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Specifications (5) g, o g 5u) f ur /� ,i€ "vt ,, . , ALLSTRUCTURE Engineering LLC 7140 SW Fir Loop, Suite 231 • Tigard, OR • 97223 v:503.620.4304 • f: 503.620.4314 www.allstructure.com TRANSMITTAL SHEET ATTN FROM Dan Mickalek Ryan Hardie COMPANY. DATE Finishers Corporatin of California 6/24/05 STREET ADDRESS: 7130 SW Fir Loop, Ste. 100 Tigard, OR PHONE NUMBER PROJECT NUMBER 05116.00 RE PROJECT NAME: Alternate Ceiling Grid Brace Tigard High School Ceiling Grid METHOD OF DELIVERY ❑ MAII, ❑ EXPRESS MAIL E COURIER ❑ PICK - UP ❑ OTHER ATTACHMENTS ❑ DRAWINGS E CALCULATIONS ❑ SHOP DRAWINGS ❑ REPORT ❑ FOR YOUR USE NO. SETS SHTS PER SET DESCRIPTION 1 4 LETTER AND CALCULATIONS NOTES /COMMENTS s ALLSTRUCTURE E n g i n e e r i n g L L C June 23, 2006 • Finishers Corporation of California , Attention: Dan Mickalek 7130 SW Fir Loop, Ste. 100 Tigard, OR 97223 Subject: Tigard High School Ceiling Grid Lateral Brace Alternative , Project #: 05116.00 Dear Dan: At your request we have evaluated the 15/16" x 15/16" Snap Grid Wall molding, manufactured by Chicago Metallic Corporation, as an alternative for the diagonal bracing at the above referenced project. The attached calculations or meant to supplement and supersede the calculation package submitted for your use under transmittal cover dated May 23, 2006. Based on our calculations the all molding angle is adequate to Serve as a diagonal brace for the ceiling grid for the conditions at the above referenced project. See the attached calculations. Please call me if you have any questions or if you require ' any additional information. LSTRUCTURE ENGINEERING 4" /(2- ' R n Hardie, PE c �Ep P ROFF • P ' cipal ��c E NV ) I Nt ze, 76768PE r ,` OREGON h qN H AR EXPIRES ;6 /30/2007 7140 S.W. Fir Loop, Ste. 231 • Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 • www.allstructure.com 1 ALLSTRUCTURE E n g i n e e r i n g L L C 7140 SW Fir Loop, Ste. 231 • Tigard, OR 97223 v: 503.620.4314 • c: 503.620.4304 www. a I I stru ctu re. com STRUCTURAL CALCULATIONS Project: 05116.01 Tigard High School Ceiling Grid Tigard, OR Lateral Analysis Governing Code: 2003 International Building Code (OR Amended) ) TABLE OF CONTENTS: Sheet No. Calculations 1 thru 2 NOTES: Engineer was obtained in a limited capacity for this project and is responsible only for those items described in these documents. The attached calculations are meant to supplement and supercede the calculations dated 5/23/05, transmitted under cover sheet dated 5/23/05. g - egf PROP 7676 1 � 0 10a \4(, ' , HARO EXPIRES:6 /30 /2007 { —,_ — — — — — — — — — -- 1 I ' IL�C�LyJAL I SieC e.