0.000 1 min 0 0 - 1 . 43 8 1. 01 ... i N22 max 0.000 1 18.631 2 0.000 1 rat» 0,000 1. 1138 1:::. O1Q00 1: Reaction Totals : max 0.000 2 37.263 2 min : 0.000 1 16 6 1 Envelope Member Section Forces Member Label Section Axial Lc Shear Lc Moment Lc (k) (k) _ (k) 1 M1 1 max .021 2 .05 2 0 1 • min .013 1 .032 1 0 1 2 max .016 2 .039 2 -.031 1 min .009 1 .021 1 -.053 2 3 max .011 2 .027 2 -.05 1 min .004 1 .01 1 -.092 2 4 max .007 2 .016 2 -.055 1 min 0 1 -.001 1 -.118 2 5 max .002 2 .005 2 -.047 1 min -.005 1 012 1 -.131 2 M2 . I "mnax 5,52• 1 .1: 2 I x`47 '1. mrtitt . -21:22.9 2 ' :0993 1 ::; 31 = 2, ai i-9 532; 1 ~1 2 ' . `. min ::21..233 2 0.81 1 S4ti Z RISA - 2D Version 5.5b [C: \Engineer \RISA \SWCOFC47.r2d] Page 3 -2 Company : Lewis & Van Vleet , In . February 20, 2004 Designer : Gary J. Lewis 6:25 PM Job Number : SW CHURCH OF CHRIST GLULAM TRUSS Checked By: Enveloae Member Section Forces. (continued) Member Label Section Axial Lc Shear Lc Moment Lc (k) (k), (k) 3 •`- +9:537 1 14 .252 'I `:rain -2"238 2 *An 5 max -9 547 1 M3 1 max -16.8 1 .04 2 -.398 1 min - 37.401 2 .031 1 -.909 2 2 max - 16.804 1 .029 2 -.429 1 min - 37.405 2 .019 1 -.952 2 3 max - 16.808 1 .017 2 -.446 1 min - 37.409 2 .008 1 -.98 2 4 max - 16.812 1 .005 2 -.448 1 min - 37.412 2 , -.004 1 -.993 2 5 max - 16.816 1 -.006 2 -.436 1 min -37.416 2 -.016 1 -.993 2 , min 43:599 2 , 1 993. 2 2 max ttn . }43.802 2 .022 1; 1';042. 2 3 max 1901 1 .)24 2 - 489 1 4 a aax f19.�604:. 1 :01:2 2' X495 1 �n - 43.806: 5 max -' 19.:806: 1 0 2 ..487 1 m +609 2 01'3 1 1.'105 2 M5 1 max' -17.81 1 -.121 1 -.487 1 min - 39.607 2 -.298 12 -1.105 12 2 max - 17.811 11 -.133 1 1 j -.339 ' 1 min - 39.608 2 -.309 12 - .75 2 3 max I - 17.812 1 -.144 1 -.177 11 min - 39.609 2 -.321 2 -.381 2 4 max - 17.813 1 -.156 1 0 2 min - 39.609 2 -.333 2 0 1 5 max - 17.813 1 -.168 1 .396 2 min -39.61 2- -.344 2 .189 1 M6 max 2 aax. X018 2124 1 )53 2 min :00.9 1. 039 2 X631 1 3 mast :1011 2 01. 1 )92 2. !; main :.004. 1 t127 3 .2 ° ti5 1 #gain 0 1116 2: 055 1 5 max .i002 1112 i 1! X1:31 2 Taira -.005 1 . ►Q5 2 047 '1 , M7 s 1 max -9.528 1 -093 1 .131 2 min - 21.229 2 -.177 2 .047 1 2 max -9.532 1 -.081 1 .348 2 min - 21.233 2 -.166 2 .157 1 3 max -9.537 1 -.069 1 .55 2 min - 21.238 2 -.154 2 .252 1 4 max -9.542 1 -.058 1 .737 2 min - 21.243 2 -.142 2 .332 1 5 max -9.547 1 -.046 1 .91 2 min - 21.248 2 -.13 2 .398 1 • � M8: 1 r ax 48.801 1 :031' '1 " .9 ..., 2 RISA -2D Version 5.5b [C: \Engineer \RISA \SWCOFC47.r2d] Page 4 4Z -26 Company : Lewis & Van Vleet , Inc. February 20, 2004 Designer : Gary J. Lewis 6:25 PM Job Number : SW CHURCH OF CHRIST GLULAM TRUSS Checked By: Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear Lc Moment Lc (k) (k) (k) min I - 37.401 2 -.04 2 .398 1 2 max ' - 16.805 1 -.019 1 .952 2 min -37.405 2 -.029 2 .429 1 3 max . -16.808 1 -.008 1 :98 2 min ! - 37.409 2 -.017 2 .446 1 4 max -16.812 1 .004 1 .993 2 min - 37.413 2 -.005 2 .448 1 5 max I - 16.816 1 .016 1 .993 2 min ! - 37.417 2 .007 2 .436 1 M9 1 max - 19.596 1 -.034 1 .993 2 min - 43.599 2 , -.047 2 .436 1 2 max - 19.599 1 -.022 1 1.041 2 min - 43.601 2 -.035 2 .469 1 3 max - 19.601 1 -.011 1 1.076 2 min - 43.603 2 , -.024 2 .489 1 4 max - 19.603 1 0 1 I 1.098 2 min - 43.606 2 -.012 2 1 .495 1 5 max - 19.606 I 1 I .013 1' 1.105 2 min - 43.608 2 0 2 .487 1 M10 1 max - 17.811 1 .298 2 1.105 2 min I -39.61 2 .121 1 .487 1 2 max - 17.812 1 .309 2 .75 2 min -39.61 2 .133 1 ` .339 1 3 max - 17.813 1 .321 2 .382 2 min - 39.611 2 .144 1 .177 1 4 max - 17.814 1 .333 2 0 1 min - 39.612 2 .156 1 , 0 2 5 max! - 17.814 1 .344 2 -.189 1 min I - 39.613 2 .168 1 -.396 2 M11 1 I maxi 21.863 2 1.366 2 I 0 1 min I 9.808 1 .59 1 0 1 2 max 21.532 2 .571 2 -.501 1 min 9.666 1 .248 1 -1.158 2 3 max I 21.201 2 -.094 1 -.593 1 min 9.523 1 -.224 12 -1.366 2 4 max 20.869 2 -.437 ' 1 -.276 1 min 9.381 1 -1.019 2 -.623 2 5 max 1 20.538 2 I -.779 1 1.071 2 min 9.238 1 -1.814 2 .451 11 M12 1 ' max 39.129 2 1.806 2 1.071 2 min 17.568 1 .779 1 .451 1 2 max 38.78 2 I .966 2 -.305 1 min 17.418 1 417 1 -.68 2 3 max 38.431 2 .126 2 -.604 1 min 17.267 1 .356 1 -1.369 2 4 max 38.081 2 -.306 1 -.445 1 min 17.117 {{ 1 -.714 2 -.997 2 5 max 37.732 1 2 -.668 1 .436 2 min I 16.967 1 -1.554 .2 17 1 M13 1 max ; 47.071 2 1.68 , 2 .436 2 min 21.147 1 .723 1 .17 1 2 max 46.72 2 .84 2 -.516 1 min 20.996 1 .362 1 -1.157 2 3 max 46.369 2 0 1 -.744 1 min 20.844 1 0 2 -1.688 2 4 max 46.018 2 -.362 1 -.515 1 min 20.693 1 -.84 2 -1.157 2 RISA -2D Version 5.5b [C: \Engineer \RISA \SWCOFC47.r2d] Page 5 Company : Lewis & Van Vleet , Inc. February 20, 2004 Designer : Gary J. Lewis 6:25 PM • Job Number : SW CHURCH OF CHRIST GLULAM TRUSS Checked By: • Envelope Member Section Forces. (continued) Member Label Section Axial Lc Shear Lc Moment Lc (k) (k) (k) 5 max 45.667 2 -.724 1 .437 2 min 20.542 1 -1.68 2 .171 • 1 f M14 1 max ±3.463 2 1X63'1 2' :437 2 tfatn .19.533 1 .703 1' 171 1 2 max 43114. .791; 2' 489 1 thin 19.382 4.093 2 3 Max! 765 2 -.02 1 X692 1 thin 19.232 1 .049 2 1.562 2 4 max 42.416 -.382 X38 9 min 19.082 1 - 1389 '97 2 5 r.i4Z065 2 .744 1' 884 2 '1'S `931 1 1.729 2 .273 1 M15 1 max 34.821 2 1.815 2 .684 2 min 15.653 1 .777 1 .273 1 2 max 34.472 2 .975 2 -.481 1 • min 15.502 1 .416 1 -1.08 2 3 max 34.123 2 .135 2 -.778 1 min 15.352 1 .054 1 -1.781 2 4 max 33.774 2 -.308 1 -.617 1 min 15.201 1 -.705 2 - 1.421 2 5 max 33.424 2 -.669 1 0 1 min 15.051 1 -1.545 2 0 1 j M1i6 1 max 21.863 2 9. 1 0 1 tr in 9.808 1 -1.366 2 0 '1 2 max 21.532 2'' -.248 1 1'.1 :58 2 min ;9.666 1 ..571 2 501 1 3 max 21 :2 2 .224 2 »1;366 2 trim 9.523 1 .094° 1 593 1 4 max 201869 H 2 1 01`9 2 ' .623 min 9.38 1 .437 1' 276 1 5 max 20.538 2 1,81.4 ... 2 ii .451 1 ti�iin 9.238 1 .779° 1 ! 1.071 2 M17 1 max 39.129 2 -.779 1 -.451 1 min 17.568 1 -1.806 2 -1.071 2 2 max 38.78 2 -.417 1 .68 2 min 17.418 1 -.966 2 .305 1 3 max 38.431 2 -.056 1 1.369 2 min 17.267 1 -.126 2 .603 1 4 max 38.081 2 .715 2 .997 2 min 17.117 1 .306 1 .445 1 5 max 37.732 2 1.555 2 -.17 1 min 16.967 1 .668 1 -.437 2 _ M1'8 1 max 47.071 2 724 1 .17 1 tttill 21:946' 1 1681 2 -437 2 2 max x.72 2 .362, 1 1X1 7 2 min 20.995 1 841: 2 . 16i h. 13 1r c 1 = 1:.689 2 4 max 18 . 2 2 µ 1t 1 2 WWI 5 m M19 1 max 43.465 2 702 1 -.17 1 min 19.533 1 -1.628 2 -.434 2 2 max 43.115 2 -.34 1 1.092 2 min 19.383 1 -.788 2 .488 1 3 I max 42.766 2 .052 J 2 1.557 2 RISA -2D Version 5.5b [C: \Engineer \RISA \SWCOFC47.r2d] Page 6 ' 3 - 3a Company : Lewis & Van Vleet , Inc. February 20, 2004 Designer : Gary J. Lewis 6:25 PM Job Number : SW CHURCH OF CHRIST GLULAM TRUSS Checked By: Envelope Member Section Forces. (continued) Member Label Section Axial Lc Shear Lc Moment Lc (k) (k) (k) min 19.232 1 .022 1 .69 1 4 max 42.417 2 .892 2 .961 2 min 19.082 1 .383 1 .434 1 5 max 42.068 2 1.732 2 -.279 1 min 18.932 1 .745 1 -.697 2 M20 1 max 34.822 2 - .779 1 -.279 1 min 15.653 1 -1.818 2 -.697 2 2 max 34.473 2 -.417 1 1.07 2 min 15.503 1 -.978 2 .477 1 3 max 34.124 2 - .055 1 1.775 2 min 15.352 1 - -.138 2 .775 1 4 max 33.775 2 .702 2 1:418 2 min 15.202 1 '_ .307 1 .616 1 5 max 33.426 2 1.542 2 0 1 min 15.052 1 .668 1 0 1 M21 1 max -.035 1 0 1 0 1 min -.054 2 0 1 0 1 2 max -.043 1 0 1 0 1 min -.062 2 0 1 0 1 3 max -.051 1 0 1 0 1 min -.07 2 0 1 0 1 4 max -.059 1 0 1 0 1 min -.078 2 0 1 0 1 5 max -.067 1 0 1 0 1 min -.086 2 0 1 0 1 M22 1 max 16.866 2 0 1 0 1 min 7.534 1 0 1 0 1 2 ;max 16.859 2 0 1 0 1 min 7.527 1 0 1 0 1 3 max 16.852 2 0 1 =0 1 min 7.52 1 0 1 0 1 4 max 16.845 2 0 1 0 1 min 7.513 1 0 1 0 1 5 max 1.6:838 2 0 1 -0 1 min 7.506 1 0 1 0 1 M23 1 max 10.223 2 0 1 0 1 min 4.56 1 0 1 0 1 2 max 10.216 2 0 1 0 1 min 4.553 1 0 1 0 1 3 max 10.209 2 0 1 0 1 min 4.546 1 0 1 0 1 4 max 10.202 2 0 1 0 1 min 4.539 1 0 1 0 1 5 max 10.195 2 0 1 0 1 min 4.532 1 0 1 0 1 ( M24 1 max -.08 1 0 1 0 1 min -.109 2 0 1 0 1 2 max -.088 1 0 ' 1 0 1 min -.117 2 0 1 0 1 3 max -.096 1 0 1 0 1 min -.125 2 0 1 0 1 4 max -.103 1 0 1 0 1 min -.132 2 0 1 0 1 5 max -.111 1 0 1 0 ''1 min -.14 2 0 1 0 1 M25 1 max -3.591 1 0 1 0 1 min -7.917 2 0 1 0 1 RISA -2D Version 5.5b [C: \Engineer \RISA \SWCOFC47.r2d] Page 7 • P- -31 Company : Lewis & Van Vleet , Inc. February 20, 2004 Designer : Gary J. Lewis 6:25 PM - Job Number : SW CHURCH OF CHRIST GLULAM TRUSS Checked By: Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear Lc Moment Lc (k) (k) (k) 2 max -3.601 1 0 1 1 0 1 min -7.926 2 0 1 0 1 3 max -3.61 1 0 1 0 1 min -7.936 2 0 1 0 1 4 max -3.62 1 0 1 0 1 min -7.945 2 0 1 0 1 5 max -3.629 1 0 1 0 1 min -7.955 2 0 1 0 1 M26 1 max - 10.269 1 0 1 0 1 min -22.759 2 0 1 0 1 2 max 10.282 1 0 1 0 1 - min -22.771 2 0 ' 1" 0 1 3 max - 10.294 1 0 1 0 1 min - 22.784 2 0 1 0 1 4 max' - 10.307 1 0 1 0 1 min - 22.796 2 0 1 0 1 5 max - 10.319 1 0 1 0 1 min - 22.809 2 0 1 0 1,; M27 1 max -3.59 1 0 1 0 1 min -7.914 2 0 1 0 1 2 max -3.599 1 0 1 0 1 min -7.924 2 0 1 0 1 3 max -3.609 1 0 1 0 1 min -7.933 2 0 1 0 1 4 max -3.619 1 0 1 0 1 min -7.943 2 0 1 0 1 5 max -3.628 1 0 1 0 1 min -7.952 2 0 1 0 1 M28 1 max -.081 1 0 1 0 1 min -.11 2 0 1 0 1 2 max -.088 1 0 1 0 1 min -.118 2 0 1 0 1 3 max -.096 1 0 1 0 1 min .125 2 0 1 =- - 0 1 4 max -.104 1 0 "1 0 1 min -.133 2 0 1 0 1 5 max -.111 1 0 : 1 , 0 1 min -.141 2 0 1 0 1 M29 1 max 10.223 2 0 1 0 1 min 4.56 1 0 1 0 1 2 max 10.216 2 0 1 0 1 min 4.553 1 0 1 0 1 3 max 10.209 2 0 1 0 1 min 4.546 1 0 1 0 1 4 max 10.202 2 0 1 0 1 min 4.539 1 0 1 0 1 5 max 10.195 2 0 1 0 1 min 4.532 1 0 1 0 1 I M30 1 max 16.866 2 0 1 0 1 min 7.534 1 0 1 1 2 max 16.859 2 0 1 0 1 min 7.527 1 0 1 0 1 3 max 16.852 !' 2 0 "I 0 1 : min 7.52 .1 0 1 0 1 4 max 16.845 2 0 1 0 1 - min 7.513 1 0 1 0 1 5 max 16.838 2 0 1 0 1 IZISA -2D Version 5.5b [C: \Engineer \RISA \SWCOFC47.r2d] Page 8 • 1? 32 Company : Lewis & Van Vleet , Inc. February 20, 2004 Designer : Gary J. Lewis 6:25 PM Job Number : SW CHURCH OF CHRIST GLULAM TRUSS Checked By: Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear Lc Moment Lc (k) (k) (k) min 7.506 1 0 1 0 M31 1 max -.035 1 0 1 0 1 min -.054 2 0 1 0 1 2 max -.043 1 0 1 0 1 min -.062 2 0 1 0 1 3 max -.051 1 0 1 0 1 min -.07 2 0 1 0 1 4 max -.059 1 0 1 0 1 min -.078 2 0 1 0 1 5 max -.067 1 0 1 0 1 min -.086 2 0 1 0 1 M32 1 max -9.674 1 -.016 2 0 1 min - - 21.552 2 -.016 1 0 1 2 max -9.678 1 -.008 2 .015 1 min - 21.556 2 -.008 1 :015 2 3 max -9.682 1 0 1 .02 1 min 21.559 2 0 1 .02 2 4 max -9.685 1 .008 2 .015 1 min -21.563 2 .008 1 .015 " 2 5 max -9.689 1 .016 2 0 1 min 21.567 2 .016 1 0 1 M33 1 max -7.644 1 -.017 1 0 1 min - 17.008 2 -.017 2 0 1 2 max -7.647 1 -.009 1 .016 2 min - 17.012 2 -.009 2 .016 1 3 max -7.651 1 0 1 .022 2 min - 17.015 2 0 1 .022 1 4 max -7.654 1 .009 1 .016 2 min - 17.018 2 .009 2 .016 1 5 max -7.657 1 .017 1 0 1 min - 17.022 2 .017 2 0 1 M34 1 max -3.663 1 -.017 1 0 1 min - 8.141 2 -.017 2 0 1 2 max -3.667 1 -.009 1 .017 2 min ` -8.145 2 -.009 2 .017 1 3 max -3.671 1 0 1 .022 2 min -8.149 2 '' 0 1 .022 1 4 max -3.676 1 .009 1 .017 2 min -8.153 2 .009 2 .017 1 5 max -3.68 1 .017 1 "0 1 min'' -8.157 2 ' .017 2 0 1 M35 1 max 4.015 2 -.017 2 0 1 min 1.804 1 -.017 1 0 1 2 max 4.009 2 -.009 2 .018 1 min 1.798 1 -.009 1 .018 2 3 max 4.003 2 0 1 .024 1 min 1.792 1 0 1 .024 2 4 max 3.997 2 .009 2 .018 1 min 1.786 1 .009 1 .018 2 5 max 3.991 2 .017 2 0 1 min 1.78 1 .017 1 0 1 M36 1 max', 11.702 2 -.017 1 0 1 min 5.259 1 ! -.017 2 0 1 2 max ' 11.693 2 -.009 1 .022 2 min 5.25 1 -.009 2 .022 1 3 max 11.684 2 0 1 .029 2 !: min 5.241 1 ": 0 1 .029 1 RISA -: D Version 5.5b [C: \Engineer \RISA \SWCOFC47.r2d] Page 9 12- -33 Company : Lewis & Van Vleet , Inc. February 20, 2004 Designer : Gary J. Lewis 6:25 PM Job Number : SW CHURCH OF CHRIST GLULAM TRUSS Checked By: Envelope Member Section Forces. (continued) Member Label Section Axial Lc Shear Lc Moment Lc (k) (k) (k) 4 max 11.675 2 .009 1 .022 2 min 5232 1 .009 2 .022 1 5 max 11.666 2 .017 1 0 1 min 5.223 1 .017 2 0 1 M37 1 max 11.705 2 .017 1 0 1 min 5.261 1 .017 2 0 1 2 max 11.696 2 .009 1 -.022 2 min 5.252 1 .009 2 -.022 1 3 max 11.687 2 0 1 -.029 2 min 5.243 1 0 1 -.029 1 4 max 11.678 2 -.009 1 -.022 2 min 5.234 1 -.009 2 -.022 1 5 max 11.669 2 -.017 1 0 1 min 5.225 1 -.017 2 0 1 M38 1 max 4.012 2 .017 2 0 1 min 1.802 1 .017 1 0 1 max 4.006 2 _009 2 -.018 1 min 1.796 1 .009 1 '; -.018 2 3 max 4 2 0 1 -.024 1 min 1.79 1 0 1 -.024 2 4 max 3.994 2 -.009 2 -.018 1 min 1.784 1 - .009 1 -.018 2 5 max 3.988 2 -.017 2 0 1 min 1.778 1 -.017 1 0 1 M39 1 max -3.663 1 .017 2 0 1 min -8.14 2 .017 1 0 1 2 max -3.667 1 .009 2 -.017 1 min -8.144 2 .009 1 -.017 2 3 max -3.671 1 0 1 -.022 1 min -8.148 2 0 1 -.022 2 4 max -3.675 1 -.009 2 -.017 1 min -8.152 2 -.009 1 -.017 2 5 max -3.679 1 -.017 2 0 1 min -8.156 2 -.017 1 0 1 M40 1 max -7.644 1 .017 2 0 1 min - 17.008 2 .017 1 0 1 2 max -7.647 1 .009 2 ,r -.016 1 min - 17.012 2 .009 1 -.016 2 3 max -7.651 1 0 1 -.022 1 min - 17.015 2 0 1 -.022 2 4 max -7.654 1 -.009 2 -.016 1 min - 17.019 2 - .009 1 -.016 2 5 max -7.658 1 -.017 2 0 1 _ min -17.022 2 -.017 1 0 1 M41 1 max -9.674 1 .016 2 0 1 min - 21.552 2 .016 1 0 1 2 max -9.678 1 .008 2 -.015 1 min - 21.556 2 .008 1 -.015 2 3 max -9.682 1 0 1 -.02 1 min - 21.559 2 0 1 -.02 2 4 max -9.685 1 -.008 2 -.015 1 min - 21.563 2 -.008 1 -.015 2 5 max -9.689 1 -.016 2 0 1 min - 21.567 2 -.016 1 0 1 RISA -2D Veision 5.5b [C: \Engineer \RISA \SWCOFC47.r2d] Page 10 ta-3 Company : Lewis & Van Vleet , Inc. February 20, 2004 Designer : Gary J. Lewis 6:25 PM Job Number : SW CHURCH OF CHRIST GLULAM TRUSS Checked By: Envelope Joint Displacements Joint Label X Translate Y Translate Rotate (in) Lc (in) Lc (radians) Lc N1 max -.12 1 0 1 - 2.906e -3 1 min -.267 2 0 2 - 6.452e -3 2 N2 max -.057 1 -.152 1 -2,821e-3 1 min -.126 2 -.339 2 - 6277e -3 2 N3 max .028 2 -.296 1 - 2.284e -3 1 min .012 1 -.658 2 -5.081e-3 2 N4 max .134 2 -.393 1 - 1.343e -3 1 min .06 1 .875 2 -2.986e-3 2 N5 max .19 2 -.438 1 -3.431e-4 1 min .085 1 -.974 2 -7.628e-4 2 N6 max .222 2 -.44 1 - 2.9e -8 1 min .1 1 -.978 2 6.735e -8 2 N7 max .254 2 -.438 1 7.629e -4 2 min .114 1 -.974 2 3.431e-4 11 N8 max .31 2 -.393 1 2.986e -3 2 min .139 1 .875 2 1.343e -3 1 N9 max .416 2 -.296 1 5.08e -3 2 min .187 1 -.658 2 2.284e -3 1 N10 max .57 2 -.152 1 6.277e -3 2 min .256 1 -.339 2 2.821 -3 1 N11 max .711 2 0 1 6.452e -3 2 min .32 1 0 2 2.906e -3 1 N12 max 0.000 1 0.000 1 - 3.361e -3 1 min 0.000 2 0.000 2 7.512e -3 2 N13 max .129 2 -.159 1 - 2.69e -3 1 min .058 1 -.354 2 - 5.978e -3 2 N14 max .223 2 -.3 1 - 2.028e -3 1 min .1 1 -.667 2 4.513e -3 2 N15 max .266 2 -.393 1 - 1.055e -3 1 min .12 1 -.875 2 -2.342e-3 2 N16 max .263 2 -.433 1 - 1.977e -4 1 min .118 1 -.964 2 -4.506e-4 2 N17 max .222 2 -.423 1 1.926e -3 2 min .1 1 -.942 2 '; 8.492e -4 11 N18 max .181 2 -.433 1 4.594e -4 2 min :081 1 -.964 2 2.01 5e -4 1 N19 max .178 2 -.393 1 2.34e -3 2 min .08 1 -.875 2 1.054e -3 1 N20 max .221 2 -.3 1 4.514e -3 2 min .099 1 -.667 2 2.029e-3 1 N21 max .315 2 -.159 1 5.978e -3 2 min .142 1 -.354 2_ 2.69e -3 1 N22 max .444 2 0.000 1 7.512e -3 2 min .199 1 0.000 2 3.362e -3 1 Envelope Member NDS Code Checks Member Label Code Chk Loc Shear Chk Loc Eqn Message (ft) Lc (ft) Lc M1 .018 4.784 2 .007 0 2 3.9 -3 M2 :537 5.058 2 :025 0 2 3.9 -1 M3 .862 4.311 2 .006 0 2 3.9 -1 M4 :997 4.756 2 .006 0 2 3 :9 -1 M5 .919 0 2 .048 4.677 2 3.9 -1 M6 :018 4.784 2 .007' 0 2 3.9 -3 M7 .537 5.058 2 .025 0 2 3.9 -1 M8 .862 4.311 2 .006 0 2 3.9 -1 RISA -2D Version 5 5b [C: \Engineer \RISA \SWCOFC47.r2d] Page 11 1 Company : Lewis & Van Vleet , Inc. February 20, 2004 Designer : Gary J. Lewis 6:25 PM - Job Number : SW CHURCH OF CHRIST GLULAM TRUSS Checked By: . Envelope Member NDS Code Checks, (continued) Member Label Code Chk Loc Shear Chk Loc Eqn Message (ft) Lc (ft) Lc M9 .997 4.756 2 .007 0 2 3.9 -1 M10 X919 0 2 .048 4:677 2 3.9 -1 M11 .294 0 2 .251 4.784 2 3.6.3 M12 .529 0 2 250 0 2 3.6.3 M13 .663 2.476 2 .233 5.058 2 3.9 -3 M14 .588 0 2 239 5.053 2 3.6.3 M15 .487 2.685 2 .251 0 2 3.9 -3 M16 .294 0 2 251 4.784 2 3:6.3 M17 .529 0 2 .250 0 2 3.6.3 M18 664 2476 2 233 0 2 3:9 -3 M19 .588 0 2 .240 5.053 2 3.6.3 M20. .486 2.685 2 252 0 2 3.9 -3 M22 .312 0 2 .000 0 1 3.6.3 ' M23 .189 0 2 .000 0 1 3.6.3 M24 .004 4.19 2 .000 0 1 3.9 -1 M25 , 210 521 2 :000 0 1 3.9 -1,' M26 _603 6.85 2 .000 0 1 3.9 -1 M27 :210 5.21 2 :000 0 1 3,9 -1: M28 .004 4.19 2 .000 0 1 3.9 -1 M29 ,189 0 2 :000 0 1 3.6.3 M30 .312 0 2 .000 0 1 3.6.3 M32 :575 2.472 2 003 4:844 2 3.9 -1 M33 .455 2.568 2 .003 0 2 3.9 -1 M34 .221 2:642 2 :003 0 2 3.9 -1 M35 .083 0 2 .003 5.698 2 3.6.3 M36 269 0 2 ;003 0 2 3 .6.3 M37 .269 0 2 .003 6.774 2 3.6.3 M38 .083 0 2 .003 0 2 3.6.3 M39 .221 2.642 2 .003 0 2 3.9 -1 M40 .455 2.568 2 :003 0 2 3.9 -1 M41 .575 2.472 2 .003 0 2 3.9 -1 Envelope Member NDS Code Details Member Label Fc' Ft' Fb' Fv' Lc (ksi) (ksi) (ksi) (ksi) M1 2 1.705 1.25 1.7 .21 M2 2 1.676 1.25 17 21 M3 2 1.69 1.25 1.7 .21 M4 2 1:708 1.25 1.7 21 M5 2 1.715 1.25 1.7 .21 M6 2 1.705 1.25 1 .7 .21 M7 2 1.676 1.25 1.7 .21 M8 2 1.69 125 1.7 .21 M9 2 1.708 1.25 1.7 .21 M10 2 1.715 1.25 1.7 21 M11 2 1.805 1.25 1.7 .21 M12 2 1.793 1.25 17 21 M13 2 1.793 1.25 1.7 .21 M14 2 1.793 125 17 21 M15 2 1.793 1.25 1.7 .21 M16 2 1.805 1 25 1.7 .21 M17 2 1.793 1.25 1.7 .21 M18 2 1.793 125 17 21 M19 2 1.793 1.25 1.7 .21 M20 2 1.793 125 1.7 21 M22 2 1.785 1.25 1.7 .21 M23 2 1.785 1.25 1.7 .21 RISA -2D Version 5.5b [C: \Engineer \RISA \SWCOFC47.r2d] Page 12 12_--340 Company : Lewis & Van Vleet , Inc. February 20, 2004 Designer : Gary J. Lewis 6:25 PM Job Number : SW CHURCH OF CHRIST GLULAM TRUSS Checked By: Envelope Member NDS Code Details. (continued) Member Label Fc' Ft' Fb' Fv' Lc (ksi) (ksi) (ksi) (ksi) M24 2 1.758 1.25 1.7 .21 M25 2 1S59 • 12,5 1,7 21 M26 2 1.426 1.25 1.7 .21 M27. •2 1.:659 ;125 41 21 M28 2 1.758 1.25 1.7 .21 M29 2 - 1.785 125 11 21 .f M30 2 1.785 1.25 1.7 .21 M32 2 1:699 1.25 11 21 M33 2 1.679 1.25 1.7 .21 M34 2 1:663 , 1..25 1.7 21 • M35 2 1.599 1.25 1.7 .21 M36 - •2 1.:438 125 11 ._21 M37 2 1.438 1.25 1.7 .21 '11►I38 2 1.599 125 .1.7 .21 M39 2 1.663 1.25 1.7 .21 M40 2 :: 1:679 '1.25 - . 11 21 M41 2 1.699 1.25 1.7 .21 Envelope Member AISC ASD 9th Code Checks Member Label Code Chk Loc Shear Chk Lac ASD Eqn. Message (ft) Lc (ft) Lc M21 .002 3.83 2 .000 0 1 H2 -1 ::103 .002 `383 : :000 0. 1 ••' 142 -1 Envelope Member AISC ASD 9th Code Details Member Label Lc Fa Ft Fb Cb Cm (ksi) (ksi) (ksi) M21 2 1.473 21.6 27 1.75 .6 M31 • 2 .1.473: 21.6 27 t75 .6 Envelope Member Stresses Member Label Section Axial Shear Bending top Bending bot ksi Lc ksi Lc ksi Lc ksi Lc M1 0 max 0 © .001 © 0 0 0 0 min 0 0 0 0 0 0 0 0 p max 0 p .001 © .012 p -.007 0 MI min 0 IN 0 0 .007 0 -.012 WII EA max 0 p 0 p .021 p -.012 0 MIN min 0 0 0 0 .012 0 -.021 WI PI max 0 © 0 © .028 © -.013 0 MI min 0 El 0 0 .013 0 -.028 Ell © max 0 © 0 © .031 Q -.011 0 MN min 0 0 0 0 .011 0 - .031 FM M2. - - :231 005 •431 211. CM 1515 1303 1 13117 max- : - 7 .515 _ .1 ; '`'oR ; 7 3_ ` 4,31 AMEMWOZMEN min 1 P e 4 *flax x 0.04 31'x'2 . t :51 eE .. . . Y .