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Specifications (7)
00, M :• H 7 B ILDI RECG :2 EIVED D November 7, 2008 NO � V CITy City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 -8199 Subject: Clean Water Services, Durham Advanced Wastewater Treatment Facility Phase 4 Expansion, (Influent Pump Station) Contract 4969, Durham Road This letter is to confirm that MWH Americas Inc. has performed structural observations in accordance with the 2007 OSSC, Chapter 17, Section 1709. To the best of our knowledge the construction of the structural portions of the Durham Influent Pump Station project have been completed in general compliance with the approved construction documents. MWH welcomes the opportunity to discuss the project details with the City of Tigard. Should you have any questions or wish to discuss the details of the project, please contact Bennie Betz (503) 547 -8133 or Craig Wilcox at (925) 627 -4554. Sincerely, g,fer / D PRQa � �l G I N o ss% Craig Wilcox, P.E., S.E. `4 t v % 7 3292 2 Vice President OR GON 11c 13,2 - 00 J OHN \NN\" EXPIRE 6 30 20/0 2121 North C.thlortu:i Boulevu; f. Suite 600 Tel: 925 527 4554 Bonding a Better World nlnot Cr ek, California 9:596 REQUEST FOR INFORMATION MWH MWH Americas RFI No. 571 Owner: Clean Water Services Contractor: Contractors, Inc. Project: Durham Facility Phase 4 Expansion Project No.: 4969 (For Contractor's Use) Date: 6/18/2008 Subject: Request for Information of Fire Extinguisher Locations Reference Drawing or Spec.: 100 -M -001, 100 -M -006, 100 -M -011, 100 -M -016, 100 -M -02, spec10520 -3.2.A Statement/Question: Per specification section 10520, 3.2A, the Fire Marshall shall verify mounting heights and equipment locations for the fire extinguishers. However, the Fire Marshall is not willing to visit the jobsite for this task. They have advised us that there should be at least one extinguisher for every 3000 square feet at a maximum spacing of 75'. The mounting height is 5' -0" max and a minimum of 4" off the floor. As the Fire Marshall is not willing to direct locations, it is therefore up to the Engineer. Please provide specific locations for the 20 extinguishers for the IPS as soon as possible. I : Suggested Resolution: CONTRACTOR'S AUTHORIZED SIGNATURE: Michael Eubanks (For Engineer's Use) Date: 6/19/2008 Subject: Request for Information of Fire Extinguisher Locations Response: See the 6 attached sheets for location of 20 fire extinguishers. ENGINEER'S AUTHORIZED SIGNATURE: Aaron Orr / I City of Tigard dt ve • Plans B �� _ D b tJ r Distribution: 1. Proj. Mgr. Page 1 of 1 2. Field Office 131 )P L� r'y� ,) 3. MWH File V — E..�l�6j 4. Client CM 302 (Revised 8/12/01) SITE COPY Fire Extinguishers: EL150 HVAC Room (1) North wall, centered between Doors and AHU cool water drain, marked non- potable water. EL 132 Ground Floor Electrical Room (2): On east wall, 12in north of the door. , Oii south wall, 24in west of VFD Room .A door. Valve Control Room (1) On east wall, 18in north of door on level 132 Ground Floor "B" (1): West wall, 48in north of column 'F. Ground Floor (1): South wall, 24in west of SCADA Room door. Ground Floor "A" (1): East wall, 60in north of SE man door. VFD Room "B" (2): South wall; 24in west of door. North wall, 24in west 'of door. VFD Room "A" (2): South wall, 24in east of door. North wall, 24in west of door. SCADA Room (1): Centered. on toilet door wall between door and corner just south. EL 117 Odor Control Blower Room (1): South Wall 24in east of door.. Wetwell Access Control Room (1): North side of middle Fan Room "B" (1) East Wall, between thermostat and potable waterline. Fan Room "A" (1): West Wall, between thermostat and potable water line. EL 102 Motor Room "B" (1): West side of stairway column: Motor Room "A" (1): East side of stairway column. EL 85 Pump Room "B" (1): Mount on west wall, about 30ft from south wall. Punip Room "A" (1): Mount on east wall, about 30ft from south wall. . _ G) p r _g... . . ii 4 au _o 1 _ • • OBARLAn In PACPAGEO MvAC MT 1 2 I .. 1 , 11 ,--errerT GLOWER , i ACGUS HAYDN • I , MAMIE= PACKAGED WAG LPUT L .: g i ,... .igirialidokmornitiv , 441 • I i r t . 71 ,,, jg ri ' III ' ' I I I .: AlkyDMI.A.Mk I, • , lEm:H. no RENEWABLE FILTER InEntA u 1 ........_.• ilul,..7 ..44 1 lit, AIrt Nuke PARTIAL PARTAL WIRBATON ! 0 • ' • 1 1 II ---- ..-- -- d V L ...... 1. .-.‘",3, I . 1 ' IMIl iir • ACOuSTICAL LOWER PLAN X PULS R V 1 , Ito4.013 Mi.= { i TYPE SUM, 0 --Th ' --.. in I 4 , ffillr7 .1111111.20.."-_, !ILL a-.-..-LNE,...K1 . - , ,--,,, ,,,,, 1 Y•G - .7. il.,:r...•••&•=:' 1 i '''''' -----' - --'---'111-1116, _ .. . ________ .. . yerrEAMS 0 Woo lYPE . • . I . . 1 I • • 1 ... 1 M _,,,,- .. 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M 1 &l a? , firl 1111=11114 1 3 1 I ' 11111= JAIL I 1 i Ail _ pump &TAIT. N 'A' R6OF . . tr, e , eramtatedlei C) SMARM DRAWINGS 1:11:10 c RAPANMEA , rmR a MR ROOF Mal LOCKDON .iii Aim .. .,:. N MEMO' DRAIMINDS i ..i e , ...- .-- , ■ rOR ROOF PAIN =ATOP A r OVEAFIM ORA= t'z.\ SEEARCD DRAYPNCIE RO °PAM -. VEFMLAD011 INPE Z ..--. i li. ''..---.. --'-'1 FR OF =AM 1 VERTCAL PROJECIION I - \ " SEE ARCH DRAWINGS FOR ROOF DRAW =AWN a , --5007.0,10 CHCI.OSUM. . S . . VENTILATION MR OLRIGT , S I 5 , i CONFORMED DRAWING = Th. &,,,..,,. 1; a conformed rionottp ond Ir. not a , L 4 J L, 4-1 4-1 4 part or tee tantracl &cameo., That draw 17 ; provided 07 a coUrkay to toe tordr.tar. In tho 1 , . event or o docreponov setwee the conformed • - drawing and the ...PC! MICIIMent7. itIC :7V j dycyrnym, ..o 90,,,, i Ecy.E ...sac C, IV aunerrotair M....04.1CAL t3 11 ms r_, or Lowe... 'VC. ncobOrtmnaetratme owes 0.7 ,,,,,,,,... . -",•-",.......,,,, ..,,,,,, _,,,,,,,,,,,, _ in...aria...1n NAPO '1.4 a•I't M IN H NARBLARWANN ,.