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Specifications _, . _ , . ■1■•=1 . • I 4,... . ' • 1 I A ' ,..s.1 , z,a, - - I-4-V' IL • 1 1 5tr. 4. toa,q, :- _ ,./ , . _ _ __ ,. , , _ . , : -r- ,..._; and 0 Se.:rvic...:es inc. 90:):. S.W. Center Street. 1 O. Box 23784 .0 ,,,,•, , Tigord, Oreg 97223 , -, 9 ,-, r r. , Phone: 50.:.) 6.,..,,--2063 t, . sEla gRAcING ANALysis ii::•':•isoR • • „, ,,. 1,: ,,, t,.-.,, SYSTEM '''''''' SUSPENDE-,-- CE, ,,,,,,,,,,„ THE .,,F. , r , . . . . . FOR: . . i COGNEX . 12540 74TH TiGARD, OREGON • . , , "A a PRiikr.”- . • K _e_ss• - ,--- - ---,',..r\ / .,..,./ 16,,,,a7 ,--- ; , , ' , ,.. , 4 , i. f; .' , •:` 4 ,, , , ' .. J.),,N i' - f— %,<,.\ 4 f ,..,*/ ','"""!,./ \,...!,.9 16 - . . , rv, - r 1 I 1 • CLIENT: RICK TERRIER CONSTRUCTION // JOB NO.: 000805 . , , iy .• . PREPARED BY : A.B. ; (i.' , CHECKED BY : E.N.K. , . • ' 4= OF DATE : 8/02/00 i PAGE/ i 1_ OF • , • -i. i„ / ., ( *, -- Fd NUTS:OT 200E 20 ' 9,292 t789 LOS . ON :d flNIa2DHin0 115PIN : woad -t _. .: •, , __. . , . .... :-. i PROJECT: COGNEX TiGARD, OREQoNi SEISMIC BRACING ANALYSIS FOR THE SUPENDED CEILING SYSTEM 1997 LI.B.C. ' Saf.74 2 ONE: 3 ,.,4?‘._____.......„_........,_,......_.....__________ . _ * ' TYPF . . , , - ,';'S' - ' Gii-ii".); USG D.:MN DX 26 MAINS W/ DX 424 CROSS TEES STRUCV, ' 'E CEILING: W05? 4 COW' "AUTS: 1-518 GA STUDS UP TO 10'-0" \ (2) I-5/8" 25 GA STUDS BACK TO BACK UP TO 12 --; \ FAS7.7-i L ' AY WIRES: 1/4"x 3" EYE LAG SCREWS -.... .L.IINIG TO GRADE (h,): 9'-0" . .-)F STRUCTURE TO GRADE (hr): 20'-0" : 'RUT HEIGHT: 12 MAX. - . RUTS AND SPLAYS: 14'-0" x16'..0" EA. WAY. AND T-0" OR 8'-0" FROM WALLS RESPECTIVELY r , - - _________-_------------__________-------- 1 '41 PRnFOL COGNEX . . . , i ________ 'i:- DATE: az2/0 JOB NO. 000$051 PREPARED BY: )415 ------ - a n d Coristruc.ticn 'Servic..1% Ir.:. Phone: (503) 520-2058 CLIENT: K E R E '1E'fR CONSTRUCTipNFAGE NO. - 7— oF G 2d S:OT 000E. 22 .6nd 9292 VS9 20S : 'CIN XI:3-1 EIN I :•33t IONE I Ill : WOad . . 1.-4'"IERAL FORGE: Reference: 1997 U B.C. Section 1632,2 Li. C , .1 . ( h F .,. ). „ = p p , I 1 ± 3 f --,-- i l, - R h , ) • ._ , --., a. p = 1,00 from U.B.C. table 16-0 = 0.36 from LLB C. table 16-0 - 1 .00 from U.B.O. table 16-K R p = .3.00 from U.B.C. tbiti 16-0 h,= 9.00 height of ceiling with respect to grade in feet h , = 20.00 structure, roof elevation with respect to oracle in feet 4.00 psf (min. required by U.S.C.) , p 1 Fp 1.13 psf F small not be less than the following: F , 0 .7 C T TV p a p p I 1 P = 1„01 psf F „ need not be more than the following: 1 = 4C I W 0 cl P P i I , ---= 5.76 1.,s1 USE TOTAL LATERAL FORCE = 1.13 psf LATERAL FORCE AT EACH SEISMIC BRACE LOCATION: PACING OF SEISMIC BRACES IN ONE DIRECTION (in feet) = 1-1 SPAC;iNG OF SEISMIC BRACES IN OPPOSITE DIRECTION (in feet) -t- 16 FORCE r^ ( 1 4 . 