� 2 F : %a� 515 201 1' c u 1 _. .2 M3 0 max -.407 0 .001 © .212 FI -.093 El MEI min -.907 © 0 0 .093 0 -.212 LB 2 max -.407 0 0 © .222 © -.1 0 RISA - 2D Version 5.5b [ C: \Elgineer \RISA \SWCOFC47.r2d] Page 13 {2 -3 Company : Lewis & Van Vleet , Inc. February 20, 2004 Designer : Gary J. Lewis 6:25 PM Job Number : SW CHURCH OF CHRIST GLULAM TRUSS Checked By: Envelope Member Stresses. (continued) Member Label Section Axial Shear Bending top Bending bot (ksi) Lc (ksi) Lc (ksi) Lc (ksi) Lc min -.907 2 0 1 .1 1 -.222 2 3 max -.407 1 0 2 .228 2 -.104 1 Min -.907 2 0 1 .104 1 -.228 2 4 max -.408 1 0 2 .231 2 -.104 1 min -.907 2 0 1 .104 1 -.231 2 5 max -.408 1 0 2 .231 2 -.101 1 min -.907 2 0 1 .101 1 -.231 2 ' M4 1 max -.475 1 .001 2 .23'1 2 1 1 1 2 Ir. : max min =1.057 2 °rtfl 109 1 .242. 2 3 ax - 75 1 0 2 .251.. 714 1 r. min '1.057 2 0 1 1G4: 1 2 :2 4: max -.4'75 1 0 2 255. 2 - 115 1 iin - 1.,057 2 0 1 .115 1 -255 2 5 r ax - .475 1 0 2 7 .2 13 1 .1.057 2 M5 1 max -.432 1 -.004 1 .257 2 -.113 1 min -.96 2 -.009 2 .113 1 -.257 2 ' 2 max -.432 1 -.004 1 .175 2 -.079 1 min -.96 2 -.009 2 .079 1 -.175 2 3 max -.432 1 -.004 1 .089 2 -.041 1 min I -.96 2 -.009 2 I .041 1 -.089 2 4 max -.432 1 -.005 1 0 1 0 2 min -.96 2 -.01 2 0 2 0 1 5 max -.432 1 -.005 1 -.044 1 .092 2 min -.96 2 -.01 2 -.092 2 .044 1 M6 1 rnax 0 2 1 4%9i; 0 1 0 1 iriin �0 1 001 2 0. 1 0 1 2 max mm . 1 1 .001 2 .;012 2 .007 1 3 max 0 2. 0 1 .072. 1 021 12 min : 0 1 0 2. .021 2. x.12 1 4 r:iax. fl 2 7. 1 1 2 1 5 fax 0 1 f v �r 2 .i M7 1 max -.231 1 -.003 1 -.011 1 .031 2 min -.515 2 -.005 2 -.031 2 .011 1 2 max -.231 1 -.002 1 -.036 1 .081 2 min -.515 2 -.005 2 -.081 2 .036 1 3 max -.231 1 -.002 1 -.059 1 .128 2 min -.515 2 -.004 2 -.128 2 .059 1 4 max -.231 1 -.002 1 -.077 1 .172 2 min -.515 2 -.004 2 -.172 2 .077 1 5 max -.231 1 - .001 1 -.093 1 .212 2 min -.515 2 -.004 2 -.212 2 .093 1 2 ma = 07 . a : a ; :1 2 If 3 ttax .407 i" .1 ' 4 flax 1 1 F1 2 tattie ra"iri :.907 2 Y� 2 1 RISA -2D Version 5.5b [C: \Engineor \RISA \SWCOFC47.r2d] Page 14 Company : Lewis & Van Vleet , Inc. February 2C, 2004 Designer : Gary J. Lewis 6:25 PM Job Number : SW CHURCH OF CHRIST GLULAM TRUSS Checked By: „ Envelope Member Stresses, (continued) Member Label Section Axial Shear Bending top Bending bot (ksi) Lc (ksi) Lc (ksi) Lc (ksi) Lc M9 11 max -.475 1 I 0 1 -.101 1 .231 2 min -1.057 2 -.001 2 -.231 2 .101 1 2 max -.475 1 0 1 -.109 1 .242 2 min -1.057 12 -.001 2 -.242 2 .109 1 3 max -.475 ' 1 I 0 1 -.114 1 .251 2 min -1.057 2 1 0 2 -.251 2 .114 1 4 max -.475 1 0 1 -.115 1 .255 2 min -1.057 2 0 2 -.255 2 .115 1 5 max -.475 11 0 1 -.113 1 .257 2 min - 1.057 2 0 2, -.257 2 .113 1 M10 11 max -.432 l 1 .009 2 -.113 11 I .257 2 min -.96 I 2 .004 1 -.257 2 .113 1 2 max -.432 1 .009 2 -.079 _ 1 .175 2 min -.96 X 2 1 .004 1 -.175 2 .079 1 3 max -.432 1 I .009 2 -.041 1 .089 2 min -.96 2 .004 1 -.089 2 .041 1 4 max -.432 1 .01 2 0 2 0 1 min -.96 2 :005 1 0 1 0 2 5 max -.432 1 .01 2 .092 I 2 -.044 1 min -.96 2 .005 1 .044 11 -.092 2 M11 1 max .53 2 .04 2 0 1 0 _ 1 min .238 1 .017 1 0 1 0 1 2 max .522 2 .017 2 .27 2 -.117 1 min .234 1 .007 1 .117 1 -.27 2 3 max ,514 2 -.003 1 .318 12 -.138 1 min .231 1 -.007 2 .138 11 -.318 2 4 max .506 2 -.013 1 .145 i 2 -.064 1 min .227 1 l -.03 2 .064 1 -.145 2 5 max .498 2 -.023 1 -.105 1 I .249 2 min .224 1 1 -.053 2 -.249 2 I .105 1 M12 1 I max .949 2 .053 2 -.105 11 .249 2 I min .426 1 .023 1 -.249 2 .105 1 2 max .94 2 .028 2 .158 2 -.071 1 min .422 1 I .012 1 .071 1 -.158 2 3 max .932 2 .004 , 2 .319 2 -.14 1 min .419 1 .002 11 .14 1 -.319 2 I 4 I max .923 2 -.009 1 .232 2 -.104 1 I min .415 ; 1 -.021 2 .104 1 -.232 2 5 max .915 2 -.019 1 -.04 1 .101 2 min .411 1 I -.045 2 -.101 2 I .04 1 I M13 1 I max 1.141 2 .049 2 -.04 1 .101 2 min .513 1 .021 1 -.101 2 .04 1 2 max 1.133 2 .024 2 .269 2 -.12 1 min .509 1 .011 1 .12 1 -.269 2 3 max 1.124 2 0 1 .393 2 -.173 1 min .505 1 0 2 .173 1 -.393 2 4 max 1.116 2 -.011 1 .269 2 -.12 1 min .502 1 -.024 2 .12 1 -.269 2 5 max 1.107 2 -.021 1 -.04 1 .102 2 min .498 1 , -.049 2 -.102 2 .04 1 M14 1 max ; 1.054 2 :047 2 -.04 1 .102 2 min .474 1 .02 1 -.102 2 .04 1 2 max 1.045 2 023 2 .254 2 -.114 1 min .47 1 .01 1 .114 1 -.254 2 3 max 1.037 2 0 1 .363 2 -.161 1 min .466 1 I -.001 2 .161 1 -.363 2 4 max 1.028 2 I -.011 1 .226 2 -.102 1 RISA -2D Version 5.5b [C: \Engineer \RIS,a \SWCOFC47.r2d] Page 15 ta--39 Company : Lewis & Van Vleet , Inc. February 20, 2004 Designer : Gary J. Lewis 6:25 PM Job Number : SW CHURCH OF CHRIST GLULAM TRUSS Checked By: _ Envelope Member Stresses, (continued) Member Label Section Axial Shear Bending top Bending bot (ksi) Lc (ksi) Lc (ksi) Lc (ksi) Lc min .463 1 -.026 2 .102 1 -.226 2 5 max 1.02 2 -.022 1 -.064 1 _.159 2 min :459 1 -.05 2 -:159 2 .064 1 M15 1 max .844 2 .053 2 -.064 1 .159 2 _ min .379 1 .023 1 -.159 2 .064 1 2 max .836 2 .028 2 .251 2 -.112 1 min .376 1 .012 1 .112 1 -.251 2 3 max .827 2 .004 2 .415 2 -.181 1 min .372 1 .002 1 .181 1 -.415 2 4 max .819 2 -.009 1 .331 2 -.144 1 min .369 1 -.021 2 .144 1 -.331 2 5 max .81 2 -.019 1 0 1 0 1 min .365 1 -.045 2 0 1 0 1 M16 1 max .53 2 -.017 1 0 1 0 1 min" .238 1 -.04 2 0 1 0 1 2 max .522 2 -.007 1 -.117 1 .27 2 min .234 1 -.017 2 -.27 2 .117 1 3 max .514 2 .007 2 -.138 1 .318 2 min .231 1 .003 1 -.318 2 .138 1 4 max .506 2 .03 2 -.064 1 .145 2 min .227 1 .013 1 -.145 2 .064 1 5 max .498 2 .053 2 .249 2 -.105 1 min .224 1 .023 1 .105 1 -.249 2 M17 1 max .949 2 -.023 1 .249 2 -.105 1 min .426 1 -.053 2 .105 1 -.249 2 2 max .94 2 -.012 1 -.071 1 .158 2 min .422 1 -.028 2 -.158 2 .071 1 3 max .932 2 -.002 1 -.14 1 .319 2 min .419 1 -.004 2 -.319 2 .14 1 4 max .923 2 .021 2_ -.104 1 .232 2 min .415 1 .009 1 -.232 2 .104 1 5 max .915 2 .045 2 .102 2 -.04 1 min .411 1 .019 1 .04 1 -.102 2 M18 1 max 1.141 2 -.021 1 .102 2 -.04 1 min .513 1 -.049 2 _ .04 1 -.102 2 2 max 1.133 2 -.011 1 -.12 1 .269 2 min .509 1 -.024 2 -.269 2 .12 1 3 max 1.124 2 0 1 -.173 1 .393 2 min .505 1 0 2 -.393 2 .173 1 4 max 1.116 2 .024 2 -.12 1 .27 2 min .502 1 .011 1 -.27 2 .12 1 5 max 1.107 2 .049 2 .101 2 -.039 1 min .498 1 .021 1 .039 1 -.101 2 M19 1 max 1.054 2 -.02 1 .101 2 -.039 1 min .474 1 -.047 2 .039 1 -.101 2 2 max 1.045 2 -.01 1 -.114 1 .254 2 min .47 1 -.023 2 -.254 2 .114 1 3 max 1.037 2 .002 2 -.16 1 .362 2 min .4.66 1 0 1 -.362 2 .16 1 4 max 1.028 2 .026 2 -.101 1 .224 2 min .463 1 .011 1 -.224 2 .101 1 5 max 1.02 2 .05 2 .162 2 -.065 1 min .459 1 .022 1 .065 1 -.162 2 M20 1 max .844 2 -.023 1 .162 2 -.065 1 J' min .379 1 -.053 2 .065 1 - .162 2 2 max .836 2 -.012 1 -.111 "1 .249 2 min .376 1 -.028 2 -.249 2 .111 1 RISA -2D Version 5.5b [C: \Engineer \RISA \SWCOFC47.r2d] Page 16 Company : Lewis & Van Vleet , Inc. February 20, 2004 Designer : Gary J. Lewis 6:25 PM ' Job Number : SW CHURCH OF CHRIST GLULAM TRUSS Checked By: Envelope Member Stresses. (continued) Member Label Section Axial Shear Bending top Bending bot ksi) Lc (ksi) Lc (ksi) Lc fksi) Lc 3 :max 7 =102 -18 413 2 girl .':372 1 =11A4 -413 5 4 max 8'9 2. 2, -'1x43 Y 1 33 2 tnin ` 36 I '! 1 J X33 2 1 'I 5 max :SCI 2 :OAS 2 . 0 "I ' 1 ain X385 1 ;019 I b 1 {i 1 M21 1 max -.014 1 0 1 0 1 0 1 min -.022 2 0 1 0 1 1 I 0 1 2 max ; -.017 1 0 1 0 1 1 0 1 min -.025 2 0 1 0 1 I 0 1 3 I max -.02 1 I 0 1 0 1 0 1 min -.028 2 0 1 I 0 1 0 1 4 max -.024 1 0 1 I 0 1 0 1 min -.031 2 0 1 I 0 1 0 1 5 max -.027 1 0 1 0 1 0 1 min -.035 2 0 1 0 1 0 1 m :249. 1 0 1 ':::::!:::::!!!!:!:0P 1 0 1 max 1 11 0 1 3 max .2 0 1 .:M!!!!!4!'::!::::!1::::4: 1 . 8 . :1 4 ;raaax X557 2 0 1 1 rnm 2 "1. 0 1 1 0 1 5 max .: AttlA 0 1 0 1 anin 't 24 i 1 0 1 0 - 1 0 1 M23 1 max .338 2 0 1 0 1 0 1 min .151 1 0 1 0 1 0 1 2 max .338 2 0 1 0 1 0 1 min .151 1 0 1 I 0 1 0 1 3 max .337 2 0 1 I 0 1 0 1 min .15 1 0 1 0 1 0 1 4 max .337 2 0 1 0 1 0 1 min .15 1 0 1 0 1 0 1 5 max .337 2 0 1 0 1 0 1 min .15 1 0 1 0 1 0 1 M24 1 max -:3 ! 1I i0 1 Latta X04 2. 0 l 0 1 1v1 1 2 :'tax -3 l 0 i 11 I 1 ]ttt =:044 2 :. :. 1 0 3 max f03 11 1? 1 KU max -:003 tiraita -,004 2 1 0 1 5 :Mat: M25 1 max -.119 1 0 1 0 1 0 1 min -.262 2 0 1 0 1 0 1 1 2 max -.119 1 0 1 0 1 0 1 min ' -.262 2: 0 1 0 1 0 1 3 max -.119 1 0 1 0 1 0 1 min -.262 2 0 1 0 1 0 1 4 max -.12 1 0 1 0 1 0 1 min -.263 2 0 1 0 1 0 1 5 max -.12 1 0 1 0 1 0 1 min -.263 2 0 1 0 1 0 1 M26 RISA -2D Version 5.5b [C:\Engineer\RISA\SWCOFC47.r2d] Page 17 Company : Lewis & Van Vieet , Inc. February 20, 2004 Designer : Gary J. Lewis 6:25 PM • Job Number : SW CHURCH OF CHRIST GLULAM TRUSS Checked By: Envelope Member Stresses. (continued) Member Label Section Axial Shear Bending top Bending bot (ksi) Lc (ksi Lc (ksi) Lc (ksi) Lc trtin -:752 2 fl = t7 1 fl 1 2 max mtn .: 753 2 p b 1 1 'i 3 max =.34 0 1. 0 1 0 1 mY tin -753 2 0 1 fl 1 fl 1 LEE max rrtm . 754 1 0 1 5 max M27 1 max -.119 1 0 1 0 1 0 1 min -.262 2 0 1 0 1 0 1 2 max -.119 1 0 1 0 1 0 1 1 min -.262 2 0 1 0 1 0 ! 1 3 max -.119 1 I 0 1 0 1 0 1 min -.262 2 I 0 1 0 1 0 1 4 max -.12 1 0 1 0 1 0 1 min -.263 • 2 0 1 0 1 0 1 5 max -.12 1 0 1 0 1 0 1 min -.263 2 0 1 0 1 0 1 M28 1 max min O4 2 a0 1 1 0 ;1 2c • 1 =0 1 Liam :�fiO4 '; 2 0 0 i 3 max r>am :004 2 fl 1 ;.0 1 =0 1 4 Max rrtin :004 0 1 i0 1 0 1 5 ma0c trtin -:005 2 0 1 0 1 rfl 1" M29 1 max .338 2 0 1 0 1 0 1 min .151 1 0 1 0 1 0 1 2 max .338 2 0 1 0 1 0 1 min .151 1 0 1 0 1 0 1 3 max .337 2 0 1 0 1 0 1 • min .15 1 0 1 0 1 0 1 4 max .337 2 0 1 0 1 0 1 min .15 1 0 1 0 1 0 1 5 max .337 2 0 1 0 1 0 1 min .15 1 0 1 0 1 0 1 M30 1 r ax .::558 2 0 1 0 1. 1 mm . :249 1 0 1 0 1 0 1 2 max :557 2 nm 249 1 3. Max y557 2 4 . max ;557 v 1 0 . min : 2i8 1 0 1 "0 1 0 1 5 'Mat' 1 1 M31 1 max -.014 1 0 1 0 1 0 1 min -.021 2 0 1 0 1 0 1 2 max -.017 1 0 1 0 1 0 1 min -.025 2 0 1 0 1 0 1 3 max -.02 1 0 1 0 1 0 1 min -.028 2 0 1 0 1 0 1 4 max -.024 1 0 1 0 1 0 1 min -.031 2 0 1 0 1 0 1 RISA -2D Version 5.5b [C: \Engineer \RISA \SWCOFC47.r2d] Page 18 Company : Lewis & Van Vleet , Inc. February 20, 2004 Designer : Gary J. Lewis 6:25 PM Job Number : SW CHURCH OF CHRIST GLULAM TRUSS Checked By: . Envelope Member Stresses, (continued) Member Label Section Axial Shear Bending top Bending bot (ksi) Lc (ksi) Lc (ksi) Lc (ksi) Lc 5 max -.027 1 0 1 0 1 0 1 min -.035 2 0 1 0 1 0 1 M32 1 max - 32 1 ' .0 2 1 0 11 ntin -.712 2. 0 1 0 1 0 1 2 max -.32 ]:4406: > 1 iniri -.7' 3 2 0 1 -.0106 1 "2 3 max -.32 1 0 ruin -.713 ':2 0 1 :009 1 4 max -,32 1 0 • -.713 2 0 1 .006 1 006 > 2 max -.32 • 1 ° 0 2 1 M33 1 max -.253 1 0 1 0 1 0 1 min -.562 2 0 2 0 1 0 1 2 max -.253 1 0 1 -.007 1 .007 2 min -.562 2 0 2 -.007 2 .007 1 3 max -.253 1 0 1 -.009 1 .009 2 min -.562 2 0 1 -.009 2 .009 1 4 max -.253 1 0 1 -.007 1 .007 2 min -.563 2 0 2 -.007 2 .007 1 5 max -.253. 1 0 1 0 1 0 1 min -.563 2 0 2 0 1 0 1 I M34 1. xnax .121 1 0 1. 0. 1 0 1 2 :max -121 1 0 1 -.007 1 .007 2 min 2 0 , X007 2 X007 . ' 1 3 max 121 1 0 1.. 01 1 01 2 yam -.269 2' 0 1 ' 01 2 01 1 4 .max • -.122. 1 0 1 .007 1 007 2 nin -.27 2 0 2 -.007 2 .007 1 5 max - .122 1 0 1 0. 1 F0 1 , ';;21; M35 1 max .133 2 0 2 0 1 0 1 min .06 1 0 1 0 1 0 1 2 max .133 2 0 2 -.008 2 .008 1 min .059 1 0 1 -.008 1 .008 2 3 max .132 2, 0 1 -.011 2 .011 1 min .059 1 1: 0 1 I -.011 1 1 .011 2 4 max .132 2 0 2 -.008 2 .008 1 min .059 1 0 1 -.008 1 .008 2 5 max .132 2 0 2 0 1 0 1 min .059 1 0 1 0 1 0 1 M36 max X387 2 0 1 .. 0 'I 0 1; ruin .374 1 0 2 iQ 1 1. '1140132111R ri:j213 2. . 1173 ,- : 21141 3 mm rnax 0 1. 4 .. 10l 1' ;1 M37 1 max .377 2 0 1 0 1 0 1 min .174 1 0 2 0 1 0 1 2 max .387 2 0 1 .009 1 -.009 2 min .174 1 0 2 .009 2 -.009 1 3, max .386 2 1 0 1 .013 1 -.013 2 RISA -2D Version 5.5b [C: \Engineer \RISA \SWCOFC47.r2d] Page 19 t Company : Lewis & Van Vleet , Inc. February 20, 2004 Designer : Gary J. Lewis 6:25 PM • Job Number : SW CHURCH OF CHRIST GLULAM TRUSS Checked By: Envelope Member Stresses, (continued) Member Label Section Axial Shear Bending top Bending bot (ksi) Lc (ksi) Lc (ksi) Lc (ksi) Lc min .173 1 0 1 .013 2 -.013 1 4 max .386 2 0 1 .009 1 -.009 2 min .173 1 0 2 .009 2 -.009 1 5 max .386 2 0 1 0 1 0 1 _ min .173 1 0 2 0 1 0 1 M38 1 max .133 2 0 2 0 1 0 1 min .06 1 0 1 0 1 0 1 2 max .132 2 0 2 .008 2 -.008 1 min .059 1 0 1 .008 1 -.008 2 3 max .132 2 0 1 .011 2 -.011 1 min .059 1 0 1 .011 1 -.011 2 4 max .132 2 0 2 .008 2 -.008 1 min .059 1 0 1 .008 1 -.008 2 5 max .132 2 0 2 0 1 0 1 min .059 1 0 1 0 1 0 1 M39 1 max -.121 1 0 2 0 1 0 1 min -.269 2 0 1 0 1 0 1 2 max -.121 1 0 2 .007 2 -.007 1 min -.269 2 0 1 .007 1 -.007 2 3 max -.121 1 0 1 .01 2 -.01 1 min -.269 2 0 1 .01 1 -.01 2 4 max -.121 1 0 2 .007 2 -.007 1 min -.269 2 0 1 .007 1 -.007 2 5 max -.122 1 0 2 0 1 0 1 min -.27 2 0 1 0 1 0 1 M40 1 max -.253 1 0 2 0 1 0 1 min -.562 2 0 1 0 1 0 1 2 max -.253 1 0 2 .007 2 -.007 1 min -.562 2 0 1 .007 1 -.007 2 3 max -.253 1 0 1 .009 2 -.009 1 min -.562 2 0 1 .009 1 -.009 2 4 max -.253 1 0 2 .007 2 -.007 1 min -.563 2 0 1 .007 1 -.007 2 5 max - .253 1 0 2 _0 - '1 0 1 min -.563 2 0 1 0 1 0 1 M41 1 max _ -.32 1 0 2 0 1 0 1 min -.712 2 0 1 0 1 0 1 2 max -.32 1 0 2 .006 2 -.006 1 min _ -.713 2 0 1 .006 1 -.006 2 3 max _ -.32 1 0 1 .009 2 -.009 1 min -.713 2 0 1 .009 1 -.009 2 4 max -.32 1 0 2 .006 2 -.006 1 min -.713 2 0 1 .006 1 -.006 2 5 max -.32 1 0 2 0 1 0 1 min -.713 2 0 1 0 1 0 1 RISA -2D Version 5.5b [C: \Engineer \RISA \SWCOFC47.r2d] Page 20 • Va.-44 Company : Lewis & Van Vleet , Inc. February 23, 2004 Designer : Gary J. Lewis 7:13 PM Job Number : SW CHURCH OF CHRIST GLULAM TRUSS Checked By: Member Section Forces, By Combination LC Member Label Section Axial Shear Moment (k) (k) (k -ft) 1 M1 1 .013 .032 0 2 :009 :021 -.031 3 .004 .01 -.05 4 0 -.001 -.055 5 -.005 -.012 -.047 1 M2 1 -9.528 :093 -.047 2 -9.532 .081 -.157 3 -9.537 .069 -252 4 -9.542 .058 -.332 5 -9.547 .046 -.398 1 M3 1 -16.8 .031 -.398 2 - 16:804 .019 - .429 3 - 16.808 .008 -.446 4 - 16.812 -.004 -.448 5 - 16.816 -.016 -.436 1 M4 1 - 19.597 .034 -.436 2 - 19.599 .022 -.469 3 - 19.601 .011 -:489 4 - 19.604 0 -.495 5 - 19.606 -:013 -.487 1 M5 1 -17.81 -.121 -.487 2 - 17:811 -.133 -.339 3 - 17.812 -.144 -.177 4 - 17.813 -:156 0 5 - 17.813 -.168 .189 1 M6 1 .013 -:032 0 2 .009 -.021 .031 3 .004 -.01 .05 4 0 .001 .055 5 -:005 .012 .047 1 M7 1 -9.528 -.093 .047 2 -9.532 :081 .157 3 -9.537 -.069 .252 4 -9:542 -:058 .332 5 -9.547 -.046 .398 1 M8 1 - 16:801 .031' .398 2 - 16.805 -.019 .429 3 - 16:808 -.008 :446 4 - 16.812 .004 .448 5 - 16.816 :016 :436 1 M9 1 - 19.596 -.034 .436 2 - 19.599 -:022 :469 3 - 19.601 -.011 .489 4 - 19.603 0 .495 5 - 19.606 .013 .487 1 M10 1 17.811 .121 :487 2 - 17.812 .133 .339 3 - 17:813 .144 .177 4 - 17.814 .156 0 5 _ - 17:814 .168 ..189 1 M11 1 9.808 .59 0 2 9.666 248 -501 3 9.523 -.094 -.593 4 9:381 -:437 -276 5 9.238 -.779 .451 M12 1 17:568 .779 .451 RISA -2D Version 5.5b [C: \Engineer \RISA \SWCOFC47.r2dj Page 1 , . Company : Lewis & Van Vieet , inc. February 23, 2004 Designer : Gary J. Lewis 7:13 PM Job Number : SW CHURCH OF CHRIST GLULAM TRUSS Checked By: Member Section Forces. By Combination. (continued) LC Member Label Section Axial Shear Moment (k) (k) (k-ft) 2 17.418 .417 -.305 3 ...; . ',17257. ::':::::::: . i':0356::: -. : ::: .:• 4 17.117 -.306 -.445 : '.5 .16A67=. - ....:'J:'..: 'r:. i-j.:!:.17V::::' 1 M13 1 ' 21.147 .723 .17 .12 :-I- - . .l.:-..-....':'.':.:36 . 2-.: ',:: '''ii ::.:15:11.6::::-'....::::: 3 : 20.844 0 -.744 '''':. :I:, ::... . -, ::.: -',...:',.:',:•:.,.:!!.. ::.::::..: :..::.:::. 4 : - !! -. :: 5 20.542 -.724 .171 1 ...: :• M14 : : :. :: 1 1 .• - . '1:9533 .: -;'. : - .':-...703 ,:.- -:, - : .. --;.,,.: 2 19.382 .341 -.489 '.'.3:: ., - - - .. ::. '..:: 4 19.082 -.382 -.438 :-:. ,• :. ,.. - . ' ' . : :• . : : 5 .. '::15.931 ......:. - :: .,3441.:.:1, ' ::.':::::': . H.-":.......273 .-- 1 M15 1 15.653 .777 .273 ,,,•:.:,...':'!...,,'-. -:.:- .. '..:::,::::::::::,..'''.:...::.•:- :-,:.: .... .--;:::::1'...:: ''': 2 ! 15'502 , ,'::,.1'- . ..L::::: . :.4:1&.:1.:..=::i'' , 1' 1 :,i,- , 1:,,i!..,;! . 41;81V:i.,:::::,'",:: , :i 3 15.352 .051 -.778 .:::::: .:.::'::',1'!.E ow,l'!: 5 15.051 -.669 0 1 .. , ':',.!::::.:;:".::.:::.:.': : :::M16 :•::: :-,...;' ::1: :.,:::: .... ': - -.- - .'!:::::,...459!.1::: . .:::::''',: , :i::.- .: 2 9.666 -.248 .501 3 . .:' : ,- :!...:''::::49:4:::...... 4 9.38 .437 .276 ;';''',.'...::!!,:,::.':;',..::!-:-...,:'. ''.:,:::,":::,;:!.'::;.•:'..::- l.i"':.;,::' •::: gl!':.4 1 M17 1 17.568 -.779 -.451 : : 2 : . 4117;:::., 3 17.267 -.056 .603 •" ,.: '- ',...'17A17. .-:. - - ':::: .. .306 . E.- .--.':'.:.'''. :' H:A45:::...... 5 16.967 .668 -.17 .... : :::: : : :::::H::::,:::M18::: ::... . : : 1 ' :'.;:::- ..::.',2tI46 .--;;:.324' H:i.::.H::- 2 20.995 -.362 .516 :,:',' -: ;....:.:. ..'---- ...:"•-,,,,:-.::., .,:-::::::::-:::':-.--:",...:..: , ... :- 3-, ..!:: , :::'::: . ::20544 - ':,: 4 20.693 : .362 .516 5: 1 M19 1 19.533 -.702 -.17 , 2 , .; ,,, f1:19...383:-:is:': - -'11' . : , :::;:1 - ' ,. .::::::::::::.43.4:: - -:41::::::::Vi::',.:::::iA8S' , .:::,: , E.::::,.:] . ii: 3 19.232 .022 .69 4....:.E:::- 5 18.932 .745 -.279 , 1"..'.1:::: - ...::,:', .,:::::::::' ::::':::.,i'•-115ti53.: 2 15.503 -.417 .477 3: r.::: ::: : :',::U.::: 4 15.202 .307 .616 5 : , '-:i15.052 . i... ......::::: ...:1668 1 M21 1 -.035 0 0 2 4 .:!: : 3 -.051 0 0 -':::i,•::t: . . -- .i , ...:-: - - . .-:.'../ . -'-' , 'g'-: , :' ,,, ::i.:i:i:::;I'..' - st . ':-:::::: gli05,a-.: 5 -.067 0 0 1 ,i,::- : 2 7.527 0 0 3:::::: :::,::::. , ,::::i!:,'!.:::::'':' , Ii'Vl.::;:.,,iN01114::::ailii:1:111:11011:',1:1:1IMilA 4 7.513 0 0 5; 1 M23 1 . 4.56 0 0 '.' 3 4.546 . 0 0 RISA-2D Version 5.5b [C:\Engineer\RISMSWCOFC47.r2di Page 2 Company : Lewis & Van Vleet , Inc. February 23, 2004 Designer : Gary J. Lewis 7:13 PM Job Number : SW CHURCH OF CHRIST GLULAM TRUSS Checked By: . Member Section Forces, By Combination, (continued) LC Member Label Section Axial Shear Moment (k) (k) Jk -ft) 4 4:68$ 0 • 5 4.532 0 0 1 `M24 08 ;.0 0 : 2 -.088 0 0 3, r . 0 4 -.103 0 0 5 111 0 0 • 1 M25 1 -3.591 0 0 2 • 3:01 0 0 3 -3.61 0 0 4 -3'32 • 0' 5 -3.629 0 0 W26: 1 10.269 0 0 2 - 10.282 0 0 3 =10:294 0 0 4 - 10.307 0 0 5 10319 0 . _0 1 M27 1 -3.59 0 0 - 3::599 0 0 • 3 -3.609 0 0 3619 0 0 5 - 3.628 0 0 M28 1 .081 0 0 2 - .088 0 0 3 096 0 0 4 -.104. 0 0 1 M29 1 4.56 0 0 2 X1:653 0 fl 3 4.546 0 0 4 .4.539 0 5 4.532 0 0 M30 1 7534 13 0 2 7.527 0 0 3 752 0 ? 0 4 7.513 0 0 1 M31 1 -.035 0 0 • 2 1143 0 0 3 - .051 0 0 4 C59 A ,0 5 - .067 0 0 "! M32 1 - 9 fi74 :036 0 2 - 9.678 - .008 .015 3 9:682 02 4 - 9.685 .008 .015 5 91689 X16 0 • 1 M33 1 -7.644 -.017 0 3 -7.651 0 .022 4 t 1009 t� . 