„.., ___, DURHAM FACILITY NFLUET PUMP STA 2 I - ClOn Vinttr aCMCCS PI 4 EXPANSION INliON ROOF PLAN 1 comiaw144001441.473 .374103:4041 ODUERASSCGATEB-DISB INTOINKIIONAL No...* n os.o. Them warm CI _ i en , Ozoterneren NW TOM. MOTO ...... jopp,,,,,apiii613.45 ut.00T Ka tavc ARGICECTBASS0CRTNE BIC onomar nnh• 41#77 - -- --- _ - - — 'TT — ' ''''' • SCE SRCETCOD.C.OR i i ----1 " 01 1 C"454a FOR CONTINUATION VA . 3 m$NEEr000foz =a ,. C1-13103 4 SCE SMELT OW-C-I20 r „.,,.,.ocvneoo_ ; I BD() ' IL \ I FCONT \ 11 ,, / I pa/ 144.00 S 0 In - 1 - '-` : SEE S/<ET CCO.C.040 Z i OR INUATION -- ... ... man& 1 Parrua INI: i 1 J. 1 • ST FA (NJ RAN 4 I rvuu 2 loo..1.020 1034,01S 13 RATER FOR _...--r i SLOWER RCON • . , ----'-...-A-1 ..... , ' l' CI. 170.9) ----- ( itembliS ) .._ ' "- - 0 . , . . nnon. WI I I . 1 : ...■-. ._ ... . 1 ... 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'111 1 - 4 -.-", , GROUND FLOOR - W: - — ' — 71, I . t i , 4 [.."-:_t.,:i14 ,..,1; BRIDGE CRANE ''`• '''...= :11 "----- *--- I ----' - :4-4 REW RANrX 1 I : 1 (..l.) SRIECE CRANE . ( mom= )-----_, • 4,4.144 a, - - .. .. : a WOUND FTOORIr i , 1 .` ' 1 : ' . , I ■ I t CCHALOT FAN i - 1 Ell ,i . . . ---4. ' i - • N • 'FLOOR 4 - 4rgismg e . — ,I • , .• ' I _,---...41 , ._.. _.._ . . I . •_. ,- -11 - . -I I ' ; .. -__ = ...Li-- --,-,- - :027, .. . -.F.1.1...„,..1.__.ii • 1. Au, sumo NOT RATER SuPPLY ANS RETuRN PONACI MS AND Hal SHALL SE PRE.n:SIAATED PROPER SPEEMEATION Oi200 Al CONTAACYOR SMALL FIELD W SIZE AAT) LECATION L . I INv 125.1A /III My MAD MR 1WA 1 . P. I_Lr... q ISIARC31 J O' . 1 ROCH V> V4-\ a . ""D-----"''".re , - 1 r ,c03._*;N *Nut vIER t.) 'MEL= uk I .. .. NEATER 1 . N., --(IMAGO/ e**'RMR°°LraTM1 CONFORMED DRAWING ,,i T ..... li\'' urtrr- \ i ' AC UNIT ! pot! :0 IhA conaoet docurnont7 To, 1T721 4— \ O.• SS 12) LS. , of °LAIL:a or: a coo Losy to Lilo coot, actu, . IO LI,. I o.,e of a anToroponc 1 y Oolween ale tonto • ' 2 PT , -- SEE ELOVAGEO PLAN i d... ond the contlott nocer,en2t.. TN, coniror, Mr 1211.D3 DI4SNEEI VOROLS doCur,/ to :. boll oov 1.13 FT COVER • - ....e.";,...D.n. L _ - 1. ;.„Istooz, lar i oc..c VAMING 45.71rf 31.NOWIII.• lAn ZTL 0 ••123 ' "loovoo-TaT romovaartawCPM.T30.11.61--'- -.4g, . DURHAM FAOLITe 1 - .1.7.....7 .* f , ...b.........mt.. , ...r) - - I ." ...., 4 , Doo.ro 0, ,, , ,, sormrx ....,.. _._ P.OXCTY0.11.4.1 MWH "Ir aE2IIMIECIE SETVICCS Pli EXPAMSION woomo.A. INFLUENT PUMP STATION GROUND FLOOR - PIAN WIT WAS..11. , SWERASZTLXWES•IWAWILATATrout. o.............. nEv I mar 1 nv etSIM;TIoN - adv./ow a esmrs S. SU _1mm_ M - *Now. onvors mug Lerutvoo. Asrt , 05101117)C1SASSOCIAMIEPIC ______ Z : .4. 0 -- 0 1 !i (D ,..---- y • 4 )- , V , . .....„.„.. ss o R I . . .. 1 1 1 _ , ; as . ; 1 OL ..- ' I ODIATIST FAN • _UT ' I NI -- Ei.walma t03010104 I C 1 ' ( ttanni7 )- -n,„. t 0 : 1 I I . PtANT AIR CANSPRESSOR PART001. • PARTIAL awl a I PLAN 2 _ i -- I i 1 6.3•FH $2 I . • . SOW PLOP ! - 1 • ! I E 1 i r it a - ! :.731L--.....•= 7 . ll ..--\--- 4 F01117 67X2 Alli $.0nER) 12bAnCITS : 12014$13 •aeTEmatE 130-4.015 I •30-31213 ......-........_ I - - - F q ( 130E7= ) C FROU MVP RN hla -- 1...1. il I r=t ' I ' • . - 101 1 ' 31 I l'3 SCRIM , Li : PLAN 3 , KAN 1 DISONAROE NEADAR - ••••, '''''--,, F Pi _ • 41 M , i ..,Dot SLOWER ROOM 100.3.01.1 i 101:41-012 CRON alANNANIT• l . . .... ... . . ANNY FAN VTATARIA . t00:01112 .— — - & la ■ ;,,e. 1 ( ,,,,,,,„„ ,HOT■WETER MAW I Fr 1 1 /11: rtaCr I ki id OOOR CONTROLALOVVE • = _.:' , Fi l lr ''-- 4 .-- 'Et=P ( a:0MM ).10T WATER RAW I IL ---_-:.- -, --- n P. i._. ______ ,,,..----- _._.....q ' / _ -------- SAD I _.— 7- n ' V .n.-n- ----r--- • - II I! i BMW . 1 $ N I ' \ ' . ' 1113 n . .. a..4.,,. . , . ( ) " El ------- ' ' ---a- 1 - 1 1 Mra• =Mgr= 01RaT NM It . , li MtH KAP RN,: SUPPLY FAN 1,- ra d •,..„,., i ,,, : ,, , 1 ,.. . • ) ' • t : ( 11:03111135 ) -,.1 1, • . ' , - '-, .0 ; , i , Ell PULOH$113" -- . • n : 1 -e-0 , --- ••• ' : I ...-.....'-.: : • , . ...,.-_.L.-' -- • OIL RUMP RN •Al ...;• - --, X0:22 IAD -- / , 1 I 4,i 41 \ •■ , • 1 1,-- \ 31ATIO SAO : 1-n: I • ••••••-•----- \ ., i •••` t ---` 1 : n e • - g *EL L A CESS €k 0 0 hit , — - - -- , 1 ■ ' - 10.0114 $ i . - . : I •,, I a I , ( imam= ) NOT wATCR PuAal . NOT WATER L : / s : ■ 1 p.m. — -- 1 . il \ 1 -11:94•0212.1317 t , , , :,- --- -- 7 1 7 - , ... -- - I •: - I I d -•. '' .1 : I n - . :I 1 I • - ' - - '-'..; '•-.. F .- -- ,-, 1 .. ..,:i.„9, I , \ -1-3300 ow - ". =Pa SAO .1 ... 'FAN ROOM W !. ,.-. ! - / ' ' I 1 I !1 .1 - -''.'1 l i ! '‘ , . e. e ' ■ R '., FAN 1 . ■ I k . ' ' 1-- 763.' z Z -;-4 . '..— ii:' ' li — - ! i 1 ( ‘; -1 . / \ ---LJ 211 L b : _tel. • - ro.' u - i 1,11,..-.:.__ , ! [ :.. \ :1 ,! iy . , --, r H , , ■ li / 1 1 Eil ' g Lei ., I I I , No MI j ",,,,, 1 . . 0171 1 , . L.- lii 11 • i • . • ___ ..._.„ .. __. , ... ..,. ....„..... ...... AT-mial-iiiiiiiiiii•itiroliv- . . • •... mr. ---*. , : s a i ___ ; ___■__:_,.,Noun...... ,,„,,, 411D EAD , 1 FUN RAI . 12 . mER,,,,,, CO1AUST FAN PURR RN IR -------; 1 .1"-•••• N n II •-•._ n'•• i t Nal 1 4 I I. I f ' MERIDA ,...,.....11%-4 / \ • wgio, ■ • -: : 46, _ -- MEMOS 1WP14 .A the ( ItECIATICN ) PUNP ;L i WrTN W 1 4, CAD, SUM:LW STITO. • ELDEDE - MMERT; ( I cOTTATIOT )---' 11 • - H - - -' • ' WEIWELL ACCESS RN 1 , DRIAIRTT FAN 1 : I PIPE CONCRETE ENGSEMENT SEE SKr 130.8403 1 , , 1 _— C 0 NF OR ME D DRAWING . 7 ?ssIPAre, : This raw. ing is 2 G On /IHVIed at owsno and .... no 1 a .1! royal ed de a toaled. to Ihe contactor In A- - * L. .4i . . , , ...: , .4,1 L.... , R0lt 01 15, cot:toot docte TA: 0 1s • tr t : . • ■ 1 ee•et 01 0 dltateDontv belweon the tenlonet e- ' • ' I i trtning and the ten•tool document, 1110 euntrot 2 • 1-- aotntrat: shell ao • et _ -..