0 0 ) (16.00) F = (14.00) ,16.00) (1.13) = 253 pounds .......... ik : . :* . ;:!i , ..__,, _ ... , ., 7 ; -: ' /1 , - IE• :. • ; I -. 11 I II . i iii ; i; FRIA 1 CO.,e7-4.-N X 7 ii i:.',q;.,. • ., . . — , _A ! ; _______:_—____.. _ ...._ • , , _ • it■ t ■ ilk 1 ,.' 4 i=d1 .6. ._.. DAIL a/02/001)0B NO. 00080 PREPARED BY: Ae and bonstructior, Sts..rvices !no. ,-.', -,., f e Phone: ,(503) 620-2056 CUENT: RICK TERRIER CONSTRUCTION PAGE NO. -:---=', OF t7d 1 MOE 20 ' 929' t789 20S : 'OH Xtld 91 I . iDEN41 _ 1 : 1 __ _ 1986 AISI Specification w11989 Addenda DATE: 812/2000 NICOL; ENGT COGNEX SECTION DESIGNATION: 1631020 INPUT PROPERTIES: Web Height = 1.625 in Steel Thickness ---, 0.0346 in Top Flange = . 1.250 in Inside Corner Radios := 0.0525 in Bottom Flange = 1.250 in Yield Stress, Fy = 33.0 ksi Stiffening Lip = 0.375 in Fy With Cold-Work, Fy a - 35,4 ksi ALLOWABLE AXIAL LOADS INPUT PARANWIERS Overall Stud Lenath = 10 ft 0.75 Factor for Wind or Earthquake Applied 111ernber Configuration: SINGLE MEMBER TOTAL ALLOWABLE /AXIAL LOADS . 01 WEAK AXIS MAXIMUM CONCENTRIC LOADED BRACINg k:Ur. LOADING THROUGH WEB ., , • NONE 253 310 ( 260) . MID Pt 179 539 137 THIRD Pt 179 . 7c.)9 553 THIS PROGRAM IS LICENSED TO NICOLI ENGINEERING FOR THEIR EXCLUSIVE' USE. USE BY INDIVIDUALS OR ENTITIES OTHER THAN THE LICENSEE IS PROHIBITED. 0A / / al c4 A I \ 1 F, . 2E73.* <, 2 (2,..* OK _ ... „ . .--- • , " V ' ;! ' ' 'l 4 ' • - - .".'"'" ' ntl •-•'' --1 PROJECT: COGN>.< .J, d — ---- _2t. sot DATE: M2/001 JOB NO. 0006051 PREPARED BY: Ala ,... _i...A._.J --I -... - _ ' on d - bonstrLi.t. , l,:: ,S,e Phone: (503) 620-2055 I t CLIENT: RICK TERRIER CONSTRUCTION PAGE NO. 4 1 OF Lc • sd kiers:ar. opoz zo 'Eall:i 9E92 t.es 20S : 'ON XI.71A ONIdEENION TiODIN : 1986 AISI Spebifibatldn w/1989 Addenda DATE: 81212000 NICOLA E-NGMEERING coGNEX SECTION DESIGNATION: 16=25 INPUT PROPERTIES: Web Height r 1.625 in Ste& Thickness = 0.0188 in Top Fiance 1.250 in Inside Corner Radius ` 0.0938 in Bottom Flange, = 1.250 in Yield Stress, Fy r.74 33.0 ksi Stiffening Lip 0.250 in Fy With 0-old-Work. Fya = 33.0 ksi ALLOWABLE AXIAL LOADS INPUT PARAMETERS O. Stud Length -It 12 ft 0,75 Factor for Wind or Earthquake Applied Member Configuration: (2) BACK-TO-BACK MEMBERS TQTAL ALLOWABLE AXIAL LOADS (1b1 WEAK AX1z.' MAXIMUM CONCENTRIC BRACING . KLir LOADING NONE 220 ( 667 ) Ml D Pt 211 748 THIRD Pt 211 748 Note: For (2) Back Members, Individual Members Must be Adequately Interconnected THIS PROGRAM IS LICENSED TO MCOLI ENGINEERING FOR THEIR EXCLUSIVE USE. USE BY INDIVIDUALS OR ENTITIES OTHER THAN THE LICENSEE IS PROHIBITED. vc\ < iN / ctuai 253't" < bi 44 OK • • . , . _ PROJECT GOGNE X 414Fri4 otio .r- 2011111111 011.841 DATE: 8102100 JOB NO 000605 PREPARED BY ,4e and Construction Servlces Inc, Phone: r-(503.). 