5 - 7.657 .017 0 141<34 v 1 �63 2 -3.667 -.009 .017 4 -3.676 .009 .017 RISA -2D Version 5.5b [C: \Engineer \RISA \SWCOFC47.r2d] Page 3 1 Company : Lewis & Van Vleet , Inc. February 23, 2004 Designer : Gary J. Lewis 7:13 PM • Job Number : SW CHURCH OF CHRIST GLULAM TRUSS Checked By: . Member Section Forces. By Combination. (continued) LC Member Label Section Axial Shear Moment (k) (k) (k -ft) 1 I. M35 1 1.804 -.017 0 2 1.:798 '- ;009118 3 1.792 0 .024 4 1;:786 :009 •018 5 1.78 .017 0 1 - 036 1 5.259 4017 .0 2 5.25 -.009 .022 3 •5241 : 0 029 4 5.232 .009 .022 5 5..223 ':.017 0 1 M37 1 5.261 .017 0 2 5252 A09 X022 3 5.243 0 -.029 4 5234 '.009 .022 5 5.225 -.017 0 ..7 `.'M38 '! 1 1:802. :017 : 0 2 1.796 ..009 -.018 3' 1 ;`- 1 :124: 4 1.784 -.009 -.018 5 1:778 x. 0 1 M39 1 -3.663 .017 0 2 ' -3667 a€ 09 -01:7 3 -3.671 0 -.022 4. -3:675 x.009 -.017 • 5 -3.679 -.017 0 1 M40 •1 7;644 ::.01 0: 2 -7.647 .009 -.016 3 7; :651 0: -:022 4 -7.654 -.009 -.016 5 ' ; . , .:47.X58 ; :::' -:: ::. :: ;,;;;;;;H:4M17 01 1 M41 1 -9.674 .016 0 2 ;:678 .008 '-:075 ..' 3 -9.682 0 -.02 ;. 4 85 . 8 -r - 015 5 -9.689 -.016 0 . �2 M1 1 :021 1115 :...0 2 .016 .039 -.053 3 ;011 27 -.092 4 .007 .016 -.118 5 •:002 :005 ; X131 2 M2 1 - 21.229 .177 -.131 2 21::233 :166 'j348 , ,; 3 - 21.238 .154 -.55 4 - 21:243 - .142 -737 : 5 - 21.248 .13 -.909 2. ' M3 1 87;40'.1 34 9 2 - 37.405 .029 -.952 =_ ;3 : :• -37 9.: 11• : 4 - 37.412 .005 -.993 374151 . . 2 M4 1 - 43.599 .047 -.993 -43 X602 y1135 -11. 3 - 43.604 .024 -1.076 :012 5 . 0 -1.105 2 'M5 1 - 39:607 :"1:105 2 - 39.608 -.309 -.75 RISA -2D Version 5.5b [C: \Engineer \RISA \SWCOFC47.r2d] Page 4 -46 Company : Lewis & Van Vleet , Inc. February 23, 2004 Designer : Gary J. Lewis 7:13 PM • Job Number : SW CHURCH OF CHRIST GLULAM TRUSS Checked By: . Member Section Forces. By Combination. (continued) LC Member Label Section Axial Shear Moment (k) (k) (k -ft) 3 39609 - 321 4 - 39.609 -.333 0 5 x:#11 -,344 .596 2 M6 1 .021 -.05 0 2 :016 039 X53 3 .011 -.027 .092 4 s007 -:0"16 ,118 5 .002 - .005 .131 2 M7 1 -21:'229 -17'7 '131 2 - 21.233 -.166 .348 4 - 21.243 -.142 .737 5 2'1' 248 -:13 .91 2 M8 1 - 37.401 -.04 .91 2 37.405 x.029 :552 3 - 37.409 -.017 .98 -37:413 °993 5 - 37.417 .007 .993 2 M9 :4:4443598 -047 w993 2 - 43.601 - .035 1.041 3 . - 43 603 02x4. . 0 4 - 43.606 - .012 1. Ire 5 caa :1135 2 M10 1 -39.61 .298 I 2 .39:61 :`309 75 3 - 39.611 .321 .382 4 - 39:5'9:2 X333 0 5 - 39.613 .344 - .396 2 M11 1 21 3 1366: 0 2 21.532 .571 -1.158 3 21 X201 224 1.366 4 20.869 -1.019 -.623 5. 20x538 -1814 1.071 2 M12 1 39.129 1.806 1.071 2 38 78 66 X68 3 38.431 .126 - 1.369 4 384381 :7'114 -;997 5 37.732 - 1.554 .436 :2 M13 1 X47 071 168 :436 2 46.72 .84 - 1.157 3 x46::369 0. -1.688 4 46.018 - .84 - 1.157 5 45.667 X1.;68 X437 2 M14 1 43.463 1.631 .437 2 43:1114 X791 1 , 3 42.765 - .049 - 1.562 4 42:416 :`#389 X37. 5 Q 42..006 6 6 -1.729 .684 3 2 34.472 .975 -1.08 3 ;34x.123 "135 1.'81 4 33.774 -.705 -1.421 :S 2 M16 1 21.863 -1.366 0 2 2.'1!:532 -w571 1.458 3 21.2 .224 1.366 4 .20:369 �l1'9 13 . RISA -2D Version 5.5b [C: \Engineer \RISA \SWCOFC47.r2d] Page 5 1 Com?any : Lewis & Van Vleet , Inc. February 23, 2004 Designer : Gary J. Lewis 7:13 PM Job Number : SW CHURCH OF CHRIST GLULAM TRUSS Checked By: s Member Section Forces, By Combination, (continued) LC • Member Label Section Axial Shear Moment (k) (k) (k -ft) 5 20.538 1.814 -1.071 , 2 38.78 -.966 .68 i �i 4 38.081 .715 .997 a s '''' ' d� 4 _ f 4 _ 51 M 18 47 071 1.6 -.437 :- iiii.invenolloommilloma 4 3 46.369 0 1.689 N,,,,,„,„,,,,:4,,,,„,,,„,:„;.,mis,,„,,,,,.„,,,i,„,„,„.„:,,,„ 4 k 5 45.667 1 1 68 43 2 43.115 -.788 1.092 42.417 .892 .961 -.s` i is : 5 .,, - .& y .. -1.818 697 „ 2 M20 1 34.822 " ryr., SENINUNIMANOMMI r ::f „ 1 k �.,i. 0. 0"`C'y" 11 3 IaW 77,.41:10 3 34.124 - .138 1.775 5 33.426 1.542 0 El Ti1 15;.' {a ._ s -� :: "' :. s : ' y _ '�"' i�' , F.s £ .tk.L: lx.,�!'iy,.. . •1 x_ Y • rt ._.. V..,..i, r hS. : :, ��' 7.....,.. ;"1 .a... (__r;� ... 2 062 0 � 4 -.078 0 :uial :^ui _..........k. ..r..::' .r.. dN m t... 5i... .i.. i. ..LI`i. _n Sgat Bn 2 M22 1 16.866 0 0 3 16.852 0 0 5 16.838 • 0 0 2 • 10.216 0 0 u :: . .::..:. N__i4E'..1 ._. ',..._NN'... ...,: . .r ".. .:t. iI. .. 31K a... ni 1118 0 11111 7. k.xruwi.. :_t9 1 ; . ix 4 10.202 0 0 2 M24 1 -.109 0 0 .:.!'. ... .... :. .. ....!.:. i ypa�: ` q� -,�w 4;...:: y is 1 -.125 0 0 2 25 5 - .14 0 0 �.: 2 ,.x .::xr �' :� b 1 ... IY11( . ... .. ..: ... ...... I , a ti i :5' tt i 4 M 'F 11.: 2 -7.926 0 0 :.: 4 -7.945 0 0 .x . >7 L ....:.: .. S;.i..,...:w _.. .al..: 1r ?u`x rya ici' „ : u lf x�mi. 'MI . Ej,d - . 2 M26 1 -22.759 0 0 3 -22.784 0 0 { � x L{ r 1Ei... . �'r�. �-2 _t ....<��- _�xT'e v„ ut _ ",r_+i'!I{.:: : a ': ar.,._I' 5 - 22.809 0 0 1. , t , i h6 7 l u L 7 ' .i, . `? �. ,. '� ass- dr 1 i , .:. .i: .�.I �y� , ., ��! :._ . .>_. .' ... a.. , i 4 '�' '. � 1 i ' -1- ( -if, - 1' � _ -7.924 � >! � . >, � � .._ �. �><. , .�; : a: 2 0 0 F1ua �- 1�k,,,�" �' t it •, .i, - : -. a' , < a �, ; L l is L . d ' �.. i. p ... _ .. _.. ._rte r , -,,.. .. . .. a..r .. "' "�...,. dv 4 -7.943 0 0 ;1 dreei .Tii 1c.i a . a L r..a';' . . ._ 7R `• 1. °u ;T'*z.� ;.A�•.�y t''k 1_:. . ::::. �,: _._:,r,x, s . .., . ,.rl,. . 11. t a,..♦+ a `.. ... � � i :- r. � L � $ "i . 2 M28 1 -.11 0 0 ill ! RISA-2D Version 5.5b [C: \Engineer \RISA \SWCOFC47.r2d] Page 6 '2 -So Company : Lewis & Van Vleet , Inc. February 23, 2004 Designer : Gary J. Lewis 7:13 PM - Job Number : SW CHURCH OF CHRIST GLULAM TRUSS Checked By: Member Section Forces, By Combination, (continued) LC Member Label Section Axial Shear Moment k k k-ft 3 �,,qp�. 1250 5 -.141 0 0 2 10.216 0 0 2 ,:l.. 4 10.202 0 ' 2 M30 • 1 16.866 0 0 2 1 I@ ... 3 16.852 0 5 16.838 0 0 2 . 31 1 . -054 :, . ': 2 -.062 0 0 -' " �:. d4 i g . ., : ...:.I. _. -.. 4- -, L:R Tx_.: I£l ::.:. d 1R 5 :b 'i 2 4 _ 4 -.078 2 M32 1 -21.552 -.016 0 ,x,. WW3 21 559 ... � �; 0 t... r F 5 21567 .016 2 -17.012 009 } � 4 -17.018 .009 .016 2 M34 1 -�8 -.017 0 3 -8.149 0 .022 • 5 -8.157 .017 0 y L talited 2 4.009 -.009 .018 .:::�C ,:.., I . 3r 04A , Via. >< r ' id i „in ^ '" :',1.1..= , 7`r. : T. , t i • 4 3.997 009 18 ' ..�_.l. _�, ..__� _ .� ...x....:.. ,t *. :.:_ : ... -: t' :_�..+ h :.a �.�. • '. r. .._ ,. K x , r� i s LY. ' ' , 2 M36 1 11.702 -.017 0 4o'' • L. ..: .. ...,a 1. p ,i , ?,f r ry -, .. :(, - ,-. q",7,:. -' -- ,, 4 , t r` 3 11.684 0 .029 , .::: .. v 11 1.1 v. �� ,e... ' :;r .. .. . ..::. :'�£ :: �1, 111. _ : �_ _d.. .,F' .. 4,1 2 " f .. t • , 5 11�. .017 111111111101.1. 2 11.696 .009 • -.022 1111. >i =. ,: �.: '.. i 1111.: ,. 111 R� 0 ,e i k,� tk 4 11.678 -.009 -.022 , w,a? ,Aingi. .__ k11.:11.., .4_“ - -ME r . 2' 40 M38 1 12 V „f a µ 4 t x a hK 0 , O . • 3 4 0 024 i°R _ " , g +z 9t', A i - + a''i ida �" rir 4 ��a"t"� -i $ ...,� �„ P t � ' a ,. :- c A.L. 00 E'" ... i! ' s e k f ... . '-r,; .. i aF � ,�. � .;� .a:�:,x« i e'- r : ,«,.�.,�ak.i�'ot�e,,...:. _,?.. � - s x 5 3.988 -.017 :/:--; "1111.. -_tt1. .,.;',...L 0 2 _ . ._.w, ,J • t r .:.a N ,,;C 4 1 ` 2 -8.144 . -.017 . A�'' :ik i.: L41.wSr Z 'S�:L 1 - $0011:::-.;.......!•'--' Y 1 N t.-. ^..: '"' 'Y5 _ .n.. 111. kiPF RISA -2D Version 5.5b [C: \Engineer \RISA \SWCOFC47.r2d] Page 7 -S1 Company : Lrswis & Van Vleet , Inc. February 23, 2004 Designer : Gary J. Lewis 7:13 PM - Job Number : SW CHURCH OF CHRIST GLULAM TRUSS Checked By: Member Section Forces. By Combination. (continued) LC Member Label Section Axial Shear Moment (k) (k) (k -ft) 4 -8.152 -.009 -.017 5 8,156 - .017 0 2 M40 1 - 17.008 .017 0 2 - 17.012 .009 .016 3 - 17.015 0 -.022 4 - 17.019 -.009 -.016 5 - 17.022 -.017 0 2 M41 " 1 - 21.552 .016 0 2 - 21.556 .008 -.015 3 - 21.559 0 -.02 4 - 21.563 -.008 -.015 5 -21.567 -.016 0 RISA -2D Version 5.5b [C: \Engineer \RISA \SWCOFC47.r2d] Page 8 • P---S 4 OW Y • X '4 41 I Ni* 'No Solution: Envelope Lewis & Van Vleet , Inc. SW CHURCH OF CHRIST GLULAM TRUSS February 20, 2004 Gary J. Lewis 6:30 PM SWCOFC47.r2d .'Y . XZ • lk 5■ 4 '4 1■' ' 3 22 2 '\ 1 11 Solution: Envelope Lewis & Van Vleet , Inc. SW CHURCH OF CHRIST GLULAM TRUSS February 20, 2004 Gary J. Lewis 6:26 PM SWCOFC47.r2d Y X \\O "‘ M2o Mo t., '016 `' ' K '�`'S 01 -4 0- K 78 0 41 :. • 3g M4 M5 0 . M10 •. M9 m r`' M3 9 %� • 4 7 1 1� .. 5 1 '- N M 4 i ; M8 cc Mq° ''` ' 76 A.: - 3 ; • 4i o Mts 2 M 2 .M6 c 1 1 ' Solution: Envelope Lewis & Van Vleet , Inc. SW CHURCH OF CHRIST GLULAM TRUSS February 20, 2004 Gary J. Lewis 6:28 PM SWCOFC47.r2d 1 Y iz_Lx -.71k/ft -.71k/ft " ► -.71k/ft I04. , pti -.71k/ft , , all 0 I _ ■`� a ` 3 4 M 5 c',,. M 10 0, r N w M3 9 ' \� -• u M 4 y► N. M9 _ 4 M8 Mbeo I / / ) , ,,v 4 k / 3 ; • c 061 , Z 4 ►t K 2 ; I 4 1 1. Loads: LC 2, DEAD + SNOW Solution: Envelope Lewis & Van Vleet , Inc. SW CHURCH OF CHRIST GLULAM TRUSS February 20, 2004 _ Gary J. Lewis 6:29 PM SWCOFC47.r2d • NDS SECTION 3.7 -- COMPRESSION MEMBERS Job: Southwest Church of Christ Auditorium Member: Top chord 5.06' long F'c = 1.9 ksi Grading (V /M) = M Sawn /Glulam (S /G) = G ff. Unbraced length 1 (Lel) = 61 inches ff. Unbraced length 2 (Le2) = 24 inches dl = 7.5 inches d2 = 5.125 inches E = 1700 ksi Let /d1 = 8.13 Le2 /d2 = 4.68 Le /d = 8.13 (Controls) Kce = 0.418 c = 0.9 Fce = Kce *E /(Le /d) ^2 = 10.74 ksi Cp = (1 +(Fce /Fc)) /2c - SgRt {[(1 +Fce /Fc) /2c]^2 - [(Fce /Fc) /c]} = 0.98 Pmax = 71.53 kips NDS SECTION 3.7 -- COMPRESSION MEMBERS Job: Southwest Church of Christ Auditorium Member: Diagonal web 6.77' long F'c = 1.9 ksi Grading (V /M) = M ice, Sawn /Glulam (S /G) = G Ff. nbraced length 1 (Lel) = 81 inches Ff. nbraced length 2 (Le2) = 81 inches 1 dl = 6 inches d2 = 5.125 inches E = 1700 ksi Let /d1 = 13.50 Le2 /d2 = 15.80 Le /d = 15.80 (Controls) Kce = 0.418 c = 0.9 Fce = Kce *E /(Le /d) ^2 = 2.84 ksi Cp = (1 +(Fce /Fc)) /2c - SgRt {[(1 +Fce /Fc) /2c]^2 - [(Fce /Fc) /c]} = 0.88 Pmax = 51.20 kips NDS SECTION 3.7 -- COMPRESSION MEMBERS Job: Southwest Church of Christ Auditorium Member: Diagonal web 5.70' long F'c = 1.9 ksi Grading (V /M) = M Sawn /Glulam (S /G) = G ff. Unbraced length 1 (Lel) = 69 inches ff. Unbraced length 2 (Le2) = 69 inches dl = 6 inches d2 = 5.125 inches E = 1700 ksi Lel/d1 = 11.50 Le2 /d2 = 13.46 Le /d = 13.46 (Controls) Kce = 0.418 c = 0.9 Fce = Kce *E /(Le /d) ^2 = 3.92 ksi Cp = (1 +(Fce /Fc)) /2c - SgRt {[(1 +Fce /Fc) /2c]^2 - [(Fce /Fc) /c]} = 0.92 Pmax = 54.04 kips NDS SECTION 3.7 -- COMPRESSION MEMBERS Job: Southwest Church of Christ Auditorium Member: Diagonal web 5.18' long F'c = 1.9 ksi Grading (V /M) = M Sawn /Glulam (S /G) = G ff. Unbraced length 1 (Lel) = 62 inches ff. Unbraced length 2 (Le2) = 62 inches dl = 6 inches d2 = 5.125 inches E = 1700 ksi Let /d1 = 10.33 Le2 /d2 = 12.10 Le /d = 12.10 (Controls) Kce = 0.418 c = 0.9 Fce = Kce *E /(Le /d) ^2 = 4.86 ksi Cp = (1 +(Fce /Fc)) /2c - SgRt {[(1 +Fce /Fc) /2c]^2 - [(Fce /Fc) /c]} = 0.94 Pmax = 55.19 kips g_ — coo NDS SECTION 3.7 -- COMPRESSION MEMBERS Job: Southwest Church of Christ Auditorium Member: Diagonal web 5.03' long F'c = 1.9 ksi Grading (V /M) = M Sawn /Glulam (S /G) = G ff. Unbraced length 1 (Lel) = 60 inches ff. Unbraced length 2 (Le2) = 60 inches dl = 6 inches d2 = 5.125 inches E = 1700 ksi Let /d1 = 10.00 Le2 /d2 = 11.71 Le /d = 11.71 (Controls) Kce = 0.418 c= 0.9 Fce = Kce *E /(Le /d)A2 = 5.18 ksi Cp = (1 +(Fce /Fc)) /2c - SgRt {[(1 +Fce /Fc) /2c]^2 - [(Fce /Fc) /c]} = 0.95 Pmax = 55.47 kips � —co( NDS SECTION 3.7 -- COMPRESSION MEMBERS Job: Southwest Church of Christ Auditorium Member: Vertical web 6.85' long F'c = 1.9 ksi Grading (V /M) = M Sawn /Glulam (S /G) = G ff. Unbraced length 1 (Lel) = 82 inches ff. Unbraced length 2 (Le2) = 82 inches dl = 6 inches d2 = 5.125 inches E = 1700 ksi Let /d1 = 13.67 Le2 /d2 = 16.00 Le /d = 16.00 (Controls) Kce = 0.418 c = 0.9 Fce = Kce *E /(Le /d) ^2 = 2.78 ksi Cp = (1 +(Fce /Fc)) /2c - SgRt {[(1 +Fce /Fc) /2c] ^2 - [(Fce /Fc) /c]} = 0.87 Pmax = 50.90 kips iL —ca NDS SECTION 3.7 -- COMPRESSION MEMBERS Job: Southwest Church of Christ Auditorium Member: Vertical web 5.21' long F'c = 1.9 ksi Grading (V /M) = M Sawn /Glulam (S /G) = G ff. Unbraced length 1 (Lel) = 63 inches Ff. Unbraced length 2 (Le2) = 63 inches dl = 6 inches d2 = 5.125 inches E = 1700 ksi Let /d1 = 10.50 Le2 /d2 = 12.29 Le /d = 12.29 (Controls) Kce = 0.418 c = 0.9 Fce = Kce *E /(Le /d) ^2 = 4.70 ksi Cp = (1 +(Fce /Fc)) /2c - SgRt {[(1 +Fce /Fc) /2c]^2 - [(Fce /Fc) /c]} = 0.94 Pmax = 55.04 kips NDS SECTION 3.7 -- COMPRESSION MEMBERS Job: Southwest Church of Christ Auditorium Member: Vertical web 4.19' long F'c = 1.9 ksi Grading (V /M) = M Sawn /Glulam (S /G) = G Ff. Unbraced length 1 (Lel) = 50 inches Jnbraced length 2 (Le2) = 50 inches dl = 6 inches d2 = 5.125 inches E = 1700 ksi Let /d1 = 8.33 Le2 /d2 = 9.76 Le /d = 9.76 (Controls) Kce = 0.418 c = 0.9 Fce = Kce *E /(Le /d) ^2 = 7.47 ksi Cp = (1 +(Fce /Fc)) /2c - SgRt {[(1 +Fce /Fc) /2c]^2 - [(Fce /Fc) /c]} = 0.97 Pmax = 56.57 kips NDS SECTION 3.7 -- COMPRESSION MEMBERS Job: Southwest Church of Christ Auditorium Member: Vertical web 3.83' long F'c = 1.9 ksi Grading (V /M) = M Sawn /Glulam (S /G) = G ff. Unbraced length 1 (Lel) = 46 inches ff. Unbraced length 2 (Le2) = 46 inches dl = 6 inches d2 = 5.125 inches E = 1700 ksi Let /d1 = 7.67 Le2 /d2 = 8.98 Le /d = 8.98 (Controls) Kce = 0.418 c = 0.9 Fce = Kce *E /(Le /d) ^2 = 8.82 ksi Cp = (1 +(Fce /Fc)) /2c - SgRt {[(1 +Fce /Fc) /2c]^2 - [(Fce /Fc) /c]} = 0.97 Pmax = 56.91 kips LEWI'S & consulting engineers Job Sl%1 u�� ,f.t� A-t 18660 s.w boones ferry road Client sV - C a} C. tualatin. oregon 97062 JOb No. By Ise V (503] 885.8605 phone (503) 885.1206 fax VAN VLEET Date 2 —I b 4 Sheet No. 1 -(o Incorporated G I z A ==r3M S I N e 4 0‹. I CAM P ��- �5 s-z-+ k I �- t� t ►—iv ACT ToP � - r 'q - memr erz_ M6 M L-C- 2.. A) C = 43.co1" Yom= 1,111k. C L- 5/6 AbC t S -- b- 2.4 -'c-1. i t! I I = 2 V Le—S 11 .5 Cat?. j y C� ► 1.SI,f I, I "6 s 48.0 • 4-3 . Co 1 2 o. 2L3 ks = + o .1 (_ © 4-g ,Sk 27 lI- (1.1s/11.'31)1 l G[- S 14-1 i.' t F £ k 7 'LEWIS & consulting engineers ,lob S -1 G azc.4) pi uei,-c� AMC, 18550 s.w. boones ferry road Client SIN) 'L of C. tualatin. Oregon 97052 L (503] 885.8605 phone (5031 685.1206 fax Job No. By C� L VAN VLEET Date 2 — p 4- Sheet No. 1 co Incorporated a ds+ A'W,74^_-' ^' *. veir lOt;, aT , L , T.1= Mr.I' Z4VVI:Mrt, V ':.s.£'- - E4da∎iNEs: AZIPMCJI -" ^Fz'g `AT...Mc.'"/H.JPin T: Nwlb s6�sY xo6fS :V . 7_, 0 `"'r G/;f%h c T 1 ES 11J sl 42::' Co L- L1 1..i3-/'✓l 7121.tSS M &M 3"4_S i s 4)‹ k h'(.. 1..-c:. t < (PAa The .Ei- To 4.1 ) o\ r 1�r w-- L-m - — USE.-- 11 cP l' D $o Lvt'S AA)/ %4(' 1. 4 sic. S 10E C- v , = l "70 0 0 o A S,t2S (lo). 3o,_1 S W �L I i:• Avg - 5.125 C1.S = 3 6 ,4 4 C.(di yzi Ee P 0 00, 0OO = 0,2SC4)= 1.o were: = 0, 2S (Ss") = l -s--1 S c.. (c-L r t : i. it t 1- X1 11..► , ?'. l.-, Spk cif- - 4-1) = 4.1( _ t \4/= 6e,o, 000.)& -s) = 1 0,12)00 i . D oLA L..E Sldr`� -� 21 = 5.52 (I ,Is), L - :.7 r + I. U.I U =1 �' � 2C Lrn2w C C4 1 .1oo,000( ?0,1S) 2A, 000, 000( 1,o) • - 14 0 ,cO Z°( k E = 1 ,02°l 29,000.00o C 1- 0) fY\ = U - U -1 Rek-' 1,ioo,o(00(0,,�5) = 1 ,c..)2,1 —Al tro21 O.SSS l - 0, 87 ii 1 t 1 �k_�d r2 - U = 1 + 2 ' 10 . 000 , i� � 1,'7 0 0 , 000 (3644 36 4 al 0 o, 000 (t ...1-7s) _ i = 1 -t- O, t'022 1 — 2_9100 rn = '1.022 - 1.02 -'t fie- = I 1100,000 C3s.a.q -) t = 0, 812 = O.1o10 1 m(1 -m2n) + >z E c9 . (" 1Z �� .• R�mr)(1+1 11-m L 1—ri) L W Ef - 1 B : C9 = b. . 2 CAPA rr`f = ' C(0.s (0, t. 1 5 ot... -rsj: C9= o. cpeph cT if - 5 Cu, ,5s ")C0.g4 e') =116, 4 4 `k 2 r C9: 0, C/arl0-LIry =2-Co.154)(0.c1°12.) 2_,took-1 LEWI & consulting engineers Job •1 C- 1TC -W 5 c[ � ; A 18660 s.w. boones ferry road Client Sk C c� C tualatin. oregon 97052 Job No. By Csui L (503) 885.8605 phone [503] 885.1206 fax VAN VLEET Date Z nq-" Sheet No. 1 Incarparat•d .... ` �WdR' 3i' a1 vS.. t ' =?, e@ 4Ei£' s.` K '4f^i.MV"..'SF:: .. 4` sf`r rxE'ili..x.".'s."'^°A.° °". —'•^`° :..> ....r._..,._ r_. + --• G k.3t - �} 80LZ-s C-5= n .1 S2 aerku"7- 4-CC1,3 s 8OLTsj : _ 0,°r Ck Pkt1?'`(= C( o•°l & 12 La s , Cg o,°1c1S Cr zs1" r (-nt 2 Cto.3sy) =I k C5= 0. 67 13 6.2n,eZl -r7 = cZ '‘) -676 E M l 3 e A- X- 14 LC) / -f IJ UMyr T— M22 1L0,63 �` 3 M 23 1 0 , M o. I I I ` 2 C m 25 '7.°1 Lo k • M 22, 4 M k " 1\ D .I 4-` 2. M2°I 10,22 2 M o M 32 21, S'► 4 r`�133 1 3 msti- 8.1(9 M 35 4-,o2 2 Ivt 37 I I,'1o 1` 2 3g 4, r� ► t` 2 Mar"( tv 2- ( M 40 M+1 2I s�� 4 k F k F ! F 1 f 4 i , ,. ,...._,- ,g _ �._. .d"R' =x 1433ATSu .i> < .. ,� r. , u.,, .. "'P_°SfF.^ .`E�•a�t��i •G'C^' �'^- -- L E Wi 5 & consulting engineers Job L-. C44 -er) G14 C4/1.4,S.7 ketif1; , b i6k Client Ai.-.J C. of C.- 1E1560 s vv boones ferry road tualatin. oregon 97062 Job No. By a...11. . (503] 885.8605 phone [503] 885 .1205 fax VAN VLEET Date 2 — Sheet No. 12--(,‘ Incorporated p Arzars., . 17,,, ..,..,,, +•,,,' =,-.-..;,,firre._^,..-,245.7,7r-.^1.7.1-.,,.. ■721C-.1,M=33062:0641ViaMMINIZENSIONannormamt43/411araliEM.MMEMilitradd• itnfaace.,:-/U.U1nr,,74,1,7, , • ■ 1:3aL---rc A C4-012-PS ■-) O 11.-Y-r 11---1C.MSIAGt-rrolvt. ,Q.C.12,-L. LOA - 1J MU kzi.P i001... .t le. , lc- t•i 1 2_ 2-1..e,co 4 N13 le.,Solk- 4 1.1 14- N 15 -2.-2_t L Z ''', 4 St.i.51176 Co t2-10 F- 1,746 kl 16 . t•I 2-c■ a l ..' ael-' t4-2:1 I ep ,saik- 4 ki -2.1. 2_1 ,8>Lek 4. , ,-, 41 (2) islz 24. 2.+ 4- Co, tek 2 / NI 1 '2- tie Co , i S 2- 3 1 NiT ok-- 2- ,, i. t 1 , , E ..-------- 2 - - .- , .- ----, ---,---,--- - r - - - - 7 ,, - r" , , xr7.7.- ,.....,..-... " 17,,,ws,7,17,. m sdn g rza mmesamrepsirsolasuromarar..,..wmr.mummo , 3,.....r:armciatirmwersz,11,,, . .e. - Y X M 2 2 6 Z 1111-116- 2 y 2 "All 2 2 2 9- 4 3 2; 1 2 cY 4 ■ 1 2 2 11 Na co , 'F' 0 L- " Act C.....).-1 ti cs-e r ,ov,.) S Solution: Envelope Lewis & Van Vleet , Inc._ SW CHURCH OF CHRIST GLULAM TRUSS February 20, 2004 Gary J. Lewis 6:25 PM SWCOFC47.r2d 'LEWIS & consulting engineers Jobs J CkJr �f Gil = =° a�uv+ ` ,, . 1E1560 s.w. boones ferry road Client Sin., C a5_ C tualatin. Oregon 97 062 Job No. By ,i L • (503) B85 8505 phone [5 03] 885.1206 fax VAN VLEET Date — S - p� Sheet No. C -1 Incorporated Go c u i.N,v.1 f ^ ' k-I rJ Cam- -Nl c 17,„ - co . z k ,.. " � i J � ( C.,40 , -.1 -- r1,.--,J V4 --CAD, J GC- i-f •a,/ L ?-12 t r.it.) 50,01c1 I � r wL-�"r t ( 01,1t5,-- e.�)c>6. , eN' lc�C) ._ f"ra1 4 1 " k ' -( -- i - ( - TS 3 65 — Q u = l9 ' = Z2..& 1 S.-- 13,c; `Itr, I9.c. It r = 2,2 2,caP �_ -co5 Id / = I,o(22s)/ - L - S 3s 5 E9 1c _X3 - = 9 .SS_Sre$1 h C.,M = D. 5S 2a, te7 2s ( t( t26 - ) 2 _t Cm ;1 Fa. 0- --.2-)F —0.31 , 0.8S(0 -o' i4 _ ( — )( ?o, 0- o +, .o_S t.. L. , l::cc- c-:r., -rc < i y USG 1 - Tx - I s- ve,1 r2 e., t. _ _ 5:3 0.0 5 (10.4 0 -r (I 1- �i — I7.2 ( t ' .. 5.32\(0 re Y 20.1-1 > 0,31 - 0,3e) 0 - - 7 o e-- I .c.:. /to; C "LEW15 & consulting engineers Job t- ur_c*r mF Udh2tc,r" A c'r Legittp-- 18660 s.w. boones ferry road Client S W C. o C. tualatin. oregon 97062 [503) 885.8605 phone [503) 885.1206 fax Job No By G,..1 L VAN VLEET Date 3 UD- Sheet No. C-- 2 I n c o r p o r a t e d 'f= = -Co use 4' �c �, �--�, ;r — 4 — l0°� C-t 1 L- -rs ' 4- - 1 /¢ — A„- 3, SI = l - ocioci) As, = 72 rr te. = (q 4- Ta - I q,Co F n — ( 2 ° ) 00 c 2 ? 72j 1b= .7 /g ;n = 1,41, 06 1Z- t. O ,( ( o C +to- = 3o,3(a k-s`I F C _TJ F6 5.4-to t- 0,5S(m.a8 _ d2� +O (ff = VI A- CI - �3o,3U� usE Lr? xs I/47 ICS - P= le;--,S use e=4-!' M= 1 ,3'`(4)- 11 r - t, I !