- Mama ATV pAactlan at 1. . ..„„ir Nce••••t•A M w H PRAT 333 A23 i 4 ...N.A.ANN.,219.0$3.21.••••____ ...,... : ,..... 4 no. 1.1.1.1.1. S"'"' ,.......,.. _....... A rei. / . 1 4, ......, ._,....._-, 1 DURHAM FACILDY ...9‘ 1 . .C. INFLU STATN m_ •asar . or otons•••Ac AcrAtadandes Cie SCV4 PHASE 4 e<PANS ENT PUMP ION WET wELL ACCESS R IO OOM PLAN . n.arg.: It.?Ft.nos_ 01.1 m voMaIonnof mar strAtuRA 1; a 0.1•AttoN PQM.. ONTOCD D- letaowat ON... weal mune Wel 041% SELICAASSOCATES•ENSRORFINARDNAL eorarAer on- AMR. — V 0 0 0 i • n _ PAM 1 I w oP�� > I ; i I I il i l ap oos -OW 100-741:0 :9 I ATC}ylt� l ,ca:o I ,00.^..am 1 ( I TT „a 1 ; i �t /Pa i i a00 sm. rse I r.. watt, ra i i PARTIAL j PAarMa j rrFM� 1 aosno ,. m3 i m " n � aa. I _ i L ,aO.LOO , 1730.5-0737 P P ( wCnaxmr. ® \ . it ] _ _ I — 1 r i_„ — • 't le (- t � i L� i 1 III � 1 mY.a L PPE I ———— ' em.eao a. ` — I IE — I \ !r —_ ' — —iI ' t °OPO O • GTGW4VG I `Y U0t_rall . i �, 'I INWIct011 t PUMP aa 1 t_I - - t II • I VOFVO .- °'_" �! I 1 \ j t : . � m — y �`� "" I r ���y�� — i .mow, OT ■I '-i-i-,11:, . �IA 1 I _ 1 _ . a j._. A C 4 ' � ' .r I- G INFLUENT • — — (� � � k � �� cam; ... MOTOR OF . � I . J UI , ._:..' M I ` MO O PUMP St IWWCNT PUMP. WOFVOWa - - _� ' 1 ' _ � 11:-.t. � ,... ._ � GTE PAWL � I __. �, i .. _.- . .......- -.. . 7 MOTORROOM mum,,,, I 1. ` Mt R OOM - A' , (WOrvoW?) A f , \ f I J � GSC VALVE I , (,. 11 I.. I f 1vE --0' ' WEfWELL A 1 .1 if I oaMOm.an ii � � il _ � �� I �' 11 6 + �1 1 �; �L I I g =Pro aco EAU 1 • 1 B CONFORMED DRAWING _.... .. _- The. Q o...a a o con I arrnnd dr w ar4 t o tract at the contract documen fa , Thin crphinct nt7 pra.eled o i n t or . In the t tprent I dr owmq and to :pan ct Dr-twee. documents, armed , h con ot: , datum enta ahad anyone PLAN !ENS a.Tn awancam tans M W � m, Or � _ t ..�._...._. e M Iuatmaa urn ao.wanczun (J ` 7 ' --I-------- __ . - �. Ct ._, ,,t,,,, - _ - EWE ® H wasann�a hf PHASE FACILITY INFLUENT PUMP awc: -. 100.M-008 $ ......- 111..,V ea rA MOTOR R NC aww;!�TMI� *awaHaruua .11.11.) .11.11.) aexa.w ( W7 $CtPmCS ROOM _ *c __ InWS _Ca,edYtTmuwwti a•Om wrFAWIOMLL u a a... .. - .Y.__ nIX O Atfl K4 MIA. anima , ,,,,,, acv &An ' Ot�tPtd M,maWL aeeco_amw,.- - MOW..ae.avaNNW, MC. uo. W. ANMVECT4A56 =QOM *X oza/CT p.• 4909 ' • ' . _ _ . _ . _ _ _ . _ - . ,.., 0 0 0 . , . ._.1_, , 1 . , 1 1 j AnrcriAl. ; ' N I 00. F. ( 1 -------- \ \ - , • iigi 9 1 I RAN IDDA1.110 : 100+44508 mATCM.LNE , 1 100 M i I - - - - - - .. - -- —.. g 5 ‘74r I if i I I, 1 F41 70 1 I ,—i I i 1 WO MO 7 1,0% T 7.er 1 . Agineki. i PARTIAL MAN 3 I "6 I 1E044-07.1 1 1004.4-00, 1004.0' 00 , 100.6407 1 I- I 1 t 1 1 ' 11 - — — ' , 1 • . . m . , -. . , , 1 , • ejs. . r ._ \_ , . , , • , , ......, , imi : • Ili_ WAS SAD ---- . . --i----- .1 .• • ■ \ ' \ ' .1 7 ---- — 'I- I . I 1 - . • I -.-,-,--- f.fED ------ " ---- -- 1-•-■ A ' 01 ' J 6E:211ZED GATVAINE -1.- ,- ..... • .. I.. MilliriA PWINIE4 .0 WOIOR OF INFUJENT PUtAa la ' 1..... gna ,_ ___ ■•=::." ,..x, ..... '''''' . ' ''''' .. / r i , ,.,_ r--, — ••• .,.- '._._' 1,1 l' ,,—, - Tiar . c . Ilio" 4:4 1 - 1: - . 0 '00 F VOI06 GATE VALVE ' INFLUENT PLOW Se • . '.* ' •C.,,,.. ,, „ 4 OAIE VALVE I -`1 .----- .1: ..--------,=', i f' `---"-,' wc...•°'......t.P !.. _,,, -.")--..--...... - .. - .!' J.: .,....., ..... ,,, , .. , 1 ,..? 1 , • .... VAW 7. 1.4CAOR Of i lin ' ' '.' ; i INFLUENT FIJAV• Q '' t ' 1 111 , I. ' ' ..t7 ' _ .- _ 4 1- ' ' - ....L. , • III , . I y 4ir , . ,, . WITOR OF - i iNFWENT Puks.c5 [... 1 I. il Ni • ' _4•.-7• '''' : I C1-.:-.. .-.11121!! I: ' (-4, '. _t---( =Prom.) i I B I 4 g • , z. - 4.:. ''.. '2., — OATEVALVE ' !!.• • '' • , I ' ' ' ....__--- ' 1117-1. 1 IDLIA0 , ,.... I i ( 10090 .) I ' _ • .:-.,,.. I : stt F DIC 1 100n101 MOTOR OF - A •Zoir, tO . ,k' IMTOR OF INCLUENT PUMP el • ,-.. I , ,h, ,...,,, 4 MOTOR l'iotiM -- : NM - , ! ..„------L.. ' , 1 I loMP02 1 . i (mot tektyr 1 n jiT k —W,.lL . weroiEu WE ir 'I 1TWELL M * 1 I - A. -t-LL 411[.. - i I , ,o •• - Ati „.„_. .4 _•,_ \ 1 , . 1 E 0 . I" „ "k■ 5 vsb EMI I • , -311O FAO , . , , , __; . . . . ..: ; 0' ; , . _ .... . . I . , i , . # ti 4 L l - H.-..ri —: -- hil. .......-H-j 4, I Ly. 1 ,,,s cka.0 ;5 o contemned IT intino and re ndt D Po *I Inc contra:I docloAcntr, ThA crcmnA I, I 1=r0•Od 0, 0 Fvvrl 10 0 COnTr 00:0r. in trw , 0,1” Of o d,crcponey bcI.eco min contemned , dro.ing on.i/ !he .f. DM, nO soctm■erclr.:, Int tpAVOC: <loc.- cm to r.tviill ern , i ., • : ecna 00.001.03 0,11, .90ORITO 0V 0 1 I WM. -....P ,,,,,, 4/0,0i .... DURHAM FACIUTY ma: 100.-m-0 own, 4'.',... OVIZIWalitr Sark= pHAsE 4 ExpANsioN INFLUENT PUMP STATION 1 - I rtnel 1.conronund mum. Norwc4.9.14er SOJERAINOMES - OM INIER*31:44V. MOTOR ROOM PtAN Tiell 017074.0 0 .3. Val,t011 . SIVreft 4.Awn no, , WE tef . =awl.. ." ..3. . 2 D.M. . " *. ,' -..-- 1.......07 - 1.):013eriD. - - .1E _ AROCEOSASSO0,414 Pt oacurVf AC, 4 10 , . _ , ,, . . _ 0 0 f I I ' ,.. I H I I .—g_ I 1 ; ; E i 1 I 1 1 ' Fvutrnkt. FtARTAL • A 111 1 1 1 1 1 Pt Au 4 MAN 2 ? 100-1.005 11:0-main 1 ri I I i i i 1 1 i -- -1 -, i Suarlati Elbow - 1 - • - - - - - - - _ i r •ii , mit./ 3 PLAN 1 rir-r ' 1 Ir.r ; . ter-S• 1 . 10:41-00 1 t)114402 :1 I \ I I I 1 ' ! 100-$434 . ,04.002 ; . A 1 / 1 • I 1 1 i i i / ---( tott,volos ) ?mire WYE YAL.ve , 1 • 1 . I : 0 lOttFE CATE \ , J10 MI ... ,. - ( imPostO ) 0.101/iDle PUMP KT INCIAJENT PUMP I0 107 ROCA t • 1‘ ' 7 ..., ,.. CtiZnItWJAT ( 1COCYGIO I D S )— ailing ...... -rOttK VALK SI . . 1 1 '-- ' ' • — '—'1! ( ) 01 1 — ITYP) . 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'!'llti; : ___16. . • 761 ..4 17 17 Pg■V"'.4. i -- 7 1 1 1 i i., 11 ol'i ,_ ., 1 IL ,--' -' 7 7. .../ , . . . i tcomas TANKLES8 ' , 7/' .. 141(1.08 . 