- AL Vie. i �Na11. -r i I , I 11 t l 1 i I/ < I I �S I K L� Co~ x O. O%� to M I ' Lv.9 L ,a 1 ,tom• X4-5 ' . � a /` D �RG�o•uA G - - — - — - — j 1 ; SS j I �l' . • • R GIDNS _ . • I Area, . s -- — —' 0.Q279' q — rt —, Perimeter! 3.7500 In ' Bounding boat! Xi 0.00 -- 0.9375 In ' . Y! 0.0000 -- 0,9375 jin C entroldl XI. 0,2400 In . ' Y! ; 0.2400 In ' ' ; . ' of Inertial Xi 0.0041 sq In sq In ' YI 0.0041 sq In sq In ' Product of Inertial XYi 0.0001 sq In sq in — gyration! X! 0.3843 — 1 - — Radii °f Yi 0.843, Iri .Principal mor1ents (sq In sq In) and X -Y directions about centi -oidi , I! 0.0010 along 00.7071 - - 0.7071] JI 0.0040 along CO37071j 0.7071] ' , - l , ' I V ALLSTRUCTURE 1ICaAR \�\EI-1 BY RPrl DATE ca /z3/.5 L E n g i n e e r i n g L L C C EAL∎ t3 C. CP-..10 CHK BY DATE 7140 SW Fir Loop, Suite 231 JOB No 0-S � CD/ Tigard, Oregon 97223 SHEET OF v: 503.620.4314 • f: 503.620.4304 I . . I - t - �5 /1. ,a IS �1�; x o lS � L _ L,'' x 1, . - 8 ,S'' • i i. - I/ • r= 0,38 4,3iiL , r o• ss-4.� 22, - b - - T - j _- is-i --) �2 'S - . • • S So • 'U( 2LSi2 O .l '' 0, • . - Co i (I �. • -( I . . F z J I �. —t 8 • 3 _, - �, a z , ' Fa. p- IiQ • I( �' Z 3`14,j1)'� 3Q -)aea . 5 3 + 8 , Z2, 1 _ 1 i ' ' \3 3C9Z4 I - Z I ' 1 S r I A � ' A L L S T R U C T U R E - 1 - 1L k- At( BYRal_ DATE- C.. /Z3105 L E n g i n e e r i n g L L C 4 — CHK BY DATE 7140 SW Fir Loop, Suite 231 JOB NO C'S )1 L • C) / Tigard, Oregon 97223 SHEET OF v: 503.620.4314 • f. 503.620.4304 -- ROBIN .ON CONSTRUCTION CO 21380 NW AMBERWO0 DRIVE HILLSBORO, OREGON 9711 148321 (509) 845 -8531 FAX (503)845 -5357 MEMO OR CC84 3147 WA#ROBINCC•125L5 WWW.ROBCON.COM Date: May 27, 2005 G To: Val (� 0� Company: City of Tigard �a �' Fax No.: Q, O 5 i From: Jeff Webber 3 # of Pages: (including cover) C $ a Subject: Tigard High School Ceiling Engineering Comments: Engineering on our floating ceiling grid in the Library and the corridor for review. Please let us know if you would like any other information. Thanks, Jeff Webber 503.598.1101 • Alaska - Robinson Construction Co. 23849 • Arizona - Robinson of Arizona 148914 • California - RSR Construction Co. 774866 Colorado - Robinson Construction Co. 180186 • Nevada - Robinson 0039085 • New Mexico - Robinson of New Mexico 82992 North Carolina - Robinson Construction Co. 46867 • Oregon - Robinson Construction Co. 63147 Texas - RSR Construction Co. 00114366 • Utah - Robinson 99- 373362 -5501 Washington - Robinson Construction Co. RobinCC125L5 r A'.,: ALLSTRUCTURE g En S ineerin LLC FILE COPY 7140 SW Fir Loop, Ste. 231 • Tigard, OR 97223 v: 503.620.4314 • c: 503.620.4304 www.allstructure.com STRUCTURAL CALCULATIONS Project: 05116.00 CO Tigard High School Ceiling Grid b , +.