` w\‘ ,--). tc h / r= I- o(toq ")/1 -icl" = q 2 = I SA+�= -— - 3 -qe, t.-s P. 12Tr tCs%oo�� = j7.(o4 ksi 23[9 nk T la 57.2 k7¢ 52 ?n 12 -CoS icAr rig = 30,3[o 0A5S 1 ,cos = O4-S .- O, = O _'1 1 4 - (, o ✓0 1 5,9 - 17.m LEWIS & consulting engineers Job W CA41.14 4+6 a} Ctitt " A-4pr' , 18660 s.w. booties ferry road Client 5W a o C tualatln. oregon 97052 (503) 885.8605 phone (503) BB5.12 06 fax Job No. By W L- VAN VLEET Date 3 —" 04 Sheet No. C.. -3 Incorporated pKFraalt.W RIa7u4.cara tr_... , -:. .. :• - 7 , - , . e. _ .::: °:3<i iRiwY`: _ .;.3;A.s 3nTa's aT L'Ks' ffie ? &s F I C•e ti,...J. /VW S. Cam► -lv Arr C .3 A. 4- — P= 12,S .9_1.4- 2-4- = 1_6e, vt5s e = C4.:' - r y2_ -r s S )4.5 x 1 /¢ - A, = ¢.5.1 1,. I. /r= 1, 0 ( 7 1 Pa. = ISO ' - c4 4 F E 2 .S k - 2..-.1 I. Ic. i [ ., y- n, 6 s r 1 2- 11 _ (, c et -Imo' 23(15 0)2 1 h 7S�` _ it c, ; 1. 1 `l0 = cP, (, G (41a E4.5.4) =3 0 ,3(o ks t - 1'7- C F —. � b to.to4- (1 — 2-:.:12---)(S01340 , 4 Irrji) t = 0,4-1+ p,55-a_ ' _ 0 .q4' 4-1.0 ✓ 0K. 1 t UST TS S x_ S ,� Ej9. 1. • • 1, r p , 1 ' t' I. i I 1 • LEWIS & consulting engineers Job P. Gk li'.C.ir- ,) C...k1- '4.IcT MA r. . il 18660 s.w. boones ferry road Client ✓- ,, ..-1 G „ j C tualatin. oregon 97062 (503) (385.8605 phone [503) 885.1206 fax Job No. By Coo.) .. VAN VLEET Date 3 - Sheet No. L-1 Incorporated I.La-r Ed ZA.L. - I f -- 144.51 I -- t ________ C_ ) SidSA't:.- WA. l.L c4-ptzo,M F illiMliPlpr 7 C. S)dY� ,41,17io''[.1 ) so `e CN O Ci4f -y. lc, r 1 1,) e - No' , Wk1.t.E It L.0": TO ' 38 7� GNA1dCo L- icc�p1-�` $2...'3 C 2.I D l.�/ J E 125 S1dC tOk Lt I Cam} Std S13 .WAUt. i MI -r 4 L I Ur ; 0 3 a ^I C n4 II I S }{Gt -rc : v k u., 0 ;3a 1 i . NI ' 3 5,5' II,5' O I -7 l - i I i 1 ca r (l 1 f ' i I I 0I - , _i 3 - lo L_Ow 1 i X re-0ota 1 '' t,ow 1 • (200 l'I' I 1 I 1G).5 ` 14.S' - ' I tv 1 10•B' -7O ` l0 33' - fl -6\ -id _______ E7 E F LEW 1'5 & consul"ing engineers Job SW G1W of cr_ir,s - rr/M fTiMI 18660 s.w. boones ferry road Client S►^G G 4- C tualatin. oregon 97062 Job No. By (503) 885.6605 phone (503) 885.1206 fax VAN VLEET Date Sheet No. L-'2... Incorporated ' -. °. r..c .a�sv ,�neZA� SZIECA .... t wit ;:.na.•ar^.tasrcae • s.•r�ISSM. M NSOMX. rxcsa¢r.P,i5.., srs u3_X. '^. •:� - ,:2A :. se=c .a=^, „.:....-:.. k �. 1 � � V I I.% 82 A 2o.5 ' 9 32.33` 3` j t T ztt✓. 1 is ..st C•IZ1D 2 T12v.e., _ �� C.IztL?_Z.- rya'G, ED c3 'x121 i I til t1; —t '"--7-1%, ,7 ` Ito t r t 3 ,0 \, (4, c=:.VTt -1 E Le....I&m ,u I • 1 102- j i -H p; 40- II- !' S I I� I? .9 \- I I(o.V \I q 5 13 ? 1 t ICJ e-S E\-e /Art oN 1, f t I [ . , r I LEWI'S & XI consulting engineers Job 5 N C o C_ ,& r_ral n . 18660 s.w. b0131125 ferry road Client S� G �} C. tualatin. oregon 97062 [503] 885.8605 phone [503] 665.1206 fax Job No. By ass:.) L VAN VLEET Date -' o4- Sheet No. L- 3 I n c o r p o r a t e d It35I.@.. :¢T 3•F - .i£.:970:YN 4.1a <41,3FAbWLSC _ V_SZWARSISVAY ,WASES.:f _°34P91 "_ifii fir'.: Pfa•r "'S$�°42Nr�"^�,iTi�' TYr"Ffu IIEN:: :s`ti: 1 t Cam 8 sN ra. -- 9 1140 32 ;3 = ,s I I•.I 1 N 12 P. 0.01 s 4 ) C - J +Ci + 10 5 ,}0 )] t. S t�(SIA(G VS= o,i11[Co.c 15)( � 2 )( I440.51) i ...7_ 7 , 1 ' 0 t 6 le-s-f ( T ) ( ■ o 22) j t> 1•1/41k LA.- LE-1Jc- 1- = 2 . . s ' + - 5 0 1 . 1 - 1 i = $ ' r. • -1 - 7, 13 O.osz ( 1 5 / 3 2 2 ' , Pl - ` 1 wool) SId-eke 1 cuf KsC- , 13L.oc � , w/ I. A ,Ar al 0, 0C,z,e5 & 12,0 0.0 F-1---L.-u, __ i <, 25 & 1,"L O ff/ -r tz-r•f t tiL - M : o. DE-.(250( °) ,5' = 19,7 1k- Mn. -- [o,D15C I o - /2 1 �, 1 :.---- 1H O I S 12'�C. .1 t , G rz.tn 7 St4..-S;:r:r- Wimr.;r P_ o.o1z[C 5 )-1( 1 ' — Z ?4 --i .„(0. on I - 0,0132)( ')( ') • - 1e..55 k W t t-t1::> co N 0 1 .-S Gal smIc V S . 111[0.o16( 2o_s �Clo2' +o,ota l = o I 1 2. � g z� L .' tom I +l 'r 0, oto( Z')(z)( 132'-) + o - 1 i = 13 1 ` ,1 WALL... 1 + CG7I4 = '2-0 ' + 3 ' + S.S'; 11.5' = qo 1' 15 PL-1 GizYsirrid Nv coC- . thi/ be.1 A r 3 o,c. r , le cp-c, 1✓1Ei t 20 WA. LI- ON/ s e:rut2NtNG - F M or .. 0.440y I )( 2 = 02 14. P\ ra_ =- : 1 yi -? ) + 121 40 = C2 32 - 3 CI 2. "7' /20' = - t ` 1 . 5 f MP N a E3 -ro 4 to sit .,::.:.. -.. . .- ......... .., : -..-w . :..x'. •.F:'ei.. 0000 .+. ,.... .. ... a191w"aa3 . .ar +, i - 4 �' LEWIS & consulting engineers JobW C-- o F C 4,-v1:)l ; o1ea:ir/ Client SW G ,o C. Job No. By Cis c� �- 18660 5.w. boones ferry road tualatin. oregon 97062 (503) HHS.H605 phone (503] 885.1206 fax VAN VLEET Date 3 % 04- Sheet No. L' ¢ Incorporeted • WAg tdc eVei ! 6 N dT 0 .4(04' (1 I 23 (') 1=. I2 s E N4/2- = [o, °16( Z 4- —72: + 3 IoC2S - 3(115 ` ,, 1 +D -D2-S < • 3 ( .G' /lI.S' = B3 ► k. t: SIMr- hkoate, Ta ve — .2 --1 r 5.s W2 u..• y 3' W4 --- - ST}2,41' k - r --!-op OF- 4,N/. r ..oC2i Dot: t To M /r1LE If.l - (.t. -S P"t' -o r . AS U N ri --- 1 \ 4 0- D, 4-L04- C S,S' a- 3 `) ( 2 s ) = I i c. l l 1. Mr,,%Lo, cos (20 '+ 1Co, Z '4..31)+- o.oto(2,6i) /2 4 0 14- , 14D i T GI M f°.5 C.6 To .. k3 t_ . 2x t--r I, ek ..n-)17 '6o-r f4 -,-..5 CC.o s . " -ri•J E i I. -S-r(2-610 OVG`'1' To 1= of D0Y... To 8%-K , / • . , r L- ls-64 Conci c* k ._n r i4. w,e c..s, W/ C S 1 P) S -112.4 r27 1►-►C..? /kT 20 W' -t t,, •., 1` C 44- L 0 4' k - (20(25 + = 1 -51 Tw---)-1 p-rc,. s'-o" W , S' 1 Co TId1 -C 4 - 2 8' L..cv- 1-• = 1 C.,Q4 1=-C c, 4- 120 "7(2 = '2,e0,8 I M a_ = 2 6.13 - ( 28) _ X4-0 o te..-. 5 -- `(4- o3 - 2_S1) /Zt3 . sk- c l S,p s ['' = 2(28.13) _ 1,21 ksi ` 4 - 2,S ((-?:-. B.' ( 1 S. ta,S") USE Ft • S ex. (Lo' 2.6 UJ iC3 Gc. 1-rr , Top i RT. t [ , , F-c:)crrINJ C=D ter I 1 _ s' -1-- S, S' + 's' Wit4L ^-tU 56 SA A^ Fob .... - nersx.*,, ..:: - .v.,,.. = .�s s ,: . r ., _.. __,� ,...�.._.a _:_ , ..:.�..�.. ,., �... .. .. .....aa .+�rn� "'ram -�.. .-• LEWts & consulting engineers Job CW C..Of C k: t t orz -!\JM ! '. iiik 18550 s.w. boones ferry road Client SW 4.-, C tualatin. oregon 97062 Y S (503] 885.8605 phone (503) 885.1205 fax Job No. B Co.1(.- VAN VLEET Date 3 ' -‘0 4 .- Sheet No. L_ -S Incorporated F WIND P - 0.0132. EC } 14-i 1 2 1 ' )" 1, ( I 'Z)(e ) 4) .1 -. ) i.1'(; ll 33 [ ; -1- CO. 0i 1l -0 ol3 1( J ( g3, ) = 1 Po, 30 41 --- W WO Go >, L.,S 1 ' te', �M. IC. \( O,11 b .o - 1 - at, l0 l . '' g2 2 � ,F- 0.0,,.. 1 -3-�� 1 1,33V 2 �1 z— z 2 J 1 F r -1 k-u, i..._&r -+G-N = ICo,S' + 14,5I = 3i I . i t . 1 P ,3o1/4-7 31' 0.5 1,4 1 S/32 PLr1 W OoG S I41✓2ci1-(I.F V 01.3E- ft- • � <13 Cy....av 1 W/ 8 d 2 n.c, e.iss, 12' O -c.t 1 i . C/-r''= O, (o40 k4 t i. 1 4-,5 1-- 1Aa4,.4. 0\J -- 1L`:.1a1.II',X , — i M al' =n, OCt4s')C�s') = 214 I � 14+ 1133' � ' 2- 1\-4 g_ =-[o.ota( 2 + . + ) +C�,010C2SJ -,s /: x 1-1-17 -t 214 Cse j')] /1 _ ' : 12.c& -- \ pose' SIMPSo►-► 1 1+h. To 4,x 1 I co ,S 1 - S 1.4--s , w.eu. 14,5' wk-..A.- - -E.o- rli - E T Prcam. 3' -0" VU, X 2. 0 i m >e- 2,S' L. , pc ST iz ,,c '1 o,-.1 4-r t ? L.srrpo r >s, O. CO I e 1, --l - ( s + 114' ) ( Z D' 3, to' t, 1^1 v „.„. = S 6, 3'41( (h z� ) G 8. o 4- ki Fr4- . C Or IS (V) (. . ) (2e ` I - 1 2i ,0 4" , M 0....- (21.0'` + 6.04k) C 5+ 3A co ( (, ;I S' )= 4- t t P te . = ' 3 ( 9 ''3- 231) /(3_�co d- 5,0 4 -( 21,o) = ‘6,, 1. f - 2 (9'04'1 -4 . ,a► C 2■,ok) = I,Zo tu './o e... 3' Ct t,,$t -') It 1 LEWIS & consulting engineers Job s 1.- 1 , C.05 C ACS-tit llITo)c -__, A," 18560 s.w. boones ferry road . tualatin. oregon 97062 r Client' —1 L cif [503] 885.8605 phone [503] B85.1205 fax Job No. By C.,.11 . VAN VLEET Date '3 - 0 4- Sheet No. L — (o incorporated r .....±......_. .. .. ....._ • • ' ..........L L____ i [ . ` ' j . d, ,Ice i MILL 0 , - 7co(3') (Co r z + 0.20 .-- t7 ,1to.C ls 3)(' ' c ' 4 114 C....44 an4 j . T. t , . 4.,.. o -c00 , v," 6,-- c ,' d. 1 (,,, I. v,. c� ,o 1 0 eyi'm NJ tz-z� u c.E c- Ni .-, B`1 1 /3 a r f 7 G= Q.Coo Iv,zC(..n k-si .)t 3(o.O € E - 0,s c,5* 3v ") *_____L '‘- 6 ( 3 c , . to t ) C 1 _ 0.3`x-` .)/i 2,_ P i ; ^ /2 -1 ►k NO Co t. or) P- t \AS & S_) :o C...e. , A 5 ?L- a 2.2.0 1 n 2 t t G C) r 0Q3g 7 / On/I, N .., i ✓ Ok ir t `� r �5!�.':C nom, - -.... - r _ __. -.. , ■ 4Mh t ()3 - )(i(a — 1,.,"2„ )6 12 = I S " 4:17k.. . (.•,ks CTjr -iCr 3 - p w. ag- 2-4 12), x 2,g' C-, \,, w / yit e„, C.421.0"r, 13-17-eN , ... _____ . I LEWt5 & consulting engineers Job ct^" C �j C u r- a ,h Client S>sN; C- Yo j- 113550 s.w. boones ferry road tualatin. oregon 97062 (503) 885.8605 phone [5 03) 885.1206 fax Job No. By .../ VAN VLEET Date 3 � b Sheet No. 1-'r -7 Incorporated � 121D O SI `�v�iu� R I uND '= 0.oi32C( +i4=7')c 1 1.23'1)+ t4;1' C '�3 k 4- (0. 0IL►3- o,c, l32)C Z)( . t = 2 . S ( IOf.) Go r- ti.: -s.: L.5 I t SG 1Sh�ttc, = 69,111 L l�Z = 1 .5a'` 1 µl k w ! G � ?' 14- =- c) - [ 1 -1/"..-=- 2 .S I V p_03c., lz l.F f 1 /----z...' pl__\.? SI.1-E - k - 00Cr a Vic ,- -. ,g u,cr�u vu/ 'pct C ( 0 ,C°. .-Dc... I2''o -LD Cr V 1✓i'2---r-L 12 -kJ 10 Ca d '-! (tJ .!: P E''.- -' 1•.r — 1Jcp I J G 1 b: i ! `' Cat1z -Its s ® O si -1 klitQP =0.0132[ 4 ,. ...32� }�'(-ii3] -{- lo.01 - 11 -0.01 32 f Cam'+ 2,6i 1 ) ( a 2 _S.4o'` 4 / z r S> tsrA C Vs= O,11 -1 t 0, 5( gZa- 3r�(B2 4 c ) + 0,016 + ) ( 1 13 3 . i t O.o1 6CS 2 : + al) 20,5') + O.o16C1d)(I os') { + orol 3 ! )c � C = l 5,1 [3k .r; ---- sei C.-- /-41C.. - off -c)L...S I . 1/`■•1 LA.,- l..-to Cena = rt 4 I 34 , l1 =- S, t �3'` 3 c� I /` , X4.9-(0 t 15 i PL - -fWO . S oNe me.t. ; a(...ez,ctc. , t W j val e ' o, G, S.-126. ers if 122r 0,c_ t M e? c 15 >gk6 2) (I e ) = 13(0 , to "` 1 M r� o. 01 t3 20 S � ' t C '� ( �S)t o .olo� +o .otg(� . ? s ) 'jai 92 /, co ro ,'1 14. t) = E1Co,Cp OA 6.40 c.77 l k ) ] /1'71 = 4,`jo • C iMoSo,J P1:IrD Co - S} S3 - 1^' M 1 1J , b t31.... STu o1 ' LEW tS & consulting engineers Job S[.J C., „F r Ali rn IT �Y2 s nit ClientW (`,. J C Job No. By ( c� L 18660 s.w. boones ferry road O �t tualatin. Oregon 97062 (503) 8135.8605 phone [503] 805. 1206 fax VAN VLEET Date 3 -‘ c)4-. Sheet No. I._- c Incorporated -„ ,,,.. - ,_.,. -e.. ...,.:,,::.; ...:,. ... r . <.:., .:-- ..•.:- ...e... ..ganvmmaa„e.__. _ -s, ar .m .._ au.,xw:ma sir, - 7 ,. .00"P I U - 1-4e1--:- tS l k B't � �2 1 �' � � C�1 Trz-1 t�tc4, 5' — 0 '' i4 , x Re - rot cit. x i e,` 1-c:),-_ W =o. le-1.F(17')- rt0,t3 P--6 t I 1 E3,4,2,1" r I >-,_ '— I ex- Cu2 z� = 1 to la t k "= DP) (t lvrl ,-t,' k . [5'0,e " 1J cc, f. u4 20` t—o> -tc, F—t (= - — 1.-4 = IM 45'2.- i_ j My�= t ( ) I '1 Es,2 ✓ vtic- c G..= �.1 �1g,2— (St,6,)/lal,t32" x,0 p 2C 1 01, 32'`) - , -f3a t ,_ .s . ./ lit Se- t� s' 1nTC�o 3 �' N.144 x 2.7 ' L 0 -X-lee . CA-r/ 47 4 C.o..rt° / [ '-- i ).- r E tt E f ' It; i t r ' i E I. i I I I E G f r t 1 4 1 as -...„. i . -. F •^.'^� R._ S0 '° Yrear,k'+3....7 ^.2Sanclio rii$'S._i4-�6. -la. ai'C SOT.Ii .T 5. .7,,,..rL_.:. . .. F lt OFFICE COPY 1 PROJECT MANUAL 1 ■ REMODEL AND AUDITORIUM ADDITION 1 SOUTHWEST CHURCH OF CHRIST 1 9725 S.W. DURHAM ROAD TIGARD , OREGON I 1 1 1 1 i City of Tigard Approved Plans By/3- Cr Date k r BUPZ009-- 0010. vita ittNin architect • p lanner 8026 SE 21st Avenue Portland, Oregon 97202 Phone (503) 248 -1088 SET NO. c2 1 RECEIVED • APR 13 2004 • CITY OF TIGARD I r 1 I/ PROJECT MANUAL 11 SOUTHWEST CHURCH OF CHRIST REMODEL AND AUDITORIUM ADDITION 9725 S.W. DURHAM ROAD TIGARD, OREGON 0 W. u OWN ,�► • • • +;aanQ, OreQuir O � OF w ∎■ W. Lane Brown, Architect /Planner 8026 SE 21st Av. 4 Portland, Oregon 97202 Phone: (503) 248 -1088 I Structural Engineer Civil Engineer Gary Lewis Bryan Dickerson Lewis and Van Vleet Engineers Lewis and Van Vleet Engineers 18660 SW Boones Ferry Rd. 18660 SW Boones Ferry Rd. Tualatin, Oregon 97062 Tualatin, Oregon 97062 Contractor H & A Construction PO Box 23755 Tigard, Oregon 97223 Phone: 503) 639 -6148 I April, 2004 r I II II 2 TABLE OF CONTENTS 1 INVITATION TO BID INSTRUCTIONS TO BIDDERS FORM OF AGREEMENT I BONDS GENERAL CONDITIONS OF THE CONTRACT SUPPLEMENTARY CONDITIONS II SCHEDULE OF DRAWINGS II SPECIFICATIONS DIVISION 1 GENERAL REQUIREMENTS II 01010 Summary of Work 01030 Alternates 01040 Coordination II 01060 Regulatory Requirements 01070 Abbreviations and Symbols 01300 Submittals 01500 Construction Facilities and Temporary Facilities II 01700 Contract Closeout DIVISION 2 - SITEWORK II 02050 Demolition 02200 Earthwork II 02500 Paving DIVISION 3 - CONCRETE 03100 Concrete Formwork 03200 Concrete Reinforcing 03300 Cast in Place Concrete II DIVISION 4 - MASONRY II Not Used DIVISION 5 - METALS II 05500 Metal Fabrications DIVISION 6 - WOOD AND PLASTICS 11 06050 Fasteners and Supports 06100 Rough Carpentry 06170 Prefabricated Structural Wood I 06200 Finish Carpentry II II II II 3 DIVISION 7 - THERMAL AND MOISTURE PROTECTION II 07150 Dampproofing 07200 Insulation II 07300 Composition Roofing 07400 Preformed Siding 07500 Membrane Roofing 07600 Flashing and Sheet Metal il 07700 Roof Accessories 07900 Joint Sealants II DIVISION 8 - DOORS AND WINDOWS 08100 Metal Doors and Frames II 08200 Wood Doors 08600 Vinyl Windows 08700 Hardware 08800 Glazing I DIVISION 9 - FINISHES It II 09250 Gypsum Wallboard 09500 Acoustical Treatment 09650 Resilient Flooring ql 09680 Carpet 09900 Painting 09950 Wall Coverings II DIVISION 10 - SPECIALTIES 10150 Compartments and Cubicles II 10520 Fire Access Cabinet 10800 Toilet and Bath Accessories DIVISION 11 - EQUIPMENT II Not Used I DIVISION 12 - FURNISHINGS Not Used I/ DIVISION 13 - SPECIAL CONSTRUCTION Not Used I DIVISION 14 - CONVEYING SYSTEMS L 14400 Vertical Platform Lift 11 II I 4 DIVISION 15 - MECHANICAL 15010 Mechanical General Requirements DIVISION 16 - ELECTRICAL 16010 Electrical General Requirements 11 I 11 I 1 I I I I 11 11 11 11 I 5 INVITATION TO BID 11 SOUTHWEST CHURCH OF CHRIST REMODEL AND AUDITORIUM ADDITION TIGARD, OREGON Southwest Church of Christ, 9725 S.W. Durham Road, Tigard, Oregon, g g , herein referred to as the Owner, has invited H & A Construction, PO Box 23755, Tigard, Oregon 97223, to participate in this project as the General Contractor on a negotiated price basis. I The project consists of the addition of approximately 8,700 square feet of auditorium space and remodel of a portion of the existing facility. Subcontractors are to submit bids for work involving their various trades to the General Contractor for inclusion in his Price Proposal to the Owner. Bid prices shall be held valid for a period of sixty (60) days from the date of submittal of the Contractor's Price Proposal. Bids shall be submitted to the Contractor by 4:00 P.M., Tuesday, May 4, 2004, for inclusion in their Price Proposal to the Owner. Plans and Project Manuals may be examined and /or obtained from the office of W. Lane Brown, Architect /Planner, upon phone confirmation of mutually agreeable viewing time. Additional sets will be made available upon request at cost of reproduction, which is not refundable. The competence and responsibility of the bidders and their 11 subcontractors will be considered in making the award. The Bidder acknowledges the right of the Owner to reject any or all of the bids and to waive any informalities or irregularities in any 11 bid received. 1 I/ I I I 1 6 INSTRUCTIONS TO BIDDERS 1 The "Instructions to Bidders ", A.I.A. Document A701, 1997 Edition, are incorporated into this Project Manual by reference. One copy is available for viewing at the office of W. Lane Brown Architect /Planner, upon phone confirmation of mutually agreeable viewing time. 11 FORM OF AGREEMENT 11 When work of this Contract is awarded, Owner and General Contractor shall execute Contract in "Standard Form of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum" , A.I.A. Document A101, 1997 Edition. BONDS The Owner may require that a Performance Bond and Labor and Materials Payment Bond be provided for the project. Cost of Bond shall be submitted as a separate line item in the Price Proposal. Bond shall be in an amount equal to 100% of the Contract price and shall guarantee faithful performance of Contract, including 41 corrections after completion, maintenance work and payment of obligations under Contract. If required, Bond shall be issued by Bonding Company authorized to carry on business in the State of Oregon. Bond shall be submitted to the Owner upon execution of the Contract. GENERAL CONDITIONS OF THE CONTRACT 11 "The General Conditions of the Contract for the Construction ", A.I.A. Document A201, 1997 Edition is incorporated into this specification by reference. One copy is available for viewing at the office of W. Lane Brown, Architect /Planner, upon phone confirmation of mutually agreeable viewing time. This printed document will be bound into the "Contract Sets" when a contract is signed. It is left out of the bid sets due to the well known general nature of this document. I r I 1 r 7 SUPPLEMENTARY CONDITIONS ' The following amendments contain changes and additions to the A.I.A. General Conditions referred to herein. Where any part of the A.I.A. General Conditions is modified or voided by the amendment, the unaltered provisions shall remain in effect. I ARTICLE 3 - CONTRACTOR Add to 3.7.1: "The Architect will file the Architectural, Civil and Structural Plans and Project Manuals with the City of Tigard 11 building department for their plan check and will pay the plan check fee. The Owner shall file the Audio /Visual System Plans with the City of Tigard and pay for the plan check fees and City of Tigard Traffic Impact Fee. The Contractor shall file the Mechanical, Plumbing, Fire Protection, Electrical and Fire Alarm and Detector System Plans and Project Manuals with the City of Tigard and will pay the plan check ' fees. All other building and development permits, connection fees, etc., if required, shall be secured and paid for by the Contractor." The Contractor shall file the required Drawings and Specifications with all other local authorities as required by ordinance and shall obtain approval of same. ' The Contractor shall also file all drawings or ammendments required by changes in the work made by the Owner and shall secure approval of same. Add to 3.12.5: "Shop Drawings are to be a minimum of four (4) copies. Two copies will be retained by the Architect." ARTICLE 9 - PAYMENTS AND COMPLETION Add to 9.3.1 " The Application for Payment shall be submitted in three (3) copies on Application and Certificate for Payment form, A.I.A. Document G702. ' The payment shall be based on the agreement that the General Contractor shall be paid on or about the tenth day of each month 95% of the cost of labor and material certified by the Architect as actually incorporated into the construction, or suitably stored, as of the 25th day of the month preceding. I I I r 8 The balance of 5% will be retained for 35 days after substantial completion and acceptance of the work, and will be paid when satisfactory evidence has been submitted that all bills, claims and labor payments against the work have been paid and that all conditions precedent to final payment have been completed and deliveries required thereby have been made to the Owner." ARTICLE 11 - INSURANCE Add to 11.1.2: "The Contractor's insurance requirements specified in Article 11.1 of