1 WATER HEATER I 1 16 Z IMMO )116 31.3L37120 DRUMM 1 , ■ ) , . I 1 I I . I ( INPOtt2 ) g trOn13: WWII ! , . St.IILDWG ()WV= E t cotaRACTOR smavemvAcnmi RAW surnomf maw= msvmms cm I . PU04011 . E Of 7 01.0:16347N MTH MM. toitttFACTURIA PROR ID MORICATION AM 1.151ALLMIC*0 OF 2PL.I. PIPESAND POMO OF CONCRETE FLOOR AND VALLS. . 1 . f . i . ' RWN 1 . 1 2 - SEE srerr =Awl root otArcto sernori OF 40 MOOPIAIPSUCTION 4 o 1 . , ,,,,... CONFORMED DAIG „,...,„, .:: . • 3. ..„d port n• t!, tontroet document Ti, cro.it, , Vat EIGICIARGE PIP= DETAILS, TYPCAL MR INFLUENT PlIt. IThx0 .1. , r t 4 1F - 1 4 =smut mcmtsa FOR EMAIC£0 SECT2:41 OF 25 MOO PUMP SUCTION , as courtos, ro 1, tn cfr con3n2tpt, the AND 0010201.42GC 010110 °CMS. T201(3.1. fOR 2.23.1.02tPU612 V.. at 02•203 IL. No,- re ON ttelltENT von' o t n disc,epon<, bel.con ..K. conform.. 13:11111*111 Ovr■ng and 12e con: t oc: dOcutnent, tho cnn,rnr, , 1 tlocancnIt. :hall 20vetn. -/ 2 (-- 7.-0000n610 fr taft, 203 Of 421 .....?" DURHAM FACILRY ... 10D-M-00 1/111-11 .......— acanw .,,,,,.. scrvi ,,,,, /NFUJENT PUMP STATION PHASE.% taPAIISION PUMP ROOM PLAN 4 — num 1. CDPIKAMO Olisifet2 - - MDT WAS= r SOLICRASSOC20126•003112+73.1.00.1.. .... •••■•*0 1...o. ,011:1$1...4111 WV: CIATE rIV OeSaiNTIO. 14177 10 OMR 00.7......,C,CL.C. MY.MITE01741100.1 LCS0011.10. to.r2 ARCHITECTSA3SOCATIVE WC •MOA .11160 ._ — _ .. . _... ... ' ' '' TMin Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Tigard,Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson �'e s ¢ iii Inc o ' Phone (503) 684 =3460 Phone (503) 589 -1252 Phone (541) 330-9155 9 FAX (503) 684 -0954 FAX (503) 589 -1309 FAX (541) 330 -9163 June 16, 2006 T0508904.CTI Permit No. BUP2005 -00087 Contract No. CONTRACT FIELD INSPECTION REPORT DATES COVERED: June 9, 2006 PROJECT: Durham Advanced WWTP Facility — Phase IV Expansion ADDRESS: 16060 SW 85 Avenue — Tigard, OR INSPECTOR: S. Stoner — COP#611, WABO #ST0707291, OBOA #337, ICBO #1060681 -84 06- 09 -06: As requested, CTI representative inspected the following: 1. Epoxy installation of remaining %2" stainless bolts for W8 FRP beam connection per detail S -563. 2. (4) 5/8" stainless bolts and (2) #3 rebar dowels for middle FRP column support beam per revised detail 2/200 -5 -001 (CDC #1). Simpson SET epoxy was used, ICC ER # 5279 with expiration date of October 2006. Installations conform to above noted details and manufacturer's requirements for hole diameter and cleanliness. *** CHECK ONE BOX ONLY *** YES NO 1. This is a preliminary inspection only. — OR — ❑ 2. The work inspected conforms to acceptance criteria listed above. If "No," the portions of the work that are non - conforming items are clearly stated above and will be added to the NCL. Remaining portions of the work, which are not preliminary in nature, are to be considered as ® ❑ conforming. Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfull ubmitted, CARLS• • TESTING, INC... Ja %/s F. Hietpas • terations Manager S /ja cc: Clean Water Services (Tigard) — Randy Naef City of Tigard Building Dept Contractors Inc — Mike Eubanks MWH Americas (Site) — Leslie Lara -Moore Sale. OR Bend OR 97702 Carlson Testing, Inc. 3,60 F Saha , ,589 1 6 0-9155 F : (503) 644 -0954 F. (503) 589 -1309 Fax /5411 -9163 Construction Materials Testing & Inspection Special Inspection FINAL SUMMARY LETTER October 20, 2008 T0508904 City of Tigard 13125 SW Hall Blvd Tigard, OR 97223 -8199 Attn: Building Department Re: Durham Advanced WWTP Facility — Phase IV Expansion 16060 SW 85 Avenue — Tigard, OR Permit# BUP2005 -00087 Dear Sir or Madam: This is to certify that in accordance with Section 1704.1.2 of the International Budding Code, we have performed special inspection of the following item(s) per our inspection reports only: Reinforced Concrete Installation of Adhesive Anchors Installation of Veneer Anchors Installation of High_Strength Bolts _ Structural Masonry Structural Welding- Shop & Field All inspections and tests were performed and reported according to the requirements of Project Documents and, to the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes, approvals and verbal instructions. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are a y further questions regarding this matter, please do not hesitate to contact this office. Respectfu . submitted, CARLS• TESTING, INC. Ja' - e s F. Hietpas • oject Manager JFH /ks 1, cc: Clean Water Services (Durham) — Randy Naef Contractors Inc — Mike Eubanks MWH Americas (Site) — Leslie Lara -Moore 1' ' Fire Marshal's Offices 4";- f North Division - 14480 SW Jenkins Rd., Beaverton, OR 97005 0 PH (503) 356 -4700 0 Fax (503) 644-2214 Tualatin Valley South Division - 7401 SW Washo CI, Ste. 101, Tualatin, OR 97062 PH (503) 612 -7000. Fax (503) 612 -7003 Fire & Rescue Building Survey Report FMZ : (to be filled out by TVF &R) Code Edition: 2003 IBC w/ 2004 OSSC Name of Facility: DURHAM AWWTF Name of Building: INFLUENT PUMP STATION Address: 10580 SW 85TH AVE, TIGARD, OR 97224 Owner: Clean Water Services Telephone No. (503) 547 -8175 Architect: JACK J. MCKINNEY ARCHITECTS ASSOCIATIVE, INC. Telephone No. (360) 574 -7019 Architect Address: 8513 NE HAZEL DELL AVE., SU. 102, VANCOUVER, WA 98665 0 5 -�, 45 iTEM ' j ,4 COMM ' 5 3C . , DFSC RIPI �ON ' xf k� a., a+ _..._,,., .. .. .w'�ri". s .a�K° „`��..r �'.N .wa= ''a?_, �.a..».. i . .s..,�. ^� ,,a,.. ,C'h` s,.•,.�t.