620-2086 CLIENT: RICK TERRER CON5TRUCTION PAGE NO. OF (..= L. T 000E 20 • K92 t'89 20S : 'ON XUA EIN el33 E11 1103 : NO _ _ _ — -- 7 - - -- -- ---- - - - ---- - - -- -- ---, :..i 111 i : . '(.,:;• :r.::::', I;AG.. : WIRE : 'SF' A - Tr5 •:.• . • • . 12 G4 : : . : 1 - : ... 1 : : : . : : : if. 1 rr. e.."27•::. :11)1F,E : . : . .. ; . 0..60 ,t . ;A .. (. : 1.323: ) . • „ . . • - •:. • ( .80'...ea 0. X. :51', ',00.C.:12 :,k 0,0,08e x 1 33: •,) ... . ....... . . — . _ , . . . . . _ ........ _ ., ..... a , . • • . • TENON IN . . ......... • 5i LL):1 RE ' . 2'53 Z • ----• • . :- ..3FPa* < : . 3 ° • ' ' OK' ' ' • ' • • • . • • • 7 C:(:)..S. 45 ` • -,...,..---,_ - - . • • IN • : • 1-4EC3K FASTENEF).'S •:: • • ' • 1 .;<,ii. 1 ."b . >t. 5" LC i:.,...44-1'" .5. C..:Ta:tij5 WI "Ff. • - -7.-•-1E...'"-'.1 OT !ON • „ . ... . . . . . . :uLow4eLLE :Lu1:T.;.,4:1AuiL: LOAD . = . :IIS -/ in - • • , , . . . , . CAP...AC{17T' . :7: . ( . :113 A. • :1•:6.12F7: . ,Y.: Il &3 ,). . 4r-10 • - - • ,. ..... . .. .. TENS:110N :01\1: -TEN:.51:01\1. :N• :WI:RE = 3 445° • • • • • . . . . . 35'6" - < . 411* „ OK • „ . . . . . • • . - . . . . . . „ . . -:- MAIN : S'L..1:Ni\II:F•Rei . ; . . . ONN ;C)X . . i..?.:Ros.a. : TEES : ' - : • . AN*r:•• •ILYX: rfe.f.R.f.:::%??6 :TEE • , . . . : : : •C.;•:,4". A..1,C-1 T-t- - -.tr..,.,, ,, F . .(.7.:aNNECT . 1 . 01\16 . . 1 . . : . • • . ..... ' • • M.4 N L•1i''.4NE.-•R i 1 ' T EN&IONI : : : 1 •. ai.. • . . ' • • MAIN •RI IN:, •(..'...„ EON .. 5i3Vs , • : c,-r,-;,(-- . - '--;',, F. :IN. TEN5:1 ON .: . : . i . . : ' . :•• - • • 351 ' • • . i::::::. R(.=,%;. •''- - i • :.iN, VV 32 ... : . . : . i ' : . : • s, ,1'.'F.0 ENG- VALUE : 32•&* "71 :FACTOR .., • 2 • • . • ! , . . . ... ..'-,-,• •,, • L.r- ...: • 32 --. ,,-". 2 . 1'63* . • • ,, • . . . . . . -,..66(.=',.M ..' CF: .,-R[1:;) . ES . IN TE1'*ON • • • • • • ... 0„3-41, T . 16 'IN 'tOMPRE 66 ON . . . ..)(• 2 ) . ... • 32&$ . . . . --‘ # „ . • • :,- ,.. ,c V > 253* OK • . . - . ' . . • • .. . . ... . . ; . ' . . . . - . . . . . . . . . ... . . • • • . . . . , . • . • • • . . . . . . . -- 1. . . .. . . . ' V • rL . . . . : •: . . ' ' . . • ',•!:,.;-:‘, '4'4 ., .4- jp •L k ?', 4‘,. ' 1._ , j _ I OW It PROjEC i : COC:xNE X 1,4 _l_ .