the General Conditions shall not have limits of less than the following: I A. Workmans Compensation to the full extent required by the applicable laws. B. Employer's Liability Insurance with a limit of $250,000. C. Comprehensive General Liability Insurance, including Contractor's protective, completed operations, broad form contractural and broad form property damage covering: COMBINED AGGREGATE: Not less than $2,000,000 EACH OCCURENCE: Not Less than $1,000,000 D. Comprehensive Automobile Liability Insurance, including operation of owned, non -owned and hired automobiles and other vehicles covering: BODILY INJURY WITH LIMITS OF: $500,000 each person $500,000 each occurance PROPERTY DAMAGE WITH LIMITS OF: $500,000 each occurance E. Umbrella or excess liability insurance, above general liability and auto liability limits, covering: COMBINED BODILY INJURY AND PROPERTY DAMAGE: Not less than $2,000,000 combined single limit. Such policies of insurance shall be written by companies satisfactory to Southwest Church of Christ and shall have a Best rating of not less than AX. Contractor shall not commence work under this agreement until satisfactory evidence that such insurance has been delivered to and approved by Southwest Church of Christ. Provide Certificate of Insurance naming Southwest Church of Christ as additional named insured." I I 1 9 SCHEDULE OF DRAWINGS 1 SITE PLAN, VICINITY MAP,DRAWING INDEX 2 EXISTING /REMODEL AREA FLOOR PLAN, FINISH SCHEDULE I 3 ADDITION FLOOR PLAN, DOOR SCHEDULE 4 SECTIONS, DETAILS I/ 5 DETAILS 6 ELEVATIONS S1.0 STRUCTURAL NOTES S1.1 FOUNDATION PLAN S1.2 FOUNDATION PLAN ' S2.1 FOUNDATION DETAILS S2.2 FOUNDATION DETAILS 41 S3.1 ROOF FRAMING PLAN S3.2 ROOF FRAMING PLAN S4.1 FRAMING DETAILS S4.2 FRAMING DETAILS Cl SITE GRADING, UTILITY PLAN I C2 DETAILS r I I I/ I I I 1 10 SPECIFICATIONS 11 DIVISION 1 - GENERAL REQUIREMENTS SUMMARY OF WORK SECTION 01010 PART 1 GENERAL II 1.1 WORK COVERED BY CONTRACT DOCUMENTS: A. The work of this project is to construct an addition of I approximately 8,700 square feet and to remodel a portion of the existing church facility at Southwest Church of Christ, 9725 S.W. Durham Road, Tigard, Oregon. I B. The work of this project will be let under one single contract. I 1.2 OWNER FURNISHED ITEMS: A. The following items will be furnished and installed by others but require certain provisions to be made by the II Contractor. The Contractor shall secure necessary layout drawings from the suppliers to insure that the proper provision is being made for this equipment: II 1. Tree removal 2. Telephone system I 3. Audio /visual system 4. Landscape and irrigation 5. Kitchen cabinets and appliances (connection to utilities by Contractor) II 6. Plastic laminate counter top material and installation. The General Contractor shall cooperate and coordinate his 11 work with that of these separate suppliers to provide an orderly, complete job. B. The following items may be fabricated by the Owner. The II Contractor shall secure materials and coordinate necessary layout with the Owner: II 1. Acoustical wall treatment The General Contractor shall coordinate scheduling of I delivery of these items with the Owner, allowing adequate lead time for manufacture and delivery so as not to cause delays in the project. II End of Section I/ II I Iii ALTERNATES SECTION 01030 PART 1 GENERAL 1.1 DESCRIPTION A. The Alternates described in this section will be exercised at the option of the Owner. ' B. A brief explanation of the Alternates follows. The applicable sections of the Specification apply to this work. C. Contractor shall be responsible for coordination of all work described in the alternates, whether that work is provided by the Contractor or by others. 1.2 ALTERNATES A. ALTERNATE NUMBER 1 - ACOUSTICAL TILE CEILING AT LOBBY 118 The additive price for labor and materials required to ' install a suspended acoustical tile ceiling, light fixtures, HVAC extension and diffuser system and fire sprinkler system in the area of the existing sloped ceiling portion of the lobby. If this alternate is not exercised, the existing sloped ceiling and lighting will remain. B. ALTERNATE NUMBER 2 - ACOUSTICAL TREATMENT The deductive price for labor to fabricate the acoustical wall panels. The Owner may be provide this labor. 1 Contractor shall include purchase of materials, fabrication and installation of acoustical panels as the basis for the Price Proposal. End of Section I 11 1 I I 12 COORDINATION SECTION 01040 PART 1 GENERAL A. The Contractor is responsible for the coordination of all 11 phases of the work under this Contract. This includes coordinating of Mechanical, Electrical, Plumbing, Fire Protection, Smoke Detection and Alarm System suppliers with each other and with other work. Coordination with the Owner and the Owner's other contractors (tree removal, telephone, landscape and irrigation, etc.) is also required. B. The Contractor shall cooperate with the Owner to permit maximum use of the existing facility during the time of construction. End of Section I I I I I 1 I I i ' 13 REGULATORY REQUIREMENTS SECTION 01060 PART 1 GENERAL 1.1 BUILDING CODES 1 This construction is designed according to, and is to be built in compliance with the State of Oregon, 1998 ' Edition, Oregon Structural Specialty Code, effective date October 1, 1998. See Mechanical and Electrical sections of this Specification for other code requirements. This project is in the jurisdiction of the City of Tigard, ' Oregon and must meet the requirements of all zoning and other applicable local codes. End of Section I I I I I I 11 I i r II 14 ABBREVIATIONS AND SYMBOLS SECTION 01070 II PART 1 GENERAL 1.1 DEFINITIONS 1 A. "Approved" as used herein means approved by Architect. B. "Selected" as used herein means selected by the Architect. II C. "Provide" as used herein means furnished and installed. D. Where the words "or approved" are used, Architect is the sole judge of quality and suitability of proposed II substitution. End of Section 1 II 1 I I 1 1 1 1 1 II 1 I I II 15 SUBMITTALS SECTION 01300 II PART 1 GENERAL 1.1 WORK PROGRESS SCHEDULE il A schedule of the work progress shall be furnished to the Architect before work begins, showing the anticipated date I of start and substantial completion of construction with each major item of construction listed. Satisfactory evidence shall be given the Architect that I all materials and subcontracts are ordered in ample time so that the progress will not be delayed and so that the building can be completed. in the specified time. It is II recommended that the schedule be of a "critical path" method. II 1.2 SHOP DRAWINGS A. Shop Drawings are to be submitted to Architect only, I through the Contractor. Do not submit directly to the Consulting Engineers. PB. All Shop Drawings shall be checked for accuracy, dimensions, quantities, etc. by the Contractor prior to submittal to the Architect and shall be stamped or signed indicating approval by the Contractor. I C. Approval of the Shop Drawings by the Architect shall in no way eliminate Contractor's responsibility for errors of I any sort in the Shop Drawings. D. Submit a minimum of four (4) copies of Shop Drawings to I the Architect for approval prior to fabricating any material or proceeding with the work. The Architect will retain two copies. All work shall be in accordance with the approved Shop Drawings and Samples. II E. Schedule of Required Shop Drawings and Samples: Division 5 Metal Fabrications I Division 6 Division 7 Prefabricated Structural Wood Composition Roofing (samples) II II II II r II 16 Division 8 Metal Doors and Frames Wood Doors Vinyl Windows I Hardware Glazing Division 9 Acoustical Treatment (fabric samples) I Resilient Flooring (samples for selection) Carpet (samples for selection) Painting II Wall Coverings Division 10 Tackboards and Chalkboards Compartments and Cubicles Toilet and Bath Accessories I I Division 14 Lifts 1.3 SCHEDULE OF VALUES 1 A. Prepare Complete Breakdown of costs with sum of all items equal to the Contract Price. I B. Furnish to Architect before first monthly partial payment is applied for. I End of Section I I II I II II II 1 II II II II 17 CONSTRUCTION FACILITIES AND TEMPORARY UTILITIES SECTION 01500 I PART 1 GENERAL 1.1 ELECTRICAL ENERGY I The owner will provide all utilities for the Contractor's use during the construction of the Project. Contractor I shall make all temporary connections, furnish drop cords, lamps, etc. as required. Caution shall be exercised to insure the operation of the existing facility, particularly overloading of the electrical circuits. I 1.2 TEMPORARY HEAT II The Contractor shall provide heat as required to protect the work from dampness and cold. II 1.3 TEMPORARY OFFICE AND TELEPHONE The Contractor shall provide substantial, watertight office building on premises where directed. Install II telephone and maintain until full completion of the work. 1.4 TEMPORARY TOILET 1 The Contractor shall provide temporary toilet and hand washing facilities for use of the workers, and shall II maintain these facilities in a clean and sanitary condition. End of Section II I II II II II I I/ r 18 CONTRACT CLOSEOUT SECTION 01700 ' PART 1 GENERAL 1.1 DOCUMENTATION Substantial Completion and Final Completion shall be applied for and documented per requirements stated in the General Conditions. 1.2 PROJECT RECORD DOCUMENTS A. Maintenance of Documents: Maintain at job site one copy of: 1. Contract Drawings 2. Specifications 3. Addenda ' 4. Reviewed Shop Drawings 5. Change Orders 6. Other Modifications to the Contract 7. Field Test Records B. Do not use record documents for construction purposes. C. Make documents available at all times for inspection by Architect and Owner. ' D. Recording: 1.Labe1 each document "PROJECT RECORD" in 2 -inch high printed letters. 2.Keep record documents current. 3.Do not permanently conceal any work until required information has been recorded. ' 4.Legibly mark to record actual construction: a.Depths of various elements in relation to floor elevation. b.Horizontal and vertical location of underground utilities and appurtenances referenced to visible and accessable surface improvements. c.Location of internal utilities and appurtenances concealed in construction referenced to visible and accessable features of the construction. d.Field changes of dimension and detail. ' E. Submittal: At completion of project, deliver record documents to Architect. r II 19 1.3 CONTRACTORS CLOSEOUT SUBMITTALS I A. Evidence of Compliance with Requirements of Governing Authorities: Ii. Certificate of Occupancy 2. Certificate of Inspection: a. Mechanical Work 1 b. Plumbing Work c. Fire protection Work d. Electrical Work Fire Alarm and Detector System Work I f. B. Project Record Documents: In accordance with 1.2, A., above. II C. Operating and Maintenance Data: In accordance with 1.6 following. II 1.4 FINAL APPLICATION FOR PAYMENT A. After work is fully accepted by the Owner, Contractor 1 shall submit the Final Application for Payment in accordance with proceedures and requirements stated in the General Conditions. I 1.5 CLEANING A. Description 1.Related requirements specified elsewhere, cleaning for specific products or work: Specification Section for 1 that work. 2.Maintain premises and public properties free from I accumulations of waste, debris and rubbish caused by operations. 3.Upon completion of work, remove waste materials, I rubbish, tools, equipment, machinery and surplus materials. Clean all sight exposed surfaces and leave project clean and ready for occupancy. 1 B. Cleaning Materials: I 1.Use only cleaning materials recommended by manufacturer of surface to be cleaned. 2.Use cleaning materials only on surfaces recommended by II cleaning material manufacturer. I I I II 20 C. Execution: II 1. During Construction: a. At reasonable intervals during progress of the work, I clean site and public properties and dispose of waste materials, debris and rubbish. b. Provide on -site containers for collection of waste I materials, debris and rubbish. c. Vacuum clean interior building areas when ready to receive finish painting and continue vacuum cleaning on an as- needed basis until building is ready for II Substantial Completion or occupancy. 2. Final Cleaning: II a. Employ experienced workers or professional cleaners for final cleaning. I b. Remove grease, dirt, dust, stains, labels and other foreign materials from sight exposed interior and exterior finished surfaces. c. Remove putty, paint, labels, lubricants, etc. from I mirrors, windows and sash. Polish glass taking care not to scratch finish. d. Repair, patch and touch up marred surfaces to II specified finish to match adjacent surfaces. e. Maintain cleaning until project, or portion thereof, is occupied by Owner. f. Wax and polish floors as recommended by floor tile II manufacturer. Wax shall be of non -skid type. D. Floor Care Instructions: I Deliver to the Owner two copies of manufacturers recommended maintenance procedures for carpet and I resilient flooring. E. Floor Finish Protection: I Protect carpeting and resilient floor as necessary with undyed, untreated building paper. Clean and damp mop resilient floor just prior to final inspection. I 1.6 OPERATIONS AND MAINTENANCE DATA Submittals: I A. 1. Present full details for care, operation and maintenance of: I a. Mechanical Equipment, Division 15. b. Fire Protection System, Division 15 c. Electrical Equipment, Division 16. I d. Other equipment as specified. I I ' 21 2. Submit before inspection for final acceptance, three complete bound copies. B. Operations and Maintenance Data: 1. Bind instruction books with 3 -ring, 8 1/2" X 11" side I/ binders with plastic covers with tabs and index. 2. Directories: r a. Supplier Directory: Alphabetical list of principal subcontractors and suppliers of equipment, giving name, address and telephone number. L b. Equipment Directory: List of equipment installed such as fans, air supply units, pumps, heating and cooling equipment, etc., giving drawing reference numbers, location, area served, manufacturer, with model number and supplier. 3. Manufacturer's Literature: a. Show name, address and phone number of the nearest service facility authorized by the manufacturer. b. Include illistrations, diagrams, instructions for installation, start -up, operations, inspections, maintenance, parts list, data sheets and other necessary materials. c. Include complete electrical, schematic and connection diagrams for each equipment item. d. Include the name, address and phone number of Contractor(s) who furnished and who installed equipment and systems. e. Where the literature covers more than one model, ' check off neatly in ink the correct model number and data for the model number. f. In those instances where the equipment, its mode of control, or both, is job assembled for special functions, provide written operating and maintenance instructions, prepared by the assembler on 8 1/2" X 11" sheets. 4. Maintenance Instructions: a. Where instructions for maintenance are not included in the manufacturer's literature, provide supplemental data to enable proper maintenance of the ' equipment installed. b. Include specific lubrication methods and recommended frequencies along with procedures and precautions for inspection and routine service. 1 11 1 22 D. Instruction of Owner's Personnel: 1. Prior to final inspection or acceptance, fully instruct Owner's designated operating and maintenance personnel in the operation, adjustment and maintenance of all I/ products, equipment and systems. 2. Operating and maintenance manual shall constitute the basis of instruction. Review contents of manual with personnel in full detail to explain all aspects of operations and maintenance. End of Section I I 1 V I/ I I r I 11 I I I I 23 DIVISION 2 - SITEWORK DEMOLITION SECTION 02050 PART 1 GENERAL 1 . 1.1 DESCRIPTION 11 A. Demolish and remove existing walks, paving and curbs in the area of new construction and dispose of off site. B. Demolish portions of existing structure as shown on f drawings and as required to necessitate new construction. Dispose of waste materials off site. C. Protect existing structure and finishes to remain from damage during demolition. Saw cut or otherwise neatly separate materials to be removed from those to remain. D. Construct barriers as required to maintain security of the facility and to prevent entry to construction areas by those utilizing other areas of the building. Maintain 11 through duration of the construction. E. Construct dust barriers as required to protect areas of the building not part of this work. End of Section I I/ I I w I I 11 I 11 11 24 EARTHWORK SECTION 02200 PART 1 GENERAL 1.1 DESCRIPTION I/ A. The work under this section shall include all labor and material necessary to perform all excavating, structural R fill, backfill and grading. B. The work shall include all necessary bailing, pumping and shoring. C. Protect all trees, shrubs, paving, walks and curbing that are to remain. D. Contractor shall provide all work to comply with governing regulations regarding environmental protection. Soil retaining material shall be placed at existing parking lot drains to prevent soil from entering existing system, per Erosion Control Plan (see Civil Drawings). 1.2 QUALITY ASSURANCE Pli A geotechnical investigation has been undertaken and a Report of Geotechnical Services, dated March 18, 2004, has been prepared by Carlson Geotechnical. A copy has been provided to the Contractor and this document shall be incorporated into this Project Manual by reference. All materials and methods outlined in that report shall be utilized in construction of this project. 1.3 BENCH MARKS BE RKS A 11 Carefully maintain bench marks, monuments or other reference points. If disturbed or destroyed, replace as directed. 1.4 TESTING ' To assure adequate subgrade conditions, the owner will engage Carlson Geotechnical to test the excavated areas of the building site. The Contractor is to give notice to the Architect when subgrade excavation is to begin. Cost of remedial work, beyond that hereinafter specified, required to construct adequate subgrade will be addressed by change order. I i 25 PART 2 PRODUCTS 2.1 MATERIALS ' A. FILL AND BACKFILL: Granular material shall consist of imported, well graded, pit run, sandy gravel, fragmented basalt, or crushed inorganic material, as outlined in the Geotechnical Report. B. GRANULAR BASE UNDER FLOOR SLABS: As outlined in the Geotechnical Report. C. TOPSOIL: Appropriate on -site material and /or imported sandy loam, free of weeds, clods and roots. PART 3 EXECUTION U 3.1 EXISTING UTILITIES A. Verify locations of all utilities and protect same from damage during excavation. Should uncharted utilities be encountered, contact the Architect immediately for directions. 