�^� ,:. .G -., r* ,h'i; -„. �a? 1. Occupancy Type F -2 Low Hazard Use Wastewater Capacity Industrial Processing Treatment Facility Operation Influent Pump Station - SC 2. Construction Type Type IIB Year Built New 3. Area (Sq. Ft.) Total 9,159 SF Largest Floor 9,159 SF Basement 11,537 SF 4. Stories No 2 Height 33 High Rise [JY ®N 5 a. Exterior Wall Construction CR & MV - All Noncombustible / Non -rated b. Opening Protection None. 6. Interior Wall Construction CR, MFC, GB on SF, SFU & SSC - All Noncombustible / Non -rated 7. Floor Construction CR - All Noncombustible / Non -rated 8. Roof Construction OM on Rigid Insulation on Acoustical Steel Decking on ST at 5' -0" O..C. +/- & UL Class A roofing deck coating system on CS on Steel Decking - All Noncombustible / Non -rated 9. Attic Draft Stops No. None required. 10a. Occ. Sep. Wall Construction No. None required. b. Opening Protection 1 la. Area Sep. Wall Construction No. None required. b. Opening Protection 12a. Smoke Barrier Wall Construction No. None required. b. Opening Protection 13a. Corridor Wall Construction There are no corridors. b. Opening Protection 14a. Corridor Ceiling Construction There are no corridors. b. Opening Protection . ti ` Ida. Shatts No. (1) Matt IH -LK- type Mechanical connects 3 Levels Minimum 4" thick) b. Opening Protection None Required -No openings. Building Survey Report FMZ (to be filled out by TVF &R) Name of Facility: DURHAM AWWTF 5; ITEM- COMM. c 3 ' x £ DESCRIPTION 16a. Stair Enclosure No. 1 CR- Noncombustible / Non -Rated b. Opening Protection None Required. 17. Stairs AMM No. 1- Enclosed & 3 -Open CR Interior Enclosed & Interior Open, SFU Exterior Open 18. Ramps No. None 19. Interior Finish Class Room Class A Exit Enclosure Corridor 20. Exits AMM No. 14 exit doors Total Width 36" each 21. Exit Hardware Type Panic hardware at electrical rooms. All other doors lever or hospital latch. 22a. Exit Signs/Illumination Electrical signs with battery back -up b. Emergency Lighting Emergency lighting with battery back -up 23. Auto Sprinkler Coverage No-SC 24. Standpipe Class/Locations None 25. Fire Alarm Type/Coverage Smoke detection on ventilation exhaust system. Alarms throughout facility. Not a supervised system as defined by NFPA 72, but continuously monitored by Plant PLC system. 26. Heating, Ventilation & Air Conditioning Type Hydronic Fuel Hot Water 27. Electrical Installation Electrical system wiring is routhed through rigid conduit - steel conduit for exposed runs and PVC conduit for encased runs and duct banks. All low voltage protection is by means of circuit breakers. Medium voltage (13,200 V and 4,160 V) protection is accomplished by a combination of vacuum circuit breakers and fuses. Transformers are protected by breakers, VFDs are protected by fuses. 28. Stage/Platform None 29. Hazardous Area None - No hazardous materials listed in IBC Tables 307.7(1) and 307.7(2) are stored or used in the building. 30. Other Use & Occupant Load - The building contains no use other than housing of equipment . CWS personnel are only in the building from time to time to monitor and service the equipment and the building is not a place of employment or a workstation. Actual building occupant load: 1 occupant during daily walk -thru and up to 3 occupants during maintenance and repair procedures. Portable fire extinguishers - wall mounted at locations approved by the Fire Marshal. Total of (20) fire extinquishers -10 pound minimum capacity, ABC dry- chemical type, with mimimum UL rating of 4A:60BC. Comments: Building is exempt from IBC Chapter 9 automatic sprinkler system provisions per Section 903.3.1.1.1, exception 4. Building is exempt from IBC Chapter 11 accessibility provisions per Section 1108.4.12 Machinery Rooms, exception 1. Alternate Materials & Methods 1- Exception to IBC Section 1014 requirements for 2 exit stairs from Basement levels 85.0 & 117.0 and ground floor level 132.0. 2- Exception to IBC Section 1013.3 Common Path of Egress Travel limitation of 75 feet for F -2 occupancy for egress from Basement level 85.0. 3- Exception to IBC Section 1015 Exit Access Travel Distance limitation of 300 feet for F -2 occupancy without sprinkler system for egress from Basement level 85.0. 4- Exception to IBC Section 1019.1 Vertical Exit Enclosures required for stairways serving more than one adjacent floor. Basement Levels 85.0 & 117.0. AMM Documentation : 1, 2 & 3 -The actual building occupant load is significanty less than the egress system design Toad determined from Table 1014.1. The building is occupied only by CWS personnel who are familiar with the building ad have received fire /life safety training, or by trained contractors. This AMM was approved by City of Tigard staff during a pre - application conference. 4- Basement levels 85.0 & 117.0 are not customarily occupied and therefore it is not necessary to provide an enclosed stair for the basement stairways which serve three adjacent floors. This AMM was approved by City of Tigard staff during a pre - application conference. TVF &R Use Only Inspected By: Date I No. Attachments Reviewed By: Date Updated ABBREVIATIONS GENERAL: G Gypsum SR GB Gypsum Board R See Remarks SC See Comments GT Gypsum Tile/Panel RSI Class 1 Roofing System SA See Attachment AGA American Gas Association Certified RS2 Class 2 Roofing System RS3 Class 3 Roofing System UL Underwriters Laboratories Listed U UL Factory Mutual Listed SP Special Purpose Roofing System FM Com RS Common Roofing System (no requirements) AMM Alternate Materials and Methods APP Appeals WALLS & CEILINGS: TIME RATINGS: Use whole numbers or fractions; i.e., for FLP Fiberboard Lath & Plaster /Stucco a twenty- minute rating, use 1/311, for a one and one - halfhour FT Fiberglass Tile/Panel rating, use 1 1 /21-1, etc. GBW Solid Gypsum Wall (no studs) GLP Gypsum Lath & Plaster Stucco CONSTRUCTION MATERIALS: GB Gypsum Board A Aluminum LPC Luminous Plastic Ceiling AF Aluminum Frame MLP Metal Lath & Plaster /Stucco AS Aluminum Siding/Sheathing MT Mineral Tile/Panel C Concrete SSC Suspended Steel Grid Ceiling CD Concrete Deck SSA Suspended Aluminum Grid Ceiling