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Specifications 12/30/2008 14:03 (FAX) P.001/001 r 1 ,e3/0 e- 0•313 / 7/ 64r 11AR 1 i t ,* __, I HOME I THE COMPANY I GENERAL INFO I &,* 0 - i PRODUCTS I INDEX I GLOSSARY I E- COMMERCE I SECTION 4: DRYWALL TYPE 'S' SCRE J GENERAL I PART LIST I APPLICATION INDEX J TROUBLE SHOOT I ULTIMATE TEST VALU ISC � ugle fine MARKER drywall screws part no size qty. /ctn wt. /ctn 30040 6 X 1 10M 31 60 6 X 1 -1/8 10M 35 30080 6 1-1/4 8M 30 30090 6 X 1-1/2 6M 26 30100 6 X 1 -5/8 5M 24 • 30120 6 X 2 3.5M 20 applications: bugle fine 30140 6 X 2 1/4 3M 1 An outstanding 30160 7 X 2 1/2 2.5M 21 Drywall Screw _ available for attaching 36160 8 X 2 -1/2 2.5M 24 Drywall to metal studs 30180 8 X 3 2M 23 form 25 GA through 20 GA. 30190 10 X 3 -1/2 1M 19 30200 10 X 3 -3/4 1M 20 • 30220 10 X 4 1M 21 30240 10 X 4 -1/2 0.75M 18 30260 10 X 5 0,75M 20 • __ 30280 10X6 0.5M 16 bugle coarse MARKER }- drywall screws part no size qty. /ctn wt. /ctn 31040 6X1 10M 31 applications: bugle coarse - - -- 31060 6X1 -1/8 10M 34 One of the finest * 31080 6X1 -1/4 8M 30 quality fasteners for 31090 6X1 -1/2 6M 26 attaching drywall to • wood studs. 31100 6X1 -5/8 5M 23 From:108170 Colassae Chur 503 +444 + - 041! — ` 12/30/2008 14:05 11364 P.002/002 34 GA- 600 -2006 FIRE RESISTANCE DESIGN MANUAL ' WALLS AND INTERIOR PARTITIONS, NONCOMBUSTIBLE GA FILE NO. WP 1206 GENERIC 1 HOUR 40 to 44 STC GYPSUM WALLBOARD, STEEL STUDS FIRE SOUND One layer 5 /8" type X gypsum wallboard or gypsum veneer base applied parallel to each side of 31/2" 20 gage steel studs 24" o.c with 1' Type 5 -12 drywall screws 12" o.c. Studs attached to each side of floor and ceiling runners by welding or with 1 /2" Type S -12 pan head screws: Joints staggered 24" on opposite sides. • i Bracing: Lateral bracing spaced not over 40" o.c. shall be 1" by 18 gage steel straps attached to each side or channel bracing attached to each stud with a clip angle. For Thickness: 4 studs with holes or punch -outs in the web the "C" factor shall be determined by means Approx. Weight: 6 psf of stub column tests. Tested at 100 percent of design load. (LOAD - BEARING) Fire Test UL NC 505 -2, 7- 29 -82, UL Design U425 Sound Test: See WP 1350 (NGC 2385, 7- 28 -70) GA FILE NO. WP 1240 I GENERIC I 1 HOUR 40 to 44 STC GYPSUM VENEER PLASTER, GYPSUM VENEER BASE, FIRE SOUND STEEL STUDS One layer 1/2" type X gypsum veneer base applied parallel or at right angles to each side "AWIAti of 2 steel studs 24" o.c. with 1" Type S drywall screws 8" o.c. at vertical joints and 12" o.c. at intermediate studs. 1 /is" gypsum veneer plaster applied over each side. Joints staggered 24" on each side and on opposite sides. Sound tested with 3" glass fiber insulation in stud space and with studs 18" o.c. (NLB) Thickness: 3 Approx, Weight: 5 psf Fire Test: UC, 8 -5 -63; UC, 11 -1 -63; UC, 5 -31 -66 Sound Test: GBH NG- 269FT, 12 -20-65 GA FILE NO. WP 1290 I GENERIC I 1 HOUR 40 to 44 STC GYPSUM PLASTER, GYPSUM LATH, STEEL STUDS FIRE SOUND 1 /2" 1:2 gypsum -sand plaster applied over 1 /2" plain gypsum lath applied at right angles to each side of 2 steel studs 24" o.c. with 1" Type S screws, 3 per stud per lath width, or 12 gage wire clips. End joint clips at lath corners. (NLB) Thickness: 4 Approx. Weight: 15 psf Fire Test: FM WP -53, 11 -29 -66 Sound Test: NGC 2061, 10.24 -66 From:108170 Colassae Chur 503 +24 +0417 — 12/30/2008 14:05 #364 P.001/002 hi ,„....www---- MILDREN DESIGN GROUP, P.C. ARCHITECTURE - SPACE PLANNING 7650 SW Beveland Street, Suite 120 Tigard, Oregon 97223 Voice: 503- 244 -0552 Fax: 503- 244-0417 FAX TRANSMITTAL To: City of Tigard Date: December 30, 2008 Fax Number: 503 - 624 -3681 Attention: Rick Bolen Copy to: Project Name: Colossae Church Project Number: 108170 Attached pages: Description: 1 1 -hour wall design - GA File No. WP 1206 / UL Design U425 Total pages sent: 2 (including this transmittal) X For your use _ For approval For your review As