__I-... --,....._. ....,7„44 i . : _ _ , ...1 : , ,.._,LA_ . ._ , _ It 1, 1.,Tkir lit . i II - DATE: &/02/00 JOB NO. 000LeCEEEARED BY: ,45 , __:__f_a_ .. „......L. _ _2. . a .. r - i Cr)rIstruc.tic;r1 ,z, honer ,‘,EIC: 620-2085 CLIENT: i'l Ci< TERRIER STRUCT ION PAGE NO C. OF Ld Wdt 000E 20 ' S292 P89 20S : 'ON XU EINI limit :. LIOd _ . ____—■■=iirml■■ - , — - -----,-, . r 1 , . i !Jr J 41 1. I : ! 1 ._" i' ' ' 4 1' and Construction Services inc. 9025 S.W. Center Street Tigard, Oregon 97223 \ • . \ \ . - •-, FAX COVER SHEET DATE: August 2, 2000 TIME: 4:26 PM TO RICK PHONE: (503) 245-5703 COMPANY: RICK TERRIER CONSTRUCTION FAX: (503) 298-2667 FROM: Alan Bodnar PHONE: (503) 620-2086 FAX: (503) 684-3636 RE: COGNEX Number of pages including cover sheet: 7 ‘.,. Message - - :, - ; „.--;-;7 . -•-• SEISMIC BRACING CALCULATION.}-- . , --,' ', --..,,----- ,...—..atmgat "'" - • ' -"-' :'-'• . - - '; " SS . ---.:.•4 \ . i Td WUAS:FIT OF127 cn 's1 9c tS9 c0c : 'OH XU-4 SHI632NintE I1001H : t,Joad SENT BY: N � � .�b03 640 6004; JUN -12 -00 1:1 PAGE 2 (')AAA? �%ju�'?cr o- � z1 � Form 5b Project Name: CO5 r1 e. Page: f o ft 4 INTERIOR LIGHTING POWER — oa. sine Method Method Retail or (a) (b) (c) (d) (0) (f) (g) Mereban- Max Lighting dice Floor Power Power Lighting Group Area Area Allour. Budget Power (rt (W _ ((c�i)Ye) +f (Group M) tt area Is leas than 2,000 tt2, 0 3.a 0 enter area In (c), this row M If area is between 2,000 and 6.000 ft enter 2,000 2.5 8,800 area In (e), this row • If area exceeds 8,000 tt2, 8,000 1.7 16,800 enter area In (c), thla row r ilk (a) (b) (e) (d) (s) ..... <;'' `< ' ; :. (g) Uses Other u: . Than Max .f Lighting Ceiling Floor Power ;, ` : Power Group M Group Occupancy Use Height Area Allow. , , 4; f , Budget See p. 5.1 for (n2) (W � 2 ) , : ' , d * e instruct o (� under 15 feet 0.0 "` . 7' 7 0 �s- Q: c o 15 feet or more -- , 's ;' under 15 feet Mill MM. <`!. : ;',, S W CL � 4 �ous _ 15 feet or more " p ''':;' T� 15 fest ar more ;K, r,, 1. Total Interior lighting Power Budget (Watts). Add amounts in column (g). i . 2. Sum the page total(8) from Worksheet 5b. 13 1 2.2 3. Total linear feet of track lighting. 1 N ''r',.';':;::;Q!'":?' 'r< 4. Multiply line 3 by 50. f 5, Total Interior lighting Power. Add llnes 2 and a. /� ►2 a 6. Total Control Credit from Worksheet Sc. 4n) 7. Total Adjusted Lighting Power (W). Subtract line 8 from line 5. l N7c-■ 8. Does design meet the budget? Enter "Y" if line 7 is less than Ilne 1, otherwise redesign. 5 -2 Lighting (186) SENT BY: 503 640 6004; JUN -12 -00 1:10PM; PAGE 3/5 Worksheet :fit : , Project N ame: o n eic Page: Zo.c! 4 LIGHTING SCHEDULE Enter the number and type of tamps in (a) (b) (c) (d) (o) (f) the luminair©. see Lamp' Ballast Table Sb for typical Lum. Fixture Luminaire Tab lamp codes. 