CP Prestressed Concrete WFT Fiberboard Tile/Panel CR Reinforced Concrete WLP Wood Lath & Plaster Stucco CS Concrete Slab WWP Wire, Paper & Plastic/Stucco M Masonry MH Hollow Masonry (Cinder, Clay, Glass Blocks) MISCELLANEOUS: M S Solid Masonry (Brick, Stone, Tile, Etc.) M V Masonry Veneer ASB Asbestos MFC Filled Concrete Block P Plastic MHC Hollow Concrete Block PG Plain Glass S Steel WG Wire Glass SF Steel Frame SS Steel Siding/Sheathing SFP Protected Steel Frame OPENING PROTECTION: SFU Unprotected Steel Frame OP Openings Protected by... STP Protected Steel Truss CUP Openings Unprotected W Wood DF Fire Door WD Wood Deck DN Door with No Fire Resistance WF Wood Frame FS Fire Shutter WS Wood Siding/Sheathing FW Fire Window WT Wood Truss FD Fire Damper WGL Glued Laminated Wood SD Smoke Damper WPB Wood Plank & Beam FSD Fire Smoke Damper WPG Wood Post & Girder F Fixed WFB Wood Fiberboard/Particleboard AC Automatic Closing WPL Wood Paneling SC Self Closing PLY Plywood FL Fusible Link PC Products of Combustion IPC Invisible Products of Combustion ROOFING SYSTEMS: DHR Door Holder-Release Device RBC Fire Retardant Built -up Composition Roof RS Fire Retardant Shingles INTERIOR FINISH: RTR Fire Retardant Tile Roof RM Fire Retardant Metal Roof IFI Class 1 (0 -25) OR Ordinary Roof IF2 Class 2 (26 -75) OS Ordinary Wood Shingle /Shake 1F3 Class 3 (76 -200) OM Ordinary Metal Roof IFC Combustible • °" �j c1 oaooS -aa��' • • 1 . 7 � Fire Marshal's Offices L r^ ^' !, , ° ' a a'� _ ( , :.. 1 ,� North Division - 14480 SW Jenkins Rd., Beaverton, OR 97005 0 PH (503) 356 -4700 0 Fax (503) 644 -2214 Tualatin \ Valley South Division - 7401 SW Washo Ct., Ste. 101, Tualatin, OR 97062 0 PH (503) 612 -7000 0 Fax (503) 612 -7003 Fire & Rescue Building Survey Report FMZ : (to be filled out by TVF &R) Code Edition: 2003 IBC w/ 2004 OSSC Name of Facility: DURHAM AWWTF Name of Building: INFLUENT PUMP STATION Address: 10580 SW 85TH AVE, TIGARD, OR 97224 Owner: Clean Water Services Telephone No. (503) 547 -8175 Architect: JACK J. MCKINNEY ARCHITECTS ASSOCIATIVE, INC. Telephone No. (360) 574 -7019 Architect Address: 8513 NE HAZEL DELL AVE., SU. 102, VANCOUVER, WA 98665 ITEM COMM - g, ,;DESCRIPTION z , . 1. Occupancy Type F -2 Low Hazard Use Wastewater Capacity Industrial Processing Treatment Facility Operation Influent Pump Station - SC 2. Construction Type Type IIB Year Built New 3. Area (Sq. Ft.) Total 9,159 SF Largest Floor 9,159 SF Basement 11,537 SF 4. Stories No 2 Height 33 High Rise flY ®N 5 a. Exterior Wall Construction CR & MV - All Noncombustible / Non -rated b. Opening Protection None. 6. Interior Wall Construction CR, MFC, GB on SF, SFU & SSC - All Noncombustible / Non -rated 7. Floor Construction CR - All Noncombustible / Non -rated 8. Roof Construction OM on Rigid Insulation on Acoustical Steel Decking on ST at 5' -0" O..C. +1- & UL Class A roofing deck coating system on CS on Steel Decking - All Noncombustible / Non -rated 9. Attic Draft Stops No. None required. I Oa. Occ. Sep. Wall Construction No. None required. b. Opening Protection 11 a. Area Sep. Wall Construction No. None required. b. Opening Protection 12a. Smoke Barrier Wall Construction No. None required. b. Opening Protection 13a. Corridor Wall Construction There are no corridors. b. Opening Protection 14a. Corridor Ceiling Construction There are no corridors. b. Opening Protection Shafts ' No. t1) shalt IH -LK- Type Mechanical Connects S Levels Minimum 4" thick) b. Opening Protection None Required -No openings. Building Survey Report FMZ : (to be filled out by TVF &R) Name of Facility: DURHAM AWWTF ITEiVI COMM: DESCRIPTION 16a. Stair Enclosure No. 1 ' CR- Noncombustible / Non -Rated b. Opening Protection None Required. 17. Stairs AMM No. 1- Enclosed & 3 -Open CR Interior Enclosed & Interior Open, SFU Exterior Open 18. Ramps No. None 19. Interior Finish. Class Room Class A Exit Enclosure Corridor 20. Exits AMM No. 14 exit doors Total Width 36" each 21. Exit Hardware Type Panic hardware at electrical rooms. All other doors lever or hospital latch. 22a. Exit Signs /Illumination Electrical signs with battery back -up b. Emergency Lighting Emergency lighting with battery back -up 23. Auto Sprinkler Coverage No - SC 24. Standpipe Class /Locations None 25. Fire Alarm Type /Coverage Smoke detection on ventilation exhaust system. Alarms throughout facility. Not a supervised system as defined by NFPA 72, but continuously monitored by Plant PLC system. 26. Heating, Ventilation & Air Conditioning Type Hydronic Fuel Hot Water 27. Electrical Installation Electrical system wiring is routhed through rigid conduit - steel conduit for exposed runs and PVC conduit for encased runs and duct banks. All low voltage protection is by means of circuit breakers. Medium voltage (13,200 V and 4,160 V) protection is accomplished by a combination of vacuum circuit breakers and fuses. Transformers are protected by breakers, VFDs are protected by fuses. 28. Stage /Platform None 29. Hazardous Area None - No hazardous materials listed in IBC Tables 307.7(1) and 307.7(2) are stored or used in the building. 30. Other Use & Occupant Load - The building contains no use other than housing of equipment . CWS personnel are only in the building from time to time to monitor and service the equipment and the building is not a place of employment or a workstation. Actual building occupant load: 1 occupant during daily walk -thru and up to 3 occupants during maintenance and repair procedures. Portable fire extinguishers - wall mounted at locations approved by the Fire Marshal. Total of (20) fire extinquishers -10 pound minimum capacity, ABC dry- chemical type, with mimimum UL rating of 4A:60BC. Comments: Building is exempt from IBC Chapter 9 automatic sprinkler system provisions per Section 903.3.1.1.1, exception 4. Building is exempt from IBC Chapter 11 accessibility provisions per Section 1108.4.12 Machinery Rooms, exception 1. Alternate Materials & Methods 1- Exception to IBC Section 1014 requirements for 2 exit stairs from Basement levels 85.0 & 117.0 and ground floor level 132.0. 