requested Remarks: Signed: Betty K. Sheppeard _ Hard copy to follow in mail P; \108170 \wp \fx CityOffgard- rb.l.wpd r , n wpy .Structural "• Civil:Engmeers ,.: - Naomi STRUCTURAL CALCULATIONS FOR CHURCH SANCTUARY RTU PORTLAND, OREGON DECEMBER 19, 2008 sgi gjf . t1I I� Key , GA' co '1` I EXPIRES: O:,-3 -207 DESIGN PARAMETERS: 2007 Oregon Structural Specialty Code ROOF LOAD 12 psf DL 25 psf LL (Snow) per IBC 1608.1 IMPORTANCE I = 1.0 WIND BASIC WIND SPEED 80 mph (Fastest Mile) EXPOSURE B IMPORTANCE I = 1.00 SEISMIC MAPPED RESPONSE SD = 0.707, SD = 0.389, SITE CLASS D IMPORTANCE ,. lE = 1 00 CONTENTS: SHEETS I to 6 SKETCHES SK -1 to SK -4 6443 SW Beaverton - Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph. 503 203 8111 • fx 503 203.8122 • www wdyi corn ,..... ----•- _ __________,..____ ,_, ri IN D y ,Structural ' .Ciiill'EOgitiOerS,-,. ' " ' ., . ' . , . , , <- ' , , Job Name. c lio zu . k ._ v 0-0 Job No.: o 2 ti c 7 Sheet No: / Client: Ocia.leto - A t a-e ,‘i-k L. Date: iz.._ / By: I : ; . 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C-?� L -' s u t n i t - C �1 bo u_s ! ; - - It , , i I 1 . �� _ _ _�_ . - I y i i _ i 1 / 6443 SW Beaverton - Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph 503 203 8111 • fx 503.203 8122 • www wdyi.com in IN D ¥ :Structural', •.,Cixil Engineers''' "= . � ' l am"• =°-� _ '° •, Job Name: Church Sanctuary RTU Job No: 08247 Sheet No: Client Oregon -Aire, INC, Date: 12/ 2008 By. cak Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 45.43236 Longitude = - 122.76402 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 0.945 (Ss, Site Class B) 1.0 0.339 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 45.43236 Longitude = - 122.76402 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1 122 ,Fv = 1.722 Period Sa (sec) (g) 0.2 1.060 (SMs, Site Class D) 1.0 0.584 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 45.43236 Longitude = - 122.76402 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.122 ,Fv = 1 722 Period Sa (sec) (g) 0.2 0.707 (SDs, Site Class D) 1 0 0.389 (SD1, Site Class D) 6443 SW Beaverton - Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph 503 203 8111 • fx• 503 203 8122 • www.wdyi corn ®� ®� I Structurah� G ivi1 En Job Name: Ottosz.Lkk SIA- Job No.: q£3Z4 ft Sheet No. rtLNrae-it U Date: I Z( Z�`' By: GM Client: Q��.�. � - �ta� , l �-1.L- - i l i ; 1 V.6.-4.15 --- - -• - ff w • I � � I _ - i (jui 2 \- r D p'(0 , , , f P ',=.:. 1 i d i i 4sc::) 1 t , I i • •.. . 0'1 ' (o Iy L' ' LPs �= $ot t l 3 ■ C � • ; M .l , 1 i en . } d T . - vcr„,1a. 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T , 14, � < \Q <i ®y I _Structu'ral Civil Engineers ,,t : �� 6443 SW Beaverton - Hillsdale Hwy, suite 210 Portland, OR 97221 ph.503 203.8111 fx.503 203.8122 www wdyi corn ©2008 WDY. INC _0 Qwr S ,TItI t lit C£ 4J4 t4 'g I It � 1 ( C ) 204 d 24" 0,c, 1 ll _ Hi, 8 LI`l) /K 4 ( } /0 \-\ A...----.....1 SIMPSo( -\ IA uyy .14,6,44- op_ 0 SCAU : I'" = l'-0'1 . � v t . i . T . , _ T U k L ' IIY .4'4 � " : 'S' Job Name: CHURCH SANCTUARY RTU Date: 12/2008 52799 Drawn: OAK A Job No.: 08247 30 / OF Client: OREGON AIRE, INC. Sheet: ` SK- 2_ :_:? c. Fl W D ¥ ., ! Structural Civil . , . lEXI'.$,ES: ,.6� r2 1 ' 6443 SW Beaverton - Hillsdale Hwy, suite 210 Portland, OR 97221 �/ 1 ph.503.203 8111 fx 8122 www wdyi corn ©2008 WDY, INC k CN) g1) M Prit_ WT = (o0- [, SIMPSar -i 5- DS Yy� 0 X 3 �3)1 �d x j lw[� Sc., -E,L S 5c-�E. 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TO 1. j! & 57 e,E44 -- 1 I I .S F� Ste / L.:: (,) SCI 0' PIPE - 1 1 ( 44 1)C:TtJR4 ,� PRrlr ci 1 N �� & Job Name: CHURCH SANCTUARY RTU Date: 12/2008 ' d e 52799 rte-- Job No.: 08247.30 Drawn: OAK - _ //� Client: OREGON - AIRE, INC. Sheet: U f 0 ■ CIN SK— _ I v ✓��! T 4, �� ® ® ® ® i -�j D G Structural • Civil Engineers Pommel 6443 SW Beaverton - Hillsdale Hwy, suite 210 Portend, OR 97221 L EXPIRES: : O6_30-2-069' I ph 203 8111 fx 503.203.8122 www wdyi corn ©2008 WDY, INC