11 B. Protect existing landscape irrigation system from damage. Verify system location with Owner and coordinate removal from areas of building construction. Repair damages to system caused during construction. 3.2 CLEARING A. Strip all vegetative material from construction areas to a minimum depth as required to remove all roots and debris. Dispose of this material off site. 11 3.3 EXCAVATION A. Rough grade site as required to produce floor elevations to match existing and an even finished slope away from the building for drainage. Stockpile suitable topsoil for use in planting areas, dispose of unsuitable excavated material off -site. Verify slopes and grades of exterior walks and ramps with Architect prior to excavation. I I I 1 26 B. In the presence of the Architect and Geotechnical ' Engineer's representative, proof roll the building site with a half loaded dump truck to detect soft spots. Remove unsuitable material and dispose of off -site. Replace excavated material with backfill and compact as specified in the Geotechnical Report. Payment for this work will be will be addressed by change order. Undisturbed native soil will be sensitive to disturbance in the presence of excess moisture. Avoid rutting and pumping of material by construction equipment. Contractor shall be responsible for maintaining an adequate work pad and for removal and replacement of unstable materials disturbed by the Work, at no additional cost to the Owner. ' C. Excavate footings to a minimum depth of 1'- 6" below e is lower. xisting grade and 1'- 6" below finished grade, whichever I D. Trenching for utilities shall be as narrow as possible but sufficiently wide to permit compaction of backfill. 3.4 FILL AND BACKFILL : A. BASE UNDER FLOOR SLABS: Shall consist of compacted fill as required to establish sub -base elevations and minimum 6" compacted granular base. I Fill shall be placed and compacted per recommendations of the Geotechnical Report. ' B. BASE UNDER CONCRETE WALKS : Shall consist of compacted fill as required to establish sub -base elevations and minimum 4" compacted rock base as outlined in the Geotechnical Report for floor slabs. Fill shall be placed and compacted per recommendations of the Geotechnical Report. C. TOPSOIL AT PLANTING AREAS: I/ Place topsoil to a depth of 1' -0" at all planting areas. Top of topsoil shall be 1" below top of walks and base of curbs. Slope surface away from walks and to area drains as shown on drawings. Rake surface smooth and even. 11 I I 27 D. TESTS AND INSPECTIONS: To assure subgrade as specified, tests may be made by the soils engineering firm. These tests will be the final basis for acceptance of subgrade for pouring of slabs and foundations. r End of Section I i i r i 41 11 I 11 I I I r I I 28 PAVING SECTION 02500 PART 1 GENERAL 1.1 DESCRIPTION r Work of this section shall include patching of paving and painting of parking stripes, handicapped space 11 symbols and traffic direction arrows. PART 2 PRODUCTS 2.1 MATERIALS A. ASPHALTIC CONCRETE: Mix shall be as outlined in the Geotechnical Report. B. PARKING STRIPE AND SYMBOL PAINT: I Millers Traffic Paint, color to match existing. PART 3 EXECUTION 3.1 INSTALLATION A. ASPHALTIC CONCRETE: Install base course, provide compaction and place asphalt as outlined in the Geotechnical Report. B. PAINTED PARKING LOT STRIPES AND SYMBOLS: Apply lines and symbols to clean, dry paving surfaces as required to produce a bright opaque finish. ' End of Section I I I I I I 29 DIVISION 3 - CONCRETE CONCRETE FORMWORK SECTION 03100 PART 1 GENERAL 1 1.1 DESCRIPTION Related Work Specified Elsewhere: Miscellaneous iron and steel items set in concrete, Section 05500. PART 2 MATERIALS Construction of forms shall be of D.F. "Plyform" as per DFPA Grade Rules and tied with approved ties with no metal within 1" of surface after tie removal. Forms to be coated with approved non - staining form oil. PART 3 EXECUTION 3.1 INSTALLATION ' A. Forms to conform to the shape, lines and dimensions of the members shown on the plans and shall be substantial, free from surface defects and sufficiently tight to prevent leakage of concrete, properly braced and tied together so as to maintain position and shape. B. Remove in such manner as to insure complete safety of the structure. Time of form removal is the sole responsibility of the Contractor. 11 C. Forms of exposed concrete walls shall be laid out to provide regular joints and symmetry of ties to provide a pleasing pattern on the finished wall. Layout to be as approved by Architect. D. Provide blockouts as required by all other trades. E. Earth trench forms for footings will not be permitted. Bottom for all footings shall be located minimum 1' -6" below finished grade and 1' -6" below existing grade, if not shown deeper. ' During wet weather, on site soils are easily disturbed when exposed, therefore, footings shall be poured immediately after excavation completed or bottom of excavation covered with minimum 3 inches of crushed rock. End of Section I CONCRETE REINFORCING 30 SECTION 03200 PART 1 GENERAL 1.1 QUALITY ASSURANCE I The recommendations of the Concrete Reinforcing Steel Institute, latest edition, are hereby made a part of this Specification to the same extent as if written out herein in full. Reinforcing steel shall be detailed in accordance with the ACI Detailing Manual 315, latest edition. PART 2 PRODUCTS 2.1 MATERIALS REINFORCING STEEL: Shall be intermediate grade, deformed bars, in accordance with ASTM Spec. A -615, Grade 60 . PART 3 EXECUTION 3.1 INSTALLATION 1 A. Protect until used, place free from any coating which may destroy or reduce bond. B. Accurately position and, unless otherwise shown or specified, secure against displacement by tieing with annealed iron wire of not less than 18 ga. C. Support by concrete or metal chairs, or by spacers or metal hangers. Metal chairs which contact exposed surfaces of concrete shall be galvanized or have plastic tops. D. Reinforcment in floors over earth shall be supported by ' masonry blocking of proper height. E. All spacing shall be as shown on plans, with all horizontal bars in walls turning corners at least 24 I/ diameters, or provide corner bars same size and spacing as horizontal steel. Laps and splices shall be 36 bar diameters or 24" minimum. F. Provide two #5 around all openings extending 24" past face of openings. 1 G. Welding of reinforcing steel shall conform to AWS Spec. AWS D12.1, Reinforcing Steel Welding Code, latest edition. End of Section I I 31 CAST IN PLACE CONCRETE SECTION 03300 PART 1 GENERAL 1.1 DESCRIPTION I/ Related Work Specified Elsewhere: Miscellaneous iron and steel items set in concrete work, Section 05500 Concrete reinforcement, Section 03200 Concrete formwork, Section 03100 Rock base course, Section 02200 1.2 QUALITY ASSURANCE A. All concrete construction shall conform to A.C.I. Spec.301 & 302, latest edition. Reference is made and shall be the same as if written out in full. B. Ready mix concrete shall be mixed and delivered in accordance with ASTM Spec. C -94, latest edition. Source of supply shall be approved by the Architect. I Supplier shall provide delivery tickets for each truck load of concrete. Ticket shall indicate batch mix and all required admixtures. Copies of tickets shall be delivered to the Architect by the Contractor. C. Testing: Not less than three (3) specimen shall be made by a Certified Concrete Inspector for each days work or 50 cubic yards. Specimen shall be made and cured in accordance with A.S.T.M. C -31 and tested in accordance with A.S.T.M. C -39, one test at 7 days and the others at 28 days. Slump tests shall be made when concrete is being placed. If concrete test cylinders are unsatisfactory, the concrete shall be checked with a "Schmitt" hammer. If found unsatisfactory after testing, the concrete shall be 11 replaced at no expense to the Owner. Tests shall be made by Carlson , Century West or other 11 testing laboratories approved by the Architect. Written reports shall be sent directly to the Architect by the testing laboratory. r Expense of all testing work shall be paid for by the Owner. I I I I 32 1.3 JOB CONDITIONS ' A. FREEZING WEATHER: No work shall be done in weather when temperature falls below 35 degrees at any time within the 24 hour period, except with Architect's approval. No accelerating or I/ antifreeze admixtures shall be used. Earth subgrade shall not be frozen when concrete is placed thereon. Comply with ACI 306R. B. HOT WEATHER: Concrete placed during periods of hot weather, low humidity, or high winds shall be protected from the sun and wind. Recommendations of the Portland Cement Association in Structural Bureau Bulletin ST -93, "Hot Weather Concreting" and ST -95, "Curing of Concrete" shall I/ be made a part of this Specification. Also comply with ACI 305R. /I PART 2 PRODUCTS 2.1 MATERIALS 1 A. WATER: Shall conform to ASTM C -94 B. CONCRETE AGGREGATES : Shall conform to ASTM C -33 for reinforced concrete work. Shall be well graded with maximum size 1 1/2 ". Size reduced to 3/4" when form is less than 4 ". C. CEMENT . Shall conform to A.S.T.M. C -150, Type I. Oregon, Ideal, Permanente, Calaveras. D. AIR ENTRAINING AGENT : Shall conform to ASTM C -260. Master Builders "Pozzolith" E. WATER REDUCING ADMIXTURE : Shall conform to ASTM C -494. F. CURING COMPOUND : Federal "Quick Cure ", Grace "Horn Clear Seal ", Meadows 11 "Sealtight CS -309" G. BONDING AGENT : 11 Larsen Products Corp. "Weld- Crete ". H. EXPANSION JOINTS : Carey's "Elastite ", Celotex "Flexcell ", I. VAPOR BARRIER: Stego wrap (15 mil), W.R. Meadows Premoulded Membrane with Plasmatic Core, Vaporguard by Reef Industries. t I 33 PART 3 EXECUTION 3.1 CONCRETE MIXES The proportions of aggregate to cement shall be such as to produce a mixture which will work readily into the corners I/ and angles of the forms and around reinforcement without allowing material to segregate or excess free water to collect on the surface. Concrete shall conform to ' A.S.T.M. C -94. Cement contents and ratios indicate a minimum only. Stength required to govern actual batch mixes. 1. CONCRETE FOR FOOTINGS AND FOUNDATION WALLS SHALL HAVE THE FOLLOWING VALUES: Min. Cement Content: 5 US bags per cu. yd. conc. Max. Water- Cement Ratio: 0.50 Max Slump: 3" to 5" Min. Compressive Strength @ 28 Days: 3000 psi 2. CONCRETE FOR FLOOR SLABS SHALL HAVE THE FOLLOWING VALUES: Min. Cement Content: 5 1/2 US bags per cu. yd. conc. Max. Water- Cement Ratio: 0.46 ' Max. Slump: 2" to 4" Water reducing Admixture: Per manufacturers recommendations. I/ Min. Compressive Strength @ 28 Days: 3500 psi. 3. CONCRETE FOR EXTERIOR SLABS ON GRADE SHALL HAVE THE FOLLOWING VALUES: Min. Cement Content: 5 1/2 US bags per cu. yd. conc. Max. Water - Cement Ratio: 0.46 Max Slump: 2" to 4" Air Entrainment: Per manufacturers recommendations for air content not less than 3% nor more than 4%. Min. Compressive Strength @ 28 Days: 3000psi I I I I I 34 3.3 PLACING A. FOUNDATIONS: 1.Approval of the Architect of foundation base shall be obtained prior to placing foundation materials. 2.Water shall be removed from all trenches and foundations 11 and same shall be kept dry while placing concrete. 3.All equipment and forms shall be cleaned. Forms shall be thoroughly wetted or oiled. 1 4.Concrete shall be handled from ready mix truck to form in such a way as to prevent separation of materials. 5.Electric or gas driven vibrator shall be used to effectively place concrete. Care must be taken not to over vibrate the concrete so as to cause separation of materials. ' B. INTERIOR SLABS ON GRADE: 1.Install rock base course per Section 02200. 2.Install vapor barrier with joints lapped and sealed per manufacturers written instructions. 3.Lay out locations of construction joints and gain approval by the Architect. 4.Float, power trowel and steel trowel floor slabs to a smooth, dense, thoroughly condensed, hard surface. 5.Immediately after finishing, spray apply curing compound per manufacturer's recommendations. Verify that curing compound is compatable with adhesives to be used in application of additional floor coverings. 6.Cover slab with burlap or other water retaining fabric I and maintain slab continuously wet for 7 days. C. EXTERIOR SLABS ON GRADE: 1.Install rock base course per Section 02200. 2.Install expansion joints as detailed and to match existing. 3.Float, steel trowel and give slabs broom finish to match existing walks. 4.Immediately after finishing, spray apply curing compound per manufacturer's recommendations. 5.Cover slab with burlap or other water retaining fabric ' and maintain slab continuously wet for 7 days. End of Section I I I I r DIVISION 5 - METALS 35 METAL FABRICATIONS ' PART 1 GENERAL SECTION 05500 1 1.1 DESCRIPTION Work of this section includes all work necessary to fabricate and install metal handrails at exterior stairs and ramps. For structural steel fabrications see structural drawings. 1.2 SUBMITTALS 1 Submit shop drawings in accordance with Section 01300 and Art. 3.12 of the General Conditions. Shop Drawings shall indicate sizes, lengths and finishes for each fabrication. Shop Drawings shall be submitted for Architects approval prior to ordering material. PART 2 PRODUCTS t 2.1 MATERIALS Pli A. PIPE: Standard ASTM A -53, Grade B PART 3 EXECUTION 3.1 FABRICATION A. Fabricate to shapes and dimensions as shown on drawings. B. Weld all permanent connections and grind welds smooth. C. Hot dip galvanize after fabrication. End of Section I I I 11 I I II 36 DIVISION 6 - WOOD AND PLASTICS II FASTENERS AND SUPPORTS SECTION 06050 PART 1 GENERAL 1 1.1 DESCRIPTION I ork of this section includes all rough hardware. PART 2 PRODUCTS II 2.1 MATERIALS A. BOLTS: I Conform to ASTM 307. B. FRAMING ANCHORS: I Simpson C. NAILS SPIKES AND SCREWS: As shown on drawings or required by UBC, whichever is II greater. PART 3 EXECUTION 1 3.1 INSTALLATION A. Install as shown on drawings. II B. Washers shall be provided under bolt heads in contact with wood. II C. Lag bolts shall be turned tight with a wrench, not driven. II End of Section I II I II II I/ ROUGH CARPENTRY 37 SECTION 06100 PART 1 GENERAL 1.1 DESCRIPTION I Related Work Specified Elsewhere: Concrete Forms, Section 03100 Prefabricated Structural Wood, Section 06170 ' Finish Carpentry, Section 06200 1.2 QUALITY ASSURANCE A. Pressure treating of lumber (all lumber in contact with concrete) shall be with Environmental Protection Agency approved materials, in accordance with American Wood Preserver's Association recommendations. All members shall be grade stamped with the American Wood Preservers Quality Mark. B. All sawn lumber shall conform to the most recent grading rules of the Western Wood Products Association and shall be gradestamped by an agency certified by the Board of ' Review of the American Lumber Standards Committee. C. All plywood shall conform to American Plywood Association grading rules and each piece shall bear a grade trademark. 1.2 STORAGE AND PROTECTION A. Protect lumber from weather. Provide temporary closure of windows and doors with plastic to protect from rain and weather. B. Store solid sawn beams crown down. Cover with plastic sheeting to control drying. PART 2 PRODUCTS 2.1 MATERIALS A. STUDS : 2x4, Douglas Fir, Stud, S -Dry 2X6 and larger, Douglas Fir #2, S -Dry B. POSTS, BEAMS AND STRINGERS, 4X4 AND LARGER: Douglas Fir, #1, S -Dry C. STRUCTURAL JOISTS AND RAFTERS: Douglas Fir, #2 & Better, S -Dry I D. BRIDGING BLOCKING: Douglas Fir or Hem Fir, #3, S -Green I/ I 1 38 E. WALL AND ROOF SHEATHING: ' APA rated sheathing, Exposure 1, conforming to APA performance standard PS1 -63 and to ICBO NER -108. See drawings for required thickness and span rating ' PART 3 EXECUTION 3.1 INSTALLATION i A. STUDS, JOISTS, BRIDGING, BLOCKING, ETC.: Carefully lay out , cut and fit all work. Secure with sufficient fasteners to insure rigidity and as detailed. Beams, joists and rafters set "crown" up. Cross bridge at all spans over 8'- 0 ". Fire block all walls at midpoint, solid blocking over bearing. B. ROOF AND WALL SHEATHING: Lay in full sheets with long dimension perpendicular to roof joists. Install wall sheathing as shown on shear wall schedule. Minimum nailing shall be as shown on drawings. 11 End of Section I I I I II I 39 PREFABRICATED STRUCTURAL WOOD SECTION 06170 PART 1 GENERAL II 1.1 QUALITY ASSURANCE I A. PARALLEL STRAND LUMBER MEMBERS: Shall comply with ICBO ER4979. 11 B. MANUFACTURED TRUSSES: Shall be designed and manufactured in conformance with the standards of the Truss Plate Institute. II 1.2 DESIGN CRITERIA A. MANUFACTURED TRUSSES: II Members shall be designed to withstand actual dead loads and 25 PSF basic snow load, including drift, as well as any concentrated loading as shown on the drawings. II Design shall be by an engineer registered to practice in the State of Oregon and design drawings and calculations shall bear that engineer's stamp. Field verify all roof slopes, wall plate heights and eave outrigger details I prior to design of new trusses. See structural notes on drawings for additional requirements. I 1.3 SUBMITTALS A. PARALLEL STRAND LUMBER MEMBERS: Submit Shop Drawings in accordance with Section 01300 II and Art. 3.12 of the General Conditions. Shop Drawings shall indicate sizes, lengths and fabrications for each member. Shop Drawings shall be submitted for Architects II approval prior to ordering material. B. MANUFACTURED TRUSSES: II Submit Shop Drawings in accordance with Section 01300 and Art. 3.12 of the General Conditions. Shop Drawings shall indicate, spacings of truss members, lengths, heights, connection and fastening details and shall I include all lateral bracing and blocking and stress analysis. Shop Drawings shall be submitted for Architects approval prior to fabrication. After approval II by the Architect, submit to the City of Tigard Building Department and secure their approval. I PART 2 PRODUCTS 2.1 MATERIAL IA. PARALLEL STRAND LUMBER MEMBERS: Members shall be made of wood strands structurally bonded together in a microwave process to make large II cross section beams. Truss Joist Corporation, 2.0E Parallam. II I 40 B. MANUFACTURED TRUSSES: Composite truss members consisting of sawn lumber top, ' bottom and diagonal intermediate members with steel plate connectors. PART 3 EXECUTION 3.1 INSTALLATION A. MANUFACTURED TRUSSES: 1.Store members in an upright position. 2.Provide blocking and bracing as required. 3.Joist manufacturer shall inspect all joists after they have been erected and sheathing, bridging and blocking has been installed. Manufacturer shall submit ' certificate to Architect that inspection was made and that joists are in acceptable condition and meet with the manufacturers design and installation requirements. ' End of Section i I I I t FINISH CARPENTRY 41 SECTION 06200 PART 1 GENERAL 1.1 DESCRIPTION A. Related work Specified Elsewhere: Preformed siding, Section 07400 Exposed posts and beams, Section 06100 ' B. Work of this section shall include all labor and materials required for installation of wood siding trim and fascias. 1.2 QUALITY ASSURANCE All finish lumber shall conform to the most recent grading rules of the Western Wood Products Association. All material shall be seasoned dry prior to installation. ' PART 2 PRODUCTS 2.1 MATERIALS A. FASCIA, EXTERIOR WINDOW AND SIDING TRIM: Western Red Cedar, 2 X Material, C & Better, with resawn face, S -Dry. i PART 3 EXECUTION ' 3.1 INSTALLATION C. FASCIA, EXTERIOR WINDOW AND SIDING TRIM: 1.Match size and installation of existing fascias. 2.Install window trim square with building and fit neatly to frames. 3.Install siding trim over preformed siding ends as shown on the drawings. 4.Blind nail where possible, with galvanized nails. D. INTERIOR DOOR TRIM: Match existing details. E. EAVE OUTRIGGERS: Install as detailed and to match existing. F. EAVE DECKING: ' Apply to top of outriggers to match existing installation. End of Section I II II 42 DIVISION 7 - THERMAL AND MOISTURE PROTECTION DAMPPROOFING t SECTION 07150 PART 1 GENERAL I 1.1 DESCRIPTION A. Related Work Specified Elsewhere: I Vapor barrier under concrete slabs, Section 03300. Roofing, Sections 07300 and 07500. B. Work of this section shall include all exterior applied II wall moisture barriers. PART 2 PRODUCTS II 2.1 MATERIALS II A. BULIDING PAPER: High density, vapor permiable, polyethylene sheeting. DuPont "Tyvek ". I PART 3 EXECUTION 3.1 INSTALLATION II A. BUILDING PAPER: Install at all new exterior wall sheathing per manufacturers written instructions. II End of Section II II I II I 11 I I II I 43 INSULATION SECTION 07200 PART 1 GENERAL I 1.1 DESCRIPTION I Work of this section shall include all labor and material required for installation of insulation and vapor barriers. I 1.2 QUALITY ASSURANCE Apply all insulation per requirements of Chapter 53, II U.B.C. and per manufacturers recommendations. Materials shall meet flame spread ratings as set forth in UBC. I PART 2 PRODUCTS 2.1 MATERIALS I A. ROOF: Mineral or glass wool, vapor barrier one side, with an installed resistance of R -19. I B. WALLS: Mineral or glass wool, one side vapor barrier, with an I installed resistance of R -13. C. VAPOR BARRIER /HOLDER SYSTEM: T -Foil, type TC 3307, Fire Spread 25, Class 1, II combination vapor barrier and insulation holder system. PART 3 EXECUTION I 3.1 INSTALLATION IA. ROOF AND WALLS: Place batts tight within joist and stud spaces. Apply vapor barrier on room edge of studs and joists being carefull to avoid tears and holes. Seal around all II penetrations with duct tape. B. VAPOR BARRIER /HOLDER SYSTEM: I In locations as shown on the drawings, attach the holder assembly to the bottom member of the roof structure, per manufacturers written instructions, to provide a minimum I of 1 1/2" clear air space above the insulation for venting. End Of Section II I ' 44 COMPOSITION ROOFING SECTION 07300 PART 1 GENERAL 1.1 DESCRIPTION 11 A. Related Work Specified Elsewhere: Flashing and sheet metal, Section 07600. B. Work of this section shall include supply and installation of roofing materials, vents, nails and other materials required for a complete installation. 1.2 QUALITY ASSURANCE ' A. Roofing installer is responsible for the acceptability of the roof deck and shall verify same prior to beginning. Notify Contractor of unseated or protruding surfaces, nails, fasteners, etc. for correction prior to beginning roofing installation. PART 2 PRODUCTS 2.1 MATERIALS A. ASPHALT SHINGLES: Underwriters Laboratory Class A and Wind Resistence rated. Glass fiber, composition shingles, not less than ' 280 lbs. per square, mineral surfaced, self sealing, 30 year limited warranty. Manufacturer, style and color shall match existing (Pabco Premier 30, field verify). B. ROOFING UNDERLAYMENT: #15 asphalt saturated felt. ' C. RIDGE VENT: Airvent Corp., Shinglevent II, 12" width. D. EAVE VENTS: Round, louvered, aluminum, drill -in type vents, to match existing. PART 3 EXECUTION 3.1 INSTALLATION ' Apply vents, underlayment, shingles and flashing as shown on drawings, to match existing, in accordance with manufacturer's written instructions and per UBC Chapter 15 ' fire retarant roofing requirements. End of Section 1 t 45 PREFORMED SIDING SECTION 07400 PART 1 GENERAL 1.1 DESCRIPTION A. Related Work Specified Elsewhere: Building paper, Section 07150 Flashing and sheet metal, Section 07600. B. Work of this section shall include supply l and installation of siding materials, nails and other materials required for a complete installation. 1.2 QUALITY ASSURANCE A. Siding installer is responsible for the acceptability of the wall sheathing and shall verify same prior to beginning. Notify Contractor of unseated or protruding surfaces, nails, fasteners, etc. for correction prior to beginning siding installation. PART 2 PRODUCTS 2.1 MATERIALS r A. SIDING: Non - asbestos fiber - cement siding to comply with ASTM Standard Specification Cl, Grade II, Type A, Hardiplank. Surface pattern similar to existing wood siding, verify material dimension to allow exposure to match existing siding. PART 3 EXECUTION 3.1 INSTALLATION Apply siding with corrosion resistant fasteners per manufacturer's written instructions. Match existing siding exposure. End of Section I I I 1 I 46 MEMBRANE ROOFING SECTION 07500 PART 1 GENERAL 1.1 DESCRIPTION A. Related Work Specified Elsewhere: Flashing and sheet metal, Section 07600. B. Work of this section shall include supply and installation of roofing materials, base sheet, roof board fasteners and other materials required for a complete installation. 1.2 QUALITY ASSURANCE A. Roofing installer is responsible for the acceptability of the roof deck and shall verify same prior to beginning. Notify Contractor of unseated or protruding surfaces, nails, fasteners, etc. for correction prior to beginning roofing installation. PART 2 PRODUCTS 1 2.1 MATERIALS A. EPDM ROOFING SYSTEM: Class 1 rated, fully adhered, 60 mil, EPDM roofing system, Firestone Rubbergard. B. ROOF BOARD: Class 1, 1/2" thick, glass mat faced gypsum board panels, Georgia- Pacific Dens -Deck. PART 3 EXECUTION 3.1 INSTALLATION Apply roof board and EPDM roofing system in accordance with manufacturer's written instructions and per UBC Chapter 15 fire retarant roofing requirements. � End of Section I I 11 I 11 I 47 FLASHING AND SHEET METAL SECTION 07600 PART 1 GENERAL 1.1 DESCRIPTION Work of this section includes all labor and material required to install flashings, roof drains and downspouts. 1/ Form to sizes and shapes to match existing installation. PART 2 PRODUCTS 1/ 2.1 MATERIAL A. ROOF GUTTERS AND DOWNSPOUTS: 24 ga. prefinished galvanized iron in profiles and sizes to match existing ( Stainless steel at roof scupper and leader box only ) . Finish shall be primer type, ready to accept field painting. B. FLASHINGS: 26 ga. prefinished galvanized iron in profiles and sizes to match existing. PART 3 EXECUTION 3.1 INSTALLATION Verify size, shape profile and anchorage of existing downspouts and roof flashings and match new to existing. Make downspouts in single piece, full height sections, except where offsets required. Where new and existing meet, do all necessary cutting and fitting, make all seams water tight. End of Section I I I I 1 11 I 48 ROOF ACCESSORIES SECTION 07700 L PART 1 GENERAL 1.1 DESCRIPTION Work of this section includes all labor and material required to install skylights. PART 2 PRODUCTS 2.1 MATERIAL A. SKYLIGHTS: Fixed, fiberglass framed, self flashing, clear over I, white double domed, acrylic skylight units, 48" X 96 ", Bristolite AS -SF -2. PART 3 EXECUTION 3.1 INSTALLATION Locate where shown on the drawings and install per manufacturer's written instructions. End of Section I I/ I I I r I I i 49 JOINT SEALANTS SECTION 07900 PART 1 GENERAL 1.1 QUALITY CONTROL I/ Deliver to job in manufacturer's original, unopened, dated containers. I/ PART 2 PRODUCTS 2.1 MATERIALS A. PRIMER: As recommended by manufacturer for each product. B. CAULKING: One component, polyurethane sealant, Vulkem. PART 3 EXECUTION 3.1 APPLICATION A. Clean all surfaces and prime per manufacturer's recommendations. B. Caulk with pressure gun in straight, clean joint. End of Section 11 I I I I/ I I 1 I II 50 DIVISION 8 - DOORS AND WINDOWS 11 METAL DOORS AND FRAMES SECTION 08100 PART 1 GENERAL I 1.1 QUALITY ASSURANCE Doors and frames indicated on the drawings as fire rated I shall be manufactured to U.L. Standards and carry the U.L. Label. I 1.2 SUBMITTALS Submit Shop Drawings in accordance with Section 01300 and Art. 3.12 of the General Conditions. Shop Drawings shall show all sizes, materials, fabrication dimensions and finishes. II PART 2 PRODUCTS 2.1 MATERIALS 11 A. HOLLOW METAL DOORS: Custom, full flush metal doors with 18 ga. face sheets. Glazing stops to be square steel. Doors shall be 4 insulated core type, fire rated as shown on drawings shall carry appropriate UL label. Exterior doors shall be certified according to ASTM E283 for max. 11 cfm per I foot of door crack. Ceco, Curries, Amweld, Republic, Steelcraft. Other manufacturers must be approved by Architect prior to submitting bid. I/ B. HOLLOW METAL DOOR AND RELITE FRAMES: One piece, 16 ga., size as shown on drawings, Glazing stops to be square steel, from same manufacturer as door M above, fire rated as shown on drawings shall carry appropriate UL label. II C. ROLL UP COUNTER DOOR: Push -up type, galvanized steel, 22 ga. slats and 24 ga. hood, thumb turn lock at bottom bar, factory prime coated, Cookson type CD 10 -1. il PART 3 EXECUTION II 3.1 MANUFACTURE A. Modification of metal frames, if required, to be done by I/ shop experienced in doing such work. All parts to be assembled and prime coated before delivery to the job. All corners shall be welded and ground smooth. 11 II I 1 51 B. Manufacturer to provide backing and cut -outs for all hardware from templates furnished by the finish hardware supplier. C. Counter door shall be installed by manufacturer. Adjust as required for smooth operation. End of Section I I I 1/ I 1 S I 1 I I I I I 52 WOOD DOORS SECTION 08200 11 PART 1 GENERAL 1.1 QUALITY ASSURANCE IA. Doors shall meet or exceed National Woodwork Manufacturers Association Industry Standard 1.S. 1 -78 and Architectural Woodwork Institute Standards. B. Glazing in doors shall be installed by the door manufacturer utilizing stops to match existing doors. 1.2 SUBMITTALS Submit Shop Drawings in accordance with Section 01300 and Art. 3.12 of the General Conditions. Shop Drawings shall show all sizes, materials, fabrication dimension and finishes. PART 2 PRODUCTS 2.1 MATERIALS 11 A. DOORS: Solid core doors, AWI Spec. Symbol PC, Premium Grade, 1 Type II glue, faces to match existing specie and veneer cut. 11 PART 3 EXECUTION 3.1 INSTALLATION A. Manufacturer to provide backing and cut -outs for all hardware from templates furnished by the finish hardware supplier. B. Deliver to site wrapped and protected from moisture. Warped or twisted doors shall be rejected. C. Finish doors, as hereinafter specified, immediately after delivery. 11 D. Protect doors during balance of construction. End of Section $ I 1 I 11 53 VINYL WINDOWS SECTION 08600 PART1 GENERAL 1.1 DESCRIPTION 11 Work of this section shall include all labor and materials required for installation of pre - glazed exterior window units. 1.2 QUALITY ASSURANCE Vinyl window units shall be manufactured to meet the standards of AAMA specification 101 -93 and shall bear an AAMA label indicating compliance for a class R -20 rating. Windows shall be tested, certified and labeled with U- values in accordance with NFRC 100 -91 specifications for thermal transmittance. Windows shall be tested and certified to CMBSO /CAWM 301 -90 specifications for Forced Entry. 1.3 SUBMITTALS Submit Shop Drawings in accordance with Section 01300 and Article 3.12 of the General Conditions. Shop Drawings shall include manufacturer's specifications, recommendations and standard details including fabrication, finishing, hardware and other components of I the work. Submit elevations of all units including rough opening sizes, finishes, accessories and glazing type. PART 2 PRODUCTS 2.1 MATERIALS Extruded, high impact resistant, AAMA 303 -93 specification polyvinylchloride, fixed window assemblies with nail -on fin, extruded vinyl glazing bead„ 3/4" thick, argon filled, low -E, clear insulating glass units with maximum U- factor of 0.54 and brown wrap exterior finish. Thermastar by Pella, Series 10.. PART 3 EXECUTION 3.1 INSTALLATION A. Install per manufacturer's written instructions to provide a warp free installation. 1/ B. Protect from finish work and painting until all have been completed. End of Section $ I 54 HARDWARE SECTION 08700 PART 1 GENERAL 1.1 DESCRIPTION A. Work under this section shall include all hardware required for proper operation, fastening and locking of movable parts shown on the drawings whether or not specifically listed on the hardware schedule. 1.2 QUALITY ASSURANCE A. Verify anchorage for all items and furnish proper fastening for heavy use. 11 B. Furnish templates as required for all hardware items. C. Wrap each item separately and label for each opening. 11 D. Key all openings to existing master key system as directed by Owner. 1.3 SUBMITTALS Submit Shop Drawings in accordance with Section 01300 and Art. 3.12 of the General Conditions. Shop Drawings shall include a complete vertical schedule listing each opening, door size, hand, frame material and door label. State keying, material, finish and manufacturers number for each item. Do not deliver hardware until Architect's approval has been obtained. PART 2 PRODUCTS 2.1 MATERIALS A. MANUFACTURERS: Butts Hager Locks, latches & cylinders Schlage Indicators Falcon Closers Norton Exit devices Corbin Kickplates Hager Stops Glynn- Johnson, Hager Thresholds & Weatherstrip National Guard 11 Filler plates Don -Jo 1/ I I l II 55 B. HARDWARE SCHEDULE: II Doors No. 1, 3 Type 1 6 butts BB1279 4.5 x 4.5 NRP 612HAG 11 -1 exit device ED5400 X T1335 (Active) 612COR 1 exit device ED5400 X T1350 (Inactive) 612COR 1 cylinder 20 -022C 612SCH II 2 closers CLP7500T 691NOR 2 kick plates 194S 8" X 35" 612HAG 1 threshold 653 X 72" AlumNGP 2 door sweep 200S X 36" Brz.NGP II 1 set gasket PF183 72" X 80" Brz.NGP 1 set astragal B606 X 84" Brz.NGP I Doors No. 2, 4 Type 2 6 butts BB1279 4.5 x 4.5 NRP 639HAG 11 -2 exit device ED5400 X T1350 612COR 2 closer CLP7500T 691NOR 2 kick plate 1945 8" x 35" 612HAG 1 threshold 653 X 72" AlumNGP II 1 door bottom sweep 200S 36" Brz.NGP 1 set gasket PF183 72" X 80" Brz.NGP 1 set astragal B606 X 84" Brz.NGP II Door No. 5, 6 Type 3 I/ 6 butts BBK1279 4.5 x 4.5 NRP 639HAG - 2 exit device ED5400 EO 612COR 2 closer CLP7500T 691NOR 2 kickplate 194S 8" x 34" 612HAG I 1 threshold 653 x 72" AlumNGP 1 door sweep 200S X 36" Brz.NGP 1 set gasket PF183 72" X 80" Brz.NGP 11 1 set astragal B606 X 84" Brz.NGP Door No. 7, 8 Type 4 I ^ 3 butts BB1279 4.5 x 4.5 NRP 639HAG 1 exit device ED5200 EO 612COR --1 closer CLP7500 691NOR II 1 threshold 653 X 36" AlumNGP 2 door sweep 200S X 36" BrzNGP 1 set gasketing PF 183 36" X 80" BrzNGP I I II I t II 56 Door No. 910 Type 5 II 6 butts BB1279 4.5 x 4.5 639HAG 2 closer CLP7500T 691N0R 2 push plate 30S 4" X 16" 612HAG II 2 pull plate 33E 4" X 16" 612HAG 2 kickplate 194S 8" x 35" 612HAG il Door No. 11, 14 Type 6 3 butts BB1279 4.5 x 4.5 639HAG II 1 passage set ND10S Spa 612SCH 1 overhead stop 454S 612GLY Door No. 15 Type 7 II 3 butts BB1279 4.5 x 4.5 639HAG 1 passage set ND1OS Spa 612SCH II 1 wall stop 236W 612HAG Door No. 13 Type 8 11 3 butts BB1279 4.5 x 4.5 639HAG 1 entrance lock ND63PD Spa 612SCH 1 wall stop 236W 612HAG 11 Door No. 12 Type 9 11 3 butts BB1279 4.5 x 4.5 639HAG 1 entrance lock ND53PD Spa 612SCH 1 overhead stop 454S 612GLY 11 Door No. 19, 20, 24 Type 10 Hardware by door manufacturer 1 Door No. 17, 18 Type 11 II 3 butts B81279 4.5 x 4.5 639HAG 1 passage set ND1OS Spa 612SCH 1 indicator D871K 613FAL 1 wall stop 236W 612HAG II 2 kickplates 194S 8" X 34" 612HAG Door No. 27 Type 12 II 3 butts BB1279 4.5 x4.5 639HAG 1 push plate 30S 4 �� X 16 �� 612HAG I/ 1 pull plate 33E 4" X 16" 612HAG 1 closer 7500 691N0R 1 wall stop 236W 612HAG 1 kick plate 194S 8" X 34" 612HAG 11 11 II II 57 Door No. 29 Type 13 11 3 butts BB1279 4.5 x 4.5 NRP ND80PD Spa 639HAG 1 storeroom lock 612SCH 1 set gasket PF183 (2) 36" X 80" BRZNGP 11 Door No. 16 Type 14 1 entrance lock ND53PD Spa 612SCH I Balance of hardware existing Door No. 23 Type 15 II 3 butts BB1279 4.5 x 4.5 639HAG 1 entrance lock ND53PD Spa 612SCH 1 floor stop 243F 612HAG Door No. 25, 26 Type 16 II 1 filler plate EF -161 PCDON 1 filler plate FS- 260 -PC PCDON PART 3 EXECUTION 3.1 INSTALLATION II A. Supply hardware for installation by others as required. B. Adjust hardware for smooth operation. C. Set all thresholds in caulking. I End of Section 11 11 II II 11 II II I/ I I GLAZING 58 SECTION 08800 PART 1 GENERAL 1.1 DESCRIPTION 1/ Related work specified elsewhere: Exterior window glazing, section 08600. 1.2 QUALITY ASSURANCE Provide tempered or laminated safety glass where required by UBC or Federal regulations. PART 2 PRODUCTS 2.1 MATERIALS A. INTERIOR DOOR AND RELITE GLASS: 11 1/4" tempered or laminated safety plate glass, Libby - Owen -Ford, Mississippi, Pittsburgh. B. EXTERIOR DOOR GLASS: 1/4" tempered or laminated safety plate glass, Libby - Owen -Ford, Mississippi, Pittsburgh. C. INTERIOR GLAZING AT WALL BETWEEN ROOMS 104 & 105: 1/4" plate glass, Libby- Owen -Ford, Mississippi, Pittsburgh. D. MIRRORS: 1/4" plate glass mirror with satin finished aluminum frame. US Aluminum. E. GLAZING COMPOUND: Non - hardening glazing compound as recommended by the 11 manufacturer for the condition of installation. PART 3 EXECUTION 3.1 INSTALLATION A. Size glazing thickness per UBC Table 54 -A. B. Cut glass to fit opening with even clearance all around. At least 1/4" of glass to be concealed on all edges. Allow space for expansion of glass. ' C. After glazing is complete, clean excess putty from glass and surrounding materials. End of Section I I 1 59 DIVISION 9 - FINISHES GYPSUM WALLBOARD SECTION 09250 PART 1 GENERAL 1.1 QUALITY ASSURANCE A. All materials shall be of the same manufacturer. B. All material shall be applied according to UBC requirements and written recommendations of the U.S. Gypsum "Gypsum Construction Handbook ". i PART 2 PRODUCTS 2.1 MATERIALS A. GYPSUM BOARD: I 5/8" B. JOINT FINISHING SYSTEM: Perf -A -Tape C. METAL TRIM: USG at all outside corners. D. SCREWS: Type W screws, length as recommended by manufacturer and 11 as approved by UBC. E. ACOUSTICAL CAULKING: USG "Acoustical Sealant ". PART 3 EXECUTION 3.1 INSTALLATION I/ A. WALLS AND CEILINGS : 1.Caulk top and bottom plates, corners and penetrations per manufacturer's written instructions, for control of sound transmission. 2.Screw apply per gypsum board manufacturer's written instructions. Framing clips allowed at corners. 3.Tape and cover all joints to provide a smooth even surface. I I/ I I 60 4.Finish surface joint free and smooth, apply texture to 1 match existing. 5.Provide temporary heat as recommended by manufacturer for proper drying of joint finishing compound. 11 End of Section I I I 11 I 1 I 11 11 1 I I 1 i 11 ACOUSTICAL TREATMENT 61 SECTION 09500 11 PART 1 GENERAL 1.1 DESCRIPTION 11 Work of this section shall include all materials and labor required for installation of acoustical wall treatment and suspended acoustical tile ceilings, as shown on the drawings. Labor for fabrication of the wall panels may be provided by the Owner, see Alternate 2. I/ 1.2 SUBMITTALS Submit samples for approval by Architect in accordance with Section 01300 and Art. 3.12 of the General Conditions. Samples are color and pattern selection by the Architect. PART 2 PRODUCTS 2.1 MATERIALS A. INSULATION BOARD: 41/ 1 1/2" thick, semi - rigid, 6.0 PCF, fiberglass sound deadening board, Owens Corning Fiberglas 700 series. B. WOOD FRAME: Douglas fir, 2 X 2 C. FABRIC COVERING: 11 Polyesther woven fabric, Class 1 flame spread, Guilford of Maine FR 701, style 2100. 11 D. ACOUSTICAL CEILING TILE: Armstrong Designer Second Look II, 24" X 48" X 3/4 ", Class A, flame spread 25 or less. E. GRID SYSTEM: 15/16" face, exposed tee system, Armstrong Prelude XL. PART 3 EXECUTION 3.1 INSTALLATION A. ACOUSTICAL WALL TREATMENT: Fabricate frames to fit shapes and layout pattern as shown on the drawings. Cut sound insulation to fit tight within frames. I/ I I I 62 Stretch fabric over face of frame and staple to sides of frames. Install panels with finish nails using care not to damage fabric facing. I B. SUSPENDED ACOUSTICAL TILE CEILING: Inspect space to determine that moisture conditions are in conformance with manufacturer's recommendations. Install grid system with balanced border widths, in I accordance with the manufacturer's written instructions for seismic braced installation. Install ceiling panels and leave in clean condition with I/ no damaged panels. End of Section I I I I I I I I 1 1 I I 1 63 RESILIENT FLOORING SECTION 09650 PART 1 GENERAL 1.1 SUBMITTALS Submit samples for approval by Architect in accordance with Section 01300 and Art. 3.12 of the General Conditions. Samples are color and pattern selection by the Architect. 1.2 QUALITY ASSURANCE Examine all floors before beginning installation to assure proper base for application. Once floor has been laid, this contractor is responsible. PART 2 PRODUCTS 11 2.1 MATERIALS A. SHEET VINYL: Armstrong Vinyl Connection Corlon, Class 1, smoke density less than 450, color and pattern as selected by Architect. I B. VINYL COMPOSITION TILE: 12" x 12" x 1/8" with pattern running completely through tile, color and pattern as selected by Architect. Armstrong Standard Excelon. C. RUBBER BASE: 6" topset cove base at toilet rooms, 4" elsewhere, color as selected by Architect. Roppe. D. ADHESIVES: Water resistant type as recommended by manufacturer. PART 3 EXECUTION 3.1 INSTALLATION A. Patch minor imperfections and report any major ones to Architect. B. Do not lay flooring when room temperature is below 70 degrees F. I C. Clean and buff flooring as recommended by manufacturer. End of Section I $ I I CARPET 64 SECTION 09680 PART 1 GENERAL 1.1 DESCRIPTION I Work of this section shall include all labor and materials required for a complete installation of carpet at areas designated on the plans. All tack strips, edge treatments, transitions, etc. that are required are to be provided as part of this work. I 1.2 SUBMITTALS Submit samples for approval by Architect in accordance with Section 01300 and Art. 3.12 of the General Conditions. PART 2 PRODUCTS 2.1 MATERIALS A. CARPET : 26 oz. nylon pile, Class 1, smoke density less than 450, ADA compliant for Accessible Routes, Patcraft Commercial Carpet Splash!, color as selected by Architect. /I/ B. ADHESIVES: Water resistant type as recommended by manufacturer. PART 3 EXECUTION 3.1 INSTALLATION A. Contractor shall verify all dimensions relating to this project. He is solely responsible for yardage required, color match and the "fit" of the carpet. B. Examine all floors before beginning installation to assure proper base for installation. Bring deficiencies to the attention of the General Contractor for correction prior to proceeding with installation. Once floor has been laid, this contractor is responsible. C. All carpet shall be installed by experienced layers under competent supervision. '! D. Install using direct glue down system throughout. End of Section I/ I I/ 11 I PAINTING 65 SECTION 09900 PART 1 GENERAL 1.1 SUBMITTALS 11 Submit color samples per Section 01300 and Art. 3.12 of the General Conditions. Samples are to indicate conformance with the material selections listed in the Color and Material Selection Schedule, which will follow. Gain approval by the Architect prior to ordering materials for application. I/ Prepare sample panels and submit for approval by Architect. Secure samples of actual materials being used and submit finish samples. Work to match approved colors and samples. PART 2 PRODUCTS ' 2.1 MATERIALS A. EXTERIOR PAINT: 100% acrylic latex exterior grade paint. Rodda, Miller, Benjamin Moore, Pittsburgh. I/ B. INTERIOR PAINT AT GYPSUM BOARD WALLS AND CEILINGS: Acrylic latex, interior grade paint, satin gloss. Rodda, Miller, Benjamin Moore, Pittsburgh. 11 C. INTERIOR PAINT AT METAL DOORS AND FRAMES: 100% acrylic latex interior grade enamel, eggshell gloss. Rodda, Miller, Benjamin Moore, Pittsburgh. D. INTERIOR ENAMEL: Vinyl acrylic interior grade enamel. Rodda, Miller, 11 Benjamin Moore, Pittsburgh. E. INTERIOR STAIN: Oil based pigmented stain. Rodda, Miller, Pittsburgh. F. INTERIOR POLYURETHANE: Polyurethane varnish. Varathane, Rodda, Miller. PART 3 EXECUTION 3.1 WORKMANSHIP A. This contractor shall examine all surfaces to recieve I/ finish, prior to beginning application, to assure their acceptability to receive finish. Notify Architect if any area is unacceptable. I I/ I 1 66 B. Care shall be taken to protect all surfaces not recieving 11 finish or which have already been finished. C. All surfaces shall be sanded, puttied and dry before application of finish. D. All painting shall be done by brush or roller unless authorized in writing by the Architect. I/ E. All edges of doors shall receive finish. If this is not done, the painting contractor will be held responsible for 11 door guarantee against warpage. F. Apply all finishes in accordance with manufacturer's written instructions. 3.2 APPLICATION A. EXTERIOR PAINT AT WOOD SURFACES: 1.Clean, scrape and wire brush wood surfaces as required for a smooth even finish. 2.One coat acrylic latex primer. 3.One coat acrylic latex paint, gloss to match existing B. EXTERIOR PAINT AT GALVANIZED METAL SURFACES: I/ 1.Clean oils from surface. 2.Etch with Galv -A -Prep and rinse thoroughly. 3.One coat flat base acrylic latex primer. 4.Two coats acrylic latex paint, gloss to match existing. C. INTERIOR PAINT AT GYPSUM BOARD (Designated "PNT "): 1.One coat polyvinylacetate primer. I/ 2.Two coats acrylic latex paint. D. INTERIOR ENAMEL AT GYPSUM BOARD: 11 1.One coat enamel primer. 2.Two coats vinyl acrylic paint. E. PAINT AT METAL DOORS AND FRAMES (Designated "PNT "): 1.One coat acrylic latex primer. 2.Two coats acrylic latex paint. ' F. INTERIOR STAIN AND URETHANE (Designated "ST "): 1.Fine sand new wood surfaces. 2.One coat pigmented stain. 11 3.One coat new wood filler sealer. 4.Two coats polyurethane varnish sanded between coats, gloss to match existing. I/ 11 I/ i 67 WALL COVERINGS SECTION 09950 PART 1 GENERAL 1.1 DESCRIPTION Work of this section shall include all labor and materials as required for application of vinyl wall coverings. I/ 1.2 SUBMITTALS Submit samples for color selection by the Architect, in accordance with section 01300 and Art. 3.12 of the General Conditions. PART 2 PRODUCTS 2.1 MATERIALS A. VINYL WALL COVERING: Vinyl covered fabric wall covering, Class A fire rated, Genon Lattice Weave, Imperial Plexus, Lanark Cumulus, or approved equal, pattern and color as selected by the Architect. B. ADHESIVE: Type made by or recommended by vinyl manufacturer. PART 3 EXECUTION 3.1 INSTALLATION Examine all walls prior to installation to assure proper I/ base for application. Install per manufacturer's reccomendations. Finish appearance shall be without raw edges, open seams, wrinkles, blisters or other imperfections. Clean adhesive off of vinyl and surrounding surfaces. End of Section 11 I I/ I 1 i 68 SPECIALTIES - DIVISION 10 11 COMPARTMENTS AND CUBICLES SECTION 10150 PART 1 GENERAL 1 1.1 SUBMITTALS Submit shop drawings in accordance with section 01300 and article 3.12 of the General Conditions. Submittals shall include plans and elevations indicating wall panel and door widths, heights, connections, reinforcing points and accessory locations and manufacturer's literature describing product. Submit color charts for selection by Architect. Submittal I/ shall be made in adequate time to allow for delivery of panels of any color from the manufacturer's selection chart, without delaying project completion. 11 PART 2 PRODUCTS 2.1 MATERIALS A. TOILET PARTITIONS: Floor mounted with head rail, flush cold rolled, stretcher leveled steel, with coat hooks. Baked enamel finish. Fiat "Duro ", Sanymetal "Academy ", Globe "Embassy ", American Standard "Type CS ", Shanahans "Type OB". B. URINAL SCREENS: Post supported, by same manufacturer as toilet partitions. Baked enamel finish. PART 3 EXECUTION 11 3.1 INSTALLATION Install plumb and true to building lines, securely anchored into blocking or other backing, as required to provide a secure installation. 11 I I/ I 11 FIRE ACCESS CABINET 69 SECTION 10520 I/ PART 1 GENERAL 1.1 DESCRIPTION Work of this section includes all labor and material required to install fire department scurity access box. PART 2 PRODUCTS 2.1 MATERIALS 1 "Knox Box" security access system as approved by the Tualatin Valley Fire District, Fire Marshal's Office and per UFC Section 902.4. PART 3 EXECUTION 11 3.1 INSTALLATION Contact Fire Marshal's Office for order form and 11 instructions regarding installation and placement. Install in location as directed by Fire Marshal. End of Section I I/ I/ I I 1 I I I II II 70 TOILET AND BATH ACCESSORIES SECTION 10800 II PART 1 GENERAL 1.1 SUBMITTALS 11 Submit shop drawings in accordance with Section 01300 and Art. 3.12 of the General Conditions. Submittal shall have vertical list of items by room indicating quantities and I/ model numbers. PART 2 PRODUCTS II 2.1 MATERIALS Listed model numbers indicate Bobrick accessories, except I/ baby changing stations, Koala Bear Kare, horizontal style: Unisex Toilet Room 100 II Provide and install: 1 ea grab bar B -6206 X 36" II 1 ea grab bar B -6206 X 42" 1 ea towel dispenser B -262 1 ea seat cover dispenser B -221 1 ea toilet paper dispenser B -288 I/ Install Owner provided: 1 ea soap dispenser li Women's Toilet Room 114 Provide and install: - I/ 1 ea grab bar B -6206 x 36" 1 ea grab bar B6206 x 42" 2 ea towel dispenser B -262 6 ea toilet paper dispenser B -288 6 ea seat cover dispenser B -221 6 ea sanitary napkin disposal B -271 11 1 ea baby changing station Install Owner provided: 1 ea soap dispenser II Kitchen Room 116 II 1 ea towel dispenser B -262 I 1 II I/ I 71 Men's Toilet Room 120 11 Provide and install: 1 ea grab bar B -6206 x 36" 1 ea grab bar B -6206 x 42" 2 ea towel dispenser B -262 2 ea toilet paper dispenser B -288 2 ea seat cover dispenser B -221 I/ 1 ea baby changing station Install Owner provided: 1 ea soap dispenser PART 3 EXECUTION 3.1 INSTALLATION A. Install plumb and true to building lines, anchoring into blocking and other backing as required for a secure installation. B. Mount all accessories at heights for handicapped access per UBC Chapter 11 requirements. End of Section I I I 11 11 I I/ I I I/ 1 72 DIVISION 14 - CONVEYING SYSTEMS 1/ VERTICAL PLATFORM LIFT SECTION 14400 PART 1 GENERAL 1.1 DESCRIPTION Work of this section includes all labor and materials for a complete installation of the vertical platform lift. 1.2 SUBMITTALS Submit shop drawings in accordance with Section 01300 and Art. 3.12 of the General Conditions. Submittal shall I include details showing dimensions, lift components, safety features, installation requirements and power characteristics. PART 2 PRODUCTS 11 2.1 MATERIALS National Wheel -O- Vator, Model BC -60, screw drive lift with top and bottom landing gates. Bottom gate shall be of a height as required to provide platform safety when the lift is in the up position (minimum 42" above the upper landing). Both gates shall have an interlock to prevent opening of the gates unless the lift is at the landing. I/ PART 3 EXECUTION 3.1 INSTALLATION ' A. Installation shall be by a dealer authorized by the lift manufacturer. This dealer shall be responsible for gaining all jurisdictional approvals required for the lift system. B. Unit shall be installed in accordance with the ICC /A117.1, NEC, ASME A18.1 and other State and Local Code requirements. C. Installer shall arrange and pay for any electrical connections required. D. Load and test the lift to assure proper operation. Adjust limit switches for proper leveling of the platform. I I I 73 E. Instruct Owners personnel in operation and safety features of the lift. F. Clean all exposed surfaces and leave system ready for operation. F. Provide any regulatory permits necessary for the operation of the system. End of Section I/ I/ 11 I I I I/ I I I I I I I I/ ' DIVISION 15 - MECHANICAL 74 MECHANICAL GENERAL REQUIREMENTS SECTION 15010 PART 1 GENERAL 1.1 DESCRIPTION 1. Work of this section includes all system design, permitting, labor and materials for a complete and fully 11 operational installation of plumbing system, gas system, heating, ventillation and air conditioning systems and automatic fire sprinkler system to serve the building as shown on the drawings and in compliance with all applicable codes. 2. Bidder is responsible for design, sizing and layout of the 11 systems. Provide accurately scaled drawings, complete energy code compliance forms, submit to permit authorities and pay for and obtain permits for all work involved. 3. In submitting a bid for this work, bidder certifies that system capacity will meet design criteria and codes and that all equipment and labor for installation of their system is included in the submitted bid. 4. Selected bidder shall provide a written warranty for their system, covering all necessary adjustments or repairs, for a time period of one year from the date of final completion of the project. I/ 1.2 SYSTEM REQUIREMENTS 1. PLUMBING I/ A. Provide plumbing systems to include all domestic water, sanitary sewer and other related piping, fixtures and accessories. Scope of work shall begin at a connection point five feet outside of the building. B. Install system as shown on approved permit drawings. C. Above ground domestic water lines shall be Type L hard copper per ASTM B -88. D. Sterilize and flush potable water piping at completion, per AWWA M20. Adjust pressure regulators as required. I/ 11 I I 75 2. GAS A. Provide gas system to include connection to existing service, installation to all equipment and devices requiring gas service, and connection to equipment or appliance. B. Piping shall be black steel, schedule 40, with threaded fittings. Verify pressure with existing system and size piping accordingly. Install a shutoff valve at each connected component. 3. HEATING, VENTILLATION AND AIR CONDITIONING A. Provide calculations of heating equipment sizing using ASHRAE procedures. B. HVAC system shall consist roof mounted gas pack units and attic mounted gas furnaces with cooling coils. 11 Locate thermostats as approved by the Owner. Provide factory curbs at rooftop units. IC. Provide all required electrical connections, regulators, and exhaust flues through the roof. D. Install ducting, diffusers, duct insulation and sound attenuation and connect to equipment as required. E. Test and balance the system and provide Owner with a balancing report indicating compliance with the calculated air flow rates at each diffuser. 4. AUTOMATIC FIRE SPRINKLER A. Provide calculations and sizing of system for Fire Marshal and Owner reviewprior to start of installation. 11 B. Installation shall consist of a complete automatic fire sprinkler system meeting the requirements of NFPA 13 and the local Fire Marshal. C. Systems shall be wet, with antifreeze loop at areas subject to freezing. D. Provide a wall mounted cabinet with spare parts including at least two of each type of sprinkler head ' utilized in the project. E. Obtain all required testing and inspection of the completed system and submit proof of acceptance by the Fire Marshal prior to substantial completion. 1 End of Section I I 1 76 DIVISION 16 - ELECTRICAL I ELECTRICAL GENERAL REQUIREMENTS SECTION 16010 PART 1 GENERAL 1.1 DESCRIPTION 1. Work of this section includes all system design, 11 permitting, labor and materials for a complete and fully operational installation of electrical, smoke detection and alarm systems to serve the building as shown on the drawings and in compliance with all applicable codes. I/ 2. Bidder is responsible for design, sizing and layout of the systems. Provide accurately scaled drawings, complete energy code compliance forms, submit to permit authorities and pay for and obtain permits for all work involved. I 3. In submitting a bid for this work, bidder certifies that system capacity will meet design criteria and codes and that all equipment and labor for installation of their system is included in the submitted bid. 4. Selected bidder shall provide a written warranty for their system, covering all necessary adjustments or repairs, for a time period of one year from the date of final completion of the project. ' 1.2 SYSTEM REQUIREMENTS A. Provide suitable electrical service, light fixtures, outlets and equipment as required for a complete functional building. B. Make connections to equipment installed by others as required to provide appropriate electrical energy. C. Provide and install a complete automatic and manual smoke detection and alarm system meeting the requirements of NFPA 72. D. Obtain all required testing and inspection of the completed system and submit proof of acceptance by the Fire Marshal prior to substantial completion. I/ End of Section 1 I