2- Exception to IBC Section 1013.3 Common Path of Egress Travel limitation of 75 feet for F -2 occupancy for egress from Basement level 85.0. 3- Exception to IBC Section 1015 Exit Access Travel Distance limitation of 300 feet for F -2 occupancy without sprinkler system for egress from Basement level 85.0. 4- Exception to IBC Section 1019.1 Vertical Exit Enclosures required for stairways serving more than one adjacent floor. Basement Levels 85.0 & 117.0. AMM Documentation : 1, 2 & 3 -The actual building occupant load is significanty less than the egress system design load determined from Table 1014.1. The building is occupied only by CWS personnel who are familiar with the building ad have received fire /life safety training, or by trained contractors. This AMM was approved by City of Tigard staff during a pre - application conference. 4- Basement levels 85.0 & 117.0 are not customarily occupied and therefore it is not necessary to provide an enclosed stair for the basement stairways which serve three adjacent floors. This AMM was approved by City of Tigard staff during a pre - application conference. TVF &R Use Only Inspected By: Date No. Attachments Reviewed By: Date Updated • ABBREVIATIONS GENERAL: G Gypsum SR See Remarks GB Gypsum Board SC See Comments GT Gypsum Tile /Panel SA See Attachment RSI Class 1 Roofing System RS2 Class 2 Roofing System AGA American Gas Association Certified RS3 Class 3 Roofing System UL Underwriters Laboratories Listed SP Special Purpose Roofing System FM Factory Mutual Listed Corn RS Common Roofing System (no requirements) AMM Alternate Materials and Methods APP Appeals WALLS & CEILINGS: TIME RATINGS: Use whole numbers or fractions; i.e., for FLP Fiberboard Lath & Plaster /Stucco a twenty- minute rating, use 1 /3H, for a one and one -half hour FT Fiberglass Tile /Panel rating, use 1 I /2H, etc. GBW Solid Gypsum Wall (no studs) GLP Gypsum Lath & Plaster Stucco CONSTRUCTION MATERIALS: GB Gypsum Board A Aluminum LPC Luminous Plastic Ceiling AF Aluminum Frame MLP Metal Lath & Plaster /Stucco AS Aluminum Siding /Sheathing MT Mineral Tile/Panel C Concrete SSC Suspended Steel Grid Ceiling CD Concrete Deck SSA Suspended Aluminum Grid Ceiling CP Prestressed Concrete WFT Fiberboard Tile /Panel CR Reinforced Concrete WLP Wood Lath & Plaster Stucco CS Concrete Slab WWP Wire, Paper & Plastic /Stucco M Masonry MH Hollow Masonry (Cinder, Clay, Glass Blocks) MISCELLANEOUS: M S Solid Masonry (Brick, Stone, Tile, Etc.) M V Masonry Veneer ASB Asbestos MFC Filled Concrete Block P Plastic MHC Hollow Concrete Block PG Plain Glass S Steel WG Wire Glass SF Steel Frame SS Steel Siding/Sheathing SFP Protected Steel Frame OPENING PROTECTION: SFU Unprotected Steel Frame OP Openings Protected by... STP Protected Steel Truss CUP Openings Unprotected W Wood DF Fire Door WD Wood Deck DN Door with No Fire Resistance WF Wood Frame FS Fire Shutter WS Wood Siding/Sheathing FW Fire Window WT Wood Truss FD Fire Damper WGL Glued Laminated Wood SD Smoke Damper WPB Wood Plank & Beam FSD Fire Smoke Damper WPG Wood Post & Girder F Fixed WFB Wood Fiberboard/Particleboard AC Automatic Closing WPL Wood Paneling SC Self Closing PLY Plywood FL Fusible Link PC Products of Combustion IPC Invisible Products of Combustion ROOFING SYSTEMS: DHR Door Holder- Release Device RBC Fire Retardant Built -up Composition Roof RS Fire Retardant Shingles INTERIOR FINISH: RTR Fire Retardant Tile Roof RM Fire Retardant Metal Roof IFI Class I (0 -25) OR Ordinary Roof IF2 Class 2 (26 -75) OS Ordinary Wood Shingle /Shake IF3 Class 3 (76 -200) OM Ordinary Metal Roof IFC Combustible T R A N S M I T T A L (H) r ,, H Montgomery Watson Harza 111 SW 5 Ave. Suite 1770 Portland, Oregon Date: March 1, 2005 Tel: 503- 226 -7377 Fax: 503- 226 -0023 To: Brian Blalock From: Brian Schultz, POR -1 5 City of Tigard — Plans Examination 13125 SW Hall Blvd. Tigard, OR 97223 503.718.2759 Perm- The following items are: Ci k � 6 . n Requested © Enclosed n Sent Separately vii 0 '9(4,1,)-0p T loos iG n Report n Specification n Cost Estimate I�q�t n Test Result I Prints n Test Sample n Other No. of Description Copies 1 Durham 100% IPS Documents: - Volume 1, Part 1 — Div 00 through Div 01 - Volume 1, Part 2 — Div 02 through Div 14 - Volume 1, Part 3 — Div 15 through Div 17 - Volume 3, Part 1 — Geotechnical Baseline Report - Volume 3, Part 2 — Geotechnical Data Report - Set of electrical and I &C specifications (Div 16 & 17) - Set of plumbing specifications (Div 15) This data is submitted: n At your request n For your action n For your approval © For your files x For your review © For your information I* ,-- _. � mull CleanWater Serv , i/ 4 Our COIU rn i i men 1 is clear. 