2Enter tnenumber ID Description No. Description No. Description Power ( Xb ) and type of ballasts in 111 /umin ®ire. For C �. 2 1 3 1 8 1 e. L gC-T f � . fluoresce/1r and �=+ high Intensity discharge lamps, - - . typical ballast fl IA , c _ % 4co w M k \ MAG-.1 4-b \ abbreviation ere: MAG STD for a�/ Magnetic Standard 0 tits,,-).,, 4C L 1 ICY i ,� I. c.91. • . N/A ■ 00 -MAG EE for magnetic enerpy- eNicient -ELECT for . electronic See Table 5b for - other ballast __ T abbreviations. . . , 5 -4 Lighting (1/96) SENT BY:.; 503 640 6004; JUN -12 -00 1:10PM; PAGE 4/5 r Worksheet 5b Project Name: C ot Page: 3 o. 4 INTERIOR LIGHTING POW. 'Enter the Quantity (a) (b) (c) (d) - ( (f) for every non- exempt luminaire- Lighting Do not consider Room or Room or Plans Designatior Luminaire ID Quantity of Luminaire Power track lighting on this Sheet No. Luminalres1 Power (d) x (e) form_ 'and Vining A ww• lsaorounred for on A rii \,(7ck Loa., (Q.478 Form 5b. 0 41- 4 t ,, E344 o a kco . 8oke.) ■ .. 1. Page Total. Total the amounts in column (f). ( ....4 1 a (1 /96) Forms & Worksheets 5 -5 SENT BY:,: 503 640 6004; JUN -12 -00 1:11PM; PAGE 5/5 Worksheet 5c Project Name: C o t Page: , o ,p 4, INTERIOR CONTROL CRED . ..II Definitions (s) (b) (c) (e) (f) (g) LUMEN MAINTE Room or Quantity of NANCE CONTROL Drawing Luminaires With Luminaire Luminaire Control PAF Control Credits ID Controls ID Power Code Value (b) x (d) x (f) A device capable of w maintaining a preset 3 1 / o r� c — . t 8 4 2 et illumination A LI (O L level by automati- rally adjusting the luminaire power. - DAYLIGHT SENSING , CONTROL A device rher a mamaa/daily - extends the power input to electric lighting near the fenestration to maintain desired . • work place illumination, taking advantage of s_ daylight. ShOuld be capable of reducing electric power to 50 percent or less of maximum power. ' Three typical types of daylight sensing controls are: • Single-stepped control. Auromati- W - cally turns a light on or off when daylight w levels exceed lighting requim- ments. _ , • Multi - stepped dimming. Dims light In discrete steps. For example, dims light by 25 percent, 50 percent, 75 percent and off. • Continuous dimming. Dims light in a continuous _.^ fashion, 843 OCCUPANCY 1 • Total Interior Control Credits (W). Add amounts In column (g). SENSOR A device that • automatically tums Power lights on when Lighting Control P AF someone enters a Adjustment On/Off 0.10 room and tums Factors them off after a (PAP) Daylight Sensing Multiple Stepped Dimming . 0.20 preset delay when Continuoet6 Dimming 0.30 the sp9 Is Use. in column (f). 0,14 unoccupied. Lumen Maintenance • • 5 - Lighting (1 /96)