� 0 Tigard, OR iii. � y � � cO' �j Lateral Analysis • co ct Q C ` it O Governing Code: O d \ l� 2003 International Building Code (OR Amended) •� � I � 0 ���� TABLE OF CONTENTS: Sheet No. General Information 1 Calculations 2 thru 6 Manufacturers Information 7 thru 11 NOTES: Engineer was obtained in a limited capacity for this project and is responsible only for those items described in these documents. ® % Z ,D P Rate !• 76 E '°' OREGON h ilk LO ,�� i 0 1a° \<41 qN H A R O EXPIRES:6 /30/2007 • • Pi2ojEc7 776 ep .L/ /C-, N S 04004_ ,Jh c led c 5 Zoc 4 cat./ S-i 2UL"?,,tAc sPEC/ hoc T ,,421) N/CHI Si-i‘0424 -A( /770, i/e�, 90 L Prfiase z C! 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E (/7 Al.... f3P SAl A P G-T/L, O Zoo evmF7 .IT S Z/0 of Z //, 4 vfftrt S / S PER. , 2 /'I e. p,c./ # 2 /Q f1S IT / S A L,c, HT172 femme As ALLSTRUCTURE TOGA i -he-,N ScA.koQL BYRPH DATE / Engineering LLC -- - -- CHK BY DATE 7140 SW Fir Loop, Suite 231 _ JOB NO CAS //6, -o c� Tigard, Oregon 97223 - - ^- __ v: 503.620.4314 • f• 503.620.4304 SHEET 0 OF F-0 __ -� `iP SAs (. 7 +) lice) 2 Op — I .0 Sos ^ 0.9( CZ1P 9 ?11 2 4 e sf = z,s ' p = -J • 1 -0 (Z.s I , al ( I # LC %)) Fp= I.4C0 psr (4 Z3.3 e CocitoEG1oL.1 er.� . r (LE G77 0� S A L LSTR UCTU RE — re, AEI u-H &A-Foot_ BY RPH DATE I Engineering LLC C.HK BY DATE 7140 SW Fir Loop, Suite 231 _ SOB NO O•// , O C Tigard, Oregon 97223 v: 503 620 4314 • f: 503.620.4304 _ SHEEr 3 OF • • I - SEc-11 1 PRoPE.RTDES f�" O•IZS 1 ir..�Z 33 T 0,13co1 IBt I • (D. lco �►�,#• E= Z9, aoo ks� = Q. crI " PI ).4_/ C) Z-Lp L (. = (D. \ 14S tki 0.5848" T- SECTt -1 F= 23.3* • T- SECT t °Li ec9 /Y1Pe_ESSre, : L- c - !Z7,.,J eos 4 S K� 0J 02.1) ��i zoo )/' — (0.044c _ /Z, /Z /cs; - 7 - & - N-6/0A." T = o. r y 4 c . = ( 0 . / 2 . S7 ' ) / ti ALLSTRUCTURE T1 -, A�o ��� SCI.1ooI_ BY (ZPN DA„ 5 1 1 s /as AL E n g i n e e r i n L L C Engineering CHK BY DATE 7140 SW Fir Loop, Suite 231 _ JOB NO OS //G • ate Tigard, Oregon 97223 v: 503.620 4314 f. 503.620 4304 — —_ _ - -- SHEET OF . Cc, kiC- C,77 o,v! . Z) r S Sc.go bls £A 4 -54c zc= , 774 , , t)( ) sczeso 0 s <O-- ) /AJ sm5,9e r//!--- _ //.424 / S L .,4 24 GA r4.1 -1 t4-e... / (0, 03' /? - huc ) SC1L � /k) 5/ 4,-L 1l- ��� 1,- /O'7 ` Ac.eg'co i.0 �� 6A MAT JA4_ - rsz .'y Li / I Ccat.)Vic.s - #- sc,_07./ fr../ b. o/o nl41 t14-L `/ 1 1 .4 t 6? ! 6 ' CoJ • .3 * $Cfeezt! X .l — 1.3 /#i 00NN,ge. .. 6c. 6" �X772aRxATioti/ , 6 Z) '5 scis RAJ a.oio' rn/ .,- 'Pi AiE#J4 ADECpvAiZ , ,2 33 C'.4 PA C, r 'it )A,J A/'P .2.•/ Z m A/bn 2L 0) 2 90 sc ,e_ ac_ So eP71781.. 'ti ALLSTRUCTURE _ -- 1(7,4/ - 4z) / 1-/ Sc,f _ BY,e�'��DATE rAri E n i n e e r i n g LLC C O - -- _ _ CHK BY DATE 7140 SW Fir Loop, Suite 231 JOB NO bS l i 4 • 0a Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 _ __ SHEET C OF , • REGIONS Areal 0.1257 Perimeter+ 5.1531 Bounding box+ X+ - 0.4688 -- 0.4688 Y+ 0.0000 -- 1.5000 Centrold+ X+ 0.0000 Y+ 0.8848 Moments of inertial X+ 0.1367 Y+ 0.0016 Product of inertial XY+ 0.0000 Radii of gyration: Xi 1.0426 Y+ 0.1143 Principal moments and X -Y directions about Centrold+ I+ 0.0016 eking 00,0000 - 10000] J+ 0.0382 along [1.0000 0.0000] j a ti a, a/ "1../ i MVM ( - S E.GiIoc•l Fe- oeGILT►e Tt6Ab L41404 SCNaeL 0 S l /(o,oc• n. s w t • ., E ` r� � bt t � - F g. , � p<_p + � Tr ciition"4 � •17 I 4 /i�00b12:). 1 mt , '� b ,. � tc` $ Prp • , .a i + s sn IT Sx 4n g �Y o �a I 1 7 A a b + , .I yS 4 14 y u fi yyy J 'S J� Chicago Metallic • F a x asci Snap-Grid' 200 15 /16 " Exposed .� � u " 2 Z Product = O /S" 1-,Z 8 amolft Applications Material: Tees Sustainable, accessible, A. General I n Q economical commercial ASTM C 635 Heavy Duty (HD) and Intermediate Duty (ID) main tee classifications; - e - 11/z ceiling suspension, commercial quality HDG-30 steel, hot -dip galvanized body and cap, 15/16" width, e 1 - 1/2" height. Features ► 1sT • The industry standard Components: of compatibility: acoustical panels. 1. Main Tees: Double (24 x 24, 24 x 48) light fixtures and air web construction, ❑ 216.01H (120 ", slots 6" OC, ID) diffusers. 15/16" width, 1-1/2" • • Wall Angle • Snap-in demountable height. ❑ 211.01H (144', slots 6' OC, ID) ' (hook -type) cross tees. (20 x 30, 20 x 60, 30 x 30, 60 x 60) A • Butt-cut cross tees. ❑ 299.01H (120', slots 10" OC, ID) —�— Benefits B 2. Cross Tees: (24 x 24, 24 • Ouick access to ceiling ! Double web ❑ 251.01H (12 ", no slots) plenum. construction, ❑ 229.O1H (24 ", no slots) Shadow Molding • Butt-cut cross tees 15/16" width, 1-1/2" ❑ 232.O1H (24', no slots, override) provide true, flat 1 height. Snap-in end ❑ 253.01H (36 ", slots 12" OC) B panel Installation, i.e., I detail. ❑ 209.01H (48 ', slots 12' OC) 1 metal panels. Cilss a t �� ' ❑ 210.01H (48 ", slots 12' OC, override) " A cut '.b'Un • Cost control. { othervdse ❑ 213 ( 48 ", slots 12" OC) F - c • Global compatibility ❑ 214.01H (48 ", slots 12" OC) — and availability. ❑ 204.01H (48 ", slots 12" OC) P D • Sustainable: 90 %- (20 x 30, 20 x 60, 30 x 30, 30 x 60, 60 x 60) 100% post consumer ❑ 257.01H (20 ", no slots) recycled content, ❑ 258.01H (30 ", no slots) 100% locally recy- ❑ 206.01H (60 ", 5 slots: midpoint,10 "each side of clabie, global /regional midpoint, 6" from each end) manufacture. ❑ 207.01H (60 ", slots 6" OC) f{ 3. Wall Angles & Wall Angles (A x B): Moldings. (hemmed edge) ❑ 1430.01 (144 ", 7/8° x 7/8 ") ❑ 1420.01 (144", 15/16" x 15/16 ") ❑ 1428.01 (144 ", x 2 ") ❑ 1425.01 (144 ", 2" x 2 ") Details Moldings (A x B x C x D): (Shadow Molding with hemmed edge) ❑ 1460.01 (120 ", 3/4" x 3/8" x 3/8" x 3/4 ") (� ❑ 1461.01 (120 ", 3/4" x 3/4" x 3/4" x 3/4 ") square edge reveal edge 800.323.7164 / Fax: 800.222.3744 / chlcagometalllc.com/traditional 0.57/ te • 00 '7 at�yy�a I f w a1 ° .7 5 _; x tt h° x 1, ' r3 J „G , ✓ ,.It �, u`"I" M . '� �� '.x 5 j° ���i. n s i. a. 't °,#� S P ,�+. F' �k i'"'aA, �a ,�.� � � a q 1 � � y s��' % : '' w , If' II, tr9.,r ip rA 0.0 /.0 3 231 ' ' d , �i;N , � � , 0 „ tell ", r / ; ., y X i t x ` d ' '' ' +.--- ' ,,aa ', � c ,�_ .. / i .' •' �4 R `ar .3. .:i ' t wu, �. , _ 7a k �� 7 � ", 'I 4"-,^ ri 4 ,'.t ,, a i t * � .�r� , �. 2� '''''`4"§i" � � ,+ r i� - x a Mkt `� .''..q4/:;'',4;'' t 3 r � " aG} o' , �T + ,,. t f � d � `"i d: ' � ; x 4 `�ti W °r'} ° I$' - � ° tp � � e a . 41',',4:,,I.. 4 " to F �d&�. 2 r ��('� r zv. � -Y I� 9 P .:*ix R t ° .,;,,,,;..r.-.,„ n { , . t 3 � t 4 .� t n . � 6 - �h � x . n A�`":^i - -." 7 ° r ^'�� l y .} �,P.t T1 k y, ;; ni', i i x ' �r "r' a } z a a �. S .{ �.v A A t A y es I ' yr ,o e , r . i ,, 1;4/ .. "" ` Sna p-Grid� 200 15 /1 6 Exp Non-Fire Rated Assemblies Component Load Test Data (based on '/ao span deflection) Hanger Positions for Non -Fire Rated Situations i ALLOWABLE LOAD per AST11 0885' llavi E IE " ■ ►11 ► ■ 14 'oil Hain Tee Length 4' � N 5' 6' • i♦ 238 8' intermediate Duty 6.0 4.0 . ear NYE T MI p' 216 10' Intermediate Duty 6.0 4.0 meal �w � �� n 1 I1 299 10' intermediate Duty 6.0 4.0 ilin This illustrates hanger positions for single fixtures in a field. 211 12' Intermediate Duty 6.0 4.0 Provide extra hangers for tandem fixtures. 270 12' Heavy Duty 8.9 5.6 Cross Tee Length 1' 20' 2' 30' 3' 4' 5' 6' V 251 12" 257 20" 90.0• 229 2' 32.5• 232 2' 32.5• 258 30" 57.4 253 3' 34.7 209 4' 9.1 210 4' 9.1 213 4' 10.6 206 60' 7.5 207 - 60" 8.5 214 4' 14.1 204 4' 17.3 236 6' 4.0 230 10' 7.5" • To convert data into lb/ft', divide on center spacing of component into Ib/ft. • Limited by safety factor of 2. • Hanger wire required at midpoint of tee. Light Fixture Load Test Data (based on' /34ospan deflection) LIGHT FIXTURES MAIN & CROSS TEES - ALLOWABLE FIXTURE WT. - LBS. 270 270 270 211 211 211 299 Dimensions 204 207 214 209 214 228 207 1' x 4' 70.8 32.4 67.6 56.4 55.6 55.6 2' x 2' 60.4 29.2 52.8 34.8 49.6 31.2 2' x 4' 88.8 40.8 76.0• 47.2 64.0• 52.0 2' x 5' 40.8 3' x 3' 63.0• 20"x48" 37.6 20' x 60" 37.6 ' Limited by safety factor of 2. ail Chicago Metallic Ceiling Systems and Specialty Products - USA and Canada: 800.323.7164 / Fax: 800.222.3744 ! chicagometaliic.com CHICAGO / BALTIMORE / LOS ANGELES / BELGIUM / DENMARK / THE NETHERLANDS / UK / GERMANY / FRANCE / HONG KONG / PRC / MALAYSIA / UNITED ARAB EMIRATES / MEXICO Chicago Metallic and its logo are Registered Trademarks of Chicago Metallic Corporation. C 2004 Chicago Metallic Corporation All Rights Reserved C- SUB-G- 200.0105 Printed in USA U ..- /(i. • 6 -- v r« GREEN PRODUCT ca C H I C A G O M E T A L L I C C O R P O R A T I O N SPECIFICATION GUIDE U` t r . 1 4''0 1 `' r, +r x sir , tw„ r- - e r t. h'h 4t 7� h J t }. - ' , ,fi } ' r t ' .. • T M I M i I N �. $ J k 4 � b •' k 1 -- ' t y .f +S c , rt't' n w. - 31` • .a . a .. _.y_., b t a_ , r .ru�..r '1` 0. '' _ � "'. 1t 4 u� .-- � _ I r -. t! . 7b y rt LJ ', • '. W �qF a r r F r i l e ,e A `I f t, ' J 5 }4 t . 1 r 14I. y J ,.'t' - . } . d JC t1 1 - ! ti t µ { 5 V4 f f * 1 J i 'e ' 1Y ' F: d" . ' { - a d � q t ! � .. ! * t4 � 0.4 } y . 'F°. e w s 1 N a- b l n t.. n i x a w J u' 200 Snap-Gr Fire Front® 250 STANDARD CEILING SYSTEMS l iii Chicago Metallic® CEILING SYSTEMS & SPECIALTY PRODUCTS 1 Product I Nominal Dimensions I Slots I Per Carton Number Length Height Face Feet Pieces Weight ct ° 10 200 Snap- Gr System — White ( -01) Finish ! ° Main Runners 0 Ii I 219 -01 10' 1 15 /16" 12 250 25 62 201-01 12' ' . 15 " .....a... ......... _ _00 25 ^ 93 200211 o 1 - 211 -01 12' 1' /2" 15 /16" 24 300 25 73 $ e A BSI A e r:2 11, • arm _ e -• . Cross Tees 257 -01 20" 1 15 /16" 0 125 75 30 219 l i 258 -01 30" 1 /2" 15 /16" 0 125 50 30 ° ° 251 -01 1' 1 1 /2 " 15 /16 " 0 100 100 24 0 -- - - 222 -01 2' 1' /e" 15 /16" 0 150 75 29 226-01 2' 1 /2" 15 /16" 0 150 75 24 222- No slots 229 -01 2' 1 16 /18" 0 150 75 28 224 — 3 slots t 253 -01 3' 1 's /1s" 2 150 50 36 01 0 204 -01 4' 1 15 /16" 3 200 50 62 1 •' • I " " 200 5* - 210 -01 4' 1' /z" wig" 3 200 50 38 '"I " '''' _ — 11/7""'"'"" 1 "6" ri: -: 71w- 229 —No slots 204-207-209-213-214-278 214 -01 4' 1 /z" 15 /16" 3 200 50 49 224 -01 4' 1'/e" t5 /,6" 3 200 50 42 e 1 ° ° 228 -01 4' 1' /2" 15/16" 1 200 50 32 i 206 -01 5' 1 Ye 15/16" 5 250 50 61 207 -01 5' 1 15 /16" 9 250 50 77 Stepped End 278 -01 8' 1 1/2" 75 /,6" 8 200 25 41 226 - No slots " Use with 219-01 to form 20' x 60' modules. 206.210,228 d'! • 228-01 stepped end cross tees are not recommended for use with 200 -01 main runners. Variable Placement Cross Tees - To support acoustical material only •� 816 -01 2' 1 15 /16" 0 80 40 21 •� 0 817 -01 4' 1 /a" 15/16" 0 160 40 40 Fits all 1 high components. Neither tee has cross tee slots or hanger holes. 8'16 no Available in other colors on special order. Grid Adapter - To change main runner direction 90° 288 -01 9" 1' /z" 16 116" 0 — 50 10 For 211 - 01. Available to fit 200-01, or in other colors on special order El One end has main runner coupling and the other end has a cross tee tab. 288 Wall Moldings 1419 -01 12' 3 /4" 15 / 16 " - 600 50 80 1420 -01 12' 1 15/18" - 504 42 74 1460 01 10' 3 14" X 3 /8" 3 /8" X 3 /4" - 400 40 59 1461 -01 10' 3 /4" X 3 /4" 3 14" X 3 /4" — 400 40 79 1460-1461-1464 1464 -01 10' 1 /4" X 1 /4" 3 /4" X 3 /4" — 400 40 53 ,„ •o -° NI© 21420-01 12' 15 /16" ' - 240 20 36 ! ° ° )Fire Front 250 System — White ( -01) Finish 011 Main Runners 2 50- 270 -299 250 -01 12' 1 15 /16" 24 300 25 73 '`� 270 -01 12' 1 1/2" 15/,6" 24 300 25 93 ° 0 299 -01 10' 1 1/2" 15/16" 12 250 25 61 ASTM CLASSIFICATION:25° and 299- Intermediate Duty. 270 Heavy Duty. Q : Cross Tees . 261 -zs2- 257 - 258— Noslots 257 -01 20" 1' /2" 15 /16" 0 125 75 30 253- 254 -274 258 -01 30" 1 15 /16" 0 125 50 30 , 251 -01 1' 1 15 /16" 0 100 100 24 ° 252-01 2' 1 15 /16" 0 150 75 37 253-01 3' 1' /2" I 2 150 50 36 4 254 -01 4' 1' /2" 1 s /1s" 3 200 50 49 274 -01 4' 1'/z" 15/,6" 1 200 50 62 296 296 -01 5' 1 15 /16" 5 250 50 60 HDG Option: All the components of the 200/250 Systems are also available in Hot Dipped Galvanized steel. /i7 To order HDG steel components insert an "H" after the product color suffix (e.g. 210-01H). 3 Component Data . U.L® Fire Resistant Load Test Data Based on 1 1360 Span Deflection SUSPENSION r) Designs DIMENSIONS SIMPLE ASPAN - lb/ft Floor and Ceiling Designs= Type 250 200 Snap- GridrM System A202, A203, A204, A207, A210, Hanger Spacing A211, A212, D201, D203, D205, Main Runner Length Height Metal ASTMC635-4' 5' 6' D208, D209, D215, D216, D218, I I 12' 1 _ .020 • e 8 Fr - G007, G008, G022, G036, G201, 211 12' - 1'/2 .015 Intermediate Duty 6.0 4.0 G202, G204, G208, G209, G210, • 1 Inte?m ate G211, G213, G214, G215, G216, G217, G218, G222, G227, G228, Cross Tee Length Height Metal 2' 3' 4' 5' 8' G229, G231, G234, G236, G241, 222 2' 1w .015 21.7' G242, G243, G244, G248, G250, 226 2' 1'/2" .008 23.0' G255, G256, G258, G259, J201, 229 2' 1' /z" .010 32.5 • L005, L006, L201, L202, L206, L208, L209, L210, L211, L212 204 4' 1' /2" 020 17.3 209 _ _ 4' 1'/2" .010 9.1 Roof and Ceiling Designs - Type 250 . 210 4' 11/2" - : e - I '� 9.1 P201, P202, P203, P204, P206, w! '�4 1 z ( Al2. / `.-- "�-- " -. -.-- 10.6 P207, P210, P211, P213, P214, 214 4' 1 .015 14.1 P215, P216, P217, P219, P225, 224 4' 1 .015 5.8 P227, P228, P229, P230, P231, 228 4' 11/2" .008 8.1 _ P235, P237, P238, P239, P241, 206 5' 1 .015 7.5 P242, P244, P245, P246, P250, 207 5' 1' /2" .020 8.5 P251, P253, P255, P257, P259, 278 8' 1 + /2" .015 2.1 P260, P261, P262, P264 Floor and Ceiling Designs -Type 260 Fire Front® 250 System D Aluminum Cap 250 12' 1'/2" .015 Intermediate Duty 6.0 4.0 A202, A203, A204, A210, D203, 270 12' 1'/2" .020 Heavy Duty 8.9 5.6 D205, D208, D209, D215, D216, 280 12' 1'/2" .020 Heavy Duty 8.9 5.6 G022, G201, G208, G209, G210, G211, G213, G214, G215, G216, CrossTee Length , Height Metal 2' 3' 4' 5' 8' G217, G218, G222, G228, G234, 252 2' 1 .015 41.0' G241, G242, G244, G248, G250, 262 2' 1'/2" .015 41.0" 6255, G256, G258, G259, J201, 253 3' 1'/2" .015 34.7 L201, L202, L206, L208, L209, L210, L211, L212 254 ' 4' 1' /e .015 14.1 264 4' 1 .015 13.1 • Roof and Ceiling Designs - Type 260 274 4' 1 .020 17.3 Aluminum Cap 284 4' 1'/e .020 17.3 P201, P202, P203, P204, P206, 296 5' 1 .015 7.5 P207, P210, P211, P214, P215, • To convertdata into lb/ff, divide on center spaang of component Into fb/ft. P216, P217, P219, P225, P227, Allowable Loads for 4. 5, 6 and 8 ft spans are based on components that are laterally braced by cross tees at the midpoint P228, P229, P230, P231, P235, • limedbyssafferytacto oft. P237, P238, P239, P241, P244, Light Fixture Load Test Data Based on'/3eoSpan Deflection P245, P246, P251, P253, P255, P257, P259, P260, P261, P262, LIGHT ALLOWABLE FIXTURE WT. - LBS. P264 FIXTURES MAIN RUNNERS & CROSS TEES 200 200 200 211 211 211 219 250 260 270 280 Dimensions 204 207 214 209 214 228 207 254 264 254 284 1' x 4' 70.8 32.4 67.6 56.4 55.6 55.6 55.6 55.6 67.6 70.8 2' x 2' 60.4 29.2 52.8 34.8 49.6 31.2 49.6 49.6 52.8 60 4 2' x 4' 88.8 40.8 76.0• 47.2 64.0• 52.0 64 0• 64.0• 76.0' 88.8 Additional load test data is 2' x 5' 40.8 available upon request. 3' x 3' 63.0• 20" x 48" 37.6 20" x 60" 37.6 Consult specific U. L design for allowable lighting configurations. -)-- • Limited by safety factor of 2. H anger Positions for Non -Fire R ated Situations -200 System Hanger Positions for Fire Rated Situations - 250 System E 6 7: . . .:-... EL aate� �� r In >; E , y, • ' ■ VA M 10-M411 M seal This illustrates hanger positions for single fixtures in a held and are covered in the table. Referto specific This illustrates hanger positions for single fixtures in a field Provide extra hangers for tandem fixtures design numbers for allowable number of( Ixtures per square footage of ceiling area. / / 7