111 SW Fifth Avenue ;DEC 7 004 Portland, OR 97204 CITY • � B A '`��'� ` I ffIVED D. BUILD.' G D sio ,k5 FEB 2 5 2005 CITY OF TIGARD TRANSMITTAL BUILDING DIVISION Durham Wastewater Treatment Facility Phase 4 Expansion Project Contract 4969 Date: 27 December 2004 To: City of Tigard From: Doug Hattersley The following items are: n Requested © Enclosed n Sent Separately via © Report © Specification n Cost Estimate n Shop Drawings n Test Result © Prints n Test Sample © Other No. of Description: Design Submittal for Permits Copies 1 Permit Applications as per attached list 1 Full set of 11x 17 Volume 2 Part 1 and 2 — Drawings ( for Brian Blalock) 4 This data is submitted: / n At your request n For your action o - : , 4 -o — © For your approval n For your files f n For your review n For your information U „ • • Durham Facility Phase 4 Expansion, IPS Permit Application Submissions 12/27/04 1. Demolition Permit CE �" D - Application Form - Drawings �� 2QQS 2. Site Work Permit CITY OF TIGARD - Application Form BUILDING DIVISION - Fire flow and hydrant worksheet - Geotechnical soils report - Drawings 63 3. Plumbing (Site Utilities) Permit - Water Application Form - Wastewater Application Form - Drawings 4. Building Permit - Application Form - Fire Department Building Survey - Structural Specifications - Structural Calculations - Drawings 5. Mechanical Permit - Application Form - Drawings 6. Plumbing (Building Fixtures) Permit - Application Form - Drawings 7. Electrical Permit - Application Form - Drawings 8. Public Facility Improvement Permit - Application Form - Drawings 9. NPDES Permit Application (2 copies) 2005 - Jul -19 10:14am From -MWH Americas, Inc. 5032260023 T -751 P.001 /002 F -200 May 23, 2005 Post -it® Fa> Dam � " Note 1 • 7671 Da/1 q pegee► Z. Ua iVI 1 From B (4,1,, Co /Dept N� � Co. Brian Blalock Phono 4 g03 7r1 z`4 , Phone "503 .7 .2.0. 54ZL4 City of Tigard Fax " bzy 36g/ —Fax # 5D7 X02 - 13125 SW Hall Blvd. Tigard, OR 97223 Re: Du Facility Phase 4 Expansiion — Resnonee to Building Plan Review #2 Dear Brian: Thank you for the Plan Review #2 comments, received on the 17 of May 2005. I have spoken to Ray Miller since receiving the comments and enclose our response to the following items: Item 21 Comment: "Note: Submit W16x36 top attachment" Response: The final drawings resolve the issue related to this detail and are attached as partial prints for reference. Dwg. 000 -GA -008 — Roof Detail 3 100 -A -016 — Section 1 100 -S -201 — Detail 213 100 -S- 204 •- Details 225 & 226 Item 25 Comment: "Note: Detail is not for connection" Response: The final drawing includes the revised detail and is attached as a partial print for reference. Dwg. 120-S-001 — Top Plan Detail 2 Items 28,11. 42., & 43 Comment: "Note: QA plan requires frequency for periodic inspection Sections 1705.2.2, 1705.2.3,1705.2.4." Response: Specification Section 01450 — Special Inspections & Structural Observations was created to inform the Contractor of the Owner's QA 111 S.W. 5th Avenue Tel: 503 226 7377 ^10iiII e;:: .n ;,,,ir.n W:i : 141,• ;.,,, Suite 1770 Fax: 503 226 0023 Portland, DreDon 97204 -3604 2005-Jul-19 10:14am From -MWH Americas, Inc. 5032260023 T -751 P.002/002 F -200 j. program and the extent of the Contractor's responsibilities_ An amendment has been made to "1.3.F -- Periodic Special Inspections ". New second sentence to read "Periodic Special Inspections are defined as Special Inspections of a minimum of 20 °/n of all items of work in Appendix A requiring Periodic Special Inspection ". The intent of Section 1705 of the 2000 IBC is covered by Specification Section 01450 and in particular Sections 1.4 — Submittals, 1.6 — Contractor Responsibilities, and 1.8 — Records and Reports. Following discussions with Ray Miller and also your e -mail of February 18, 2005, we confirm that neither a separate Quality Assurance Plan fox Seismic Resistance, nor a Contractor's Statement of Responsibility, is required. • Regards, 11111ft 1 . Doug Hattersley DURHAM FACILITY PHASE & EXPANSION CITY OF TIGARD SW 85 AVENUE 13125 SW HALL BLVD. MAY 6, 2005 TIGARD, OR 97223 SHEET 1 OF 4 MCE Project # 050230 STRUCTURAL PLAN REVIEW #2 Plans Dated 4/27/2005 Correction Item Page No. Comments Made No. Completed 1 Drawing 000 -GA -001 Minimum design snow Toad for State of Oregon is 25 P.S.F. Submit 5 -6 -05 revised calculations as required. Deferred 2 Drawing 000 -GA -002 Provide calculations and details for connections of materials noted. submittal Details 1, 2, 3, 7, 9, 5 -6 -05 11 and 12 Deferred 3 Drawing 000 -GA -003 Provide calculations and details for connections of materials noted. submittal Details 1, 4, 5, 5A, 5 -6 -05 6,7,9,12,13,14, and 15 Deferred 4 Drawing 000 -GA -004 Provide calculations and details for connections of materials noted. submittal Details 1, 2, 3, 4, 5, 5-6 -05 6, 9, 10, 12 and 13 Deferred 5 Drawing 000 -GA -005 Provide calculations and details for connections of materials noted. submittal Details 4, 6, 7A, 7B, 5 -6 -05 8, 9, 10, 11, 12, and 13 Deferred 6 Drawing 000 -GA -006 Provide calculations and details for connections of materials noted. submittal Details 1, 2, 4, 6, 7, 5 -6 -05 8, 9, 10 and 11 Deferred 7 Drawing 000 -GA -008 Provide calculations and details for connections of materials noted. submittal Details 1, 2, 3, 4, 5, 5 -6 -05 6, 7 and 8 Deferred 8 Drawing 100 -A -007 Provide calculations and details including snow load and wind uplift for submittal removable translucent skylights. 5-6 -05 Deferred 9 Drawing 100 -A -016 Provide calculations and details for connections of veneer for seismic submittal Section 2 and wind loading. 5 -6 -05 Deferred ' 10 Drawing 100 -A -016 Provide calculations and details for siding and furring for wind loading. submittal Section 3 5 -6 -05 Deferred 11 Drawing 100 -A -019 Provide calculations and details for connections of metal panel wall submittal Section 14 system over sheathing over metal furring for wind loading. 5-6 -05 Deferred 12 Drawing 100 -A -019 Provide calculations and details for connections of pre -cast concrete submittal Section 14 wainscot panels for seismic and wind loading. 5 -6 -05 Completed 13 Drawing 000 -GS -001 Under masonry rm=1900 PSI in structural calculations page 4 of 6 5 -6 -05 General Structural fir PSI. Clarify. Notes DURHAM FACILITY PHASE & EXPANSION CITY OF TIGARD SW 85 AVENUE 13125 SW HALL BLVD. MAY 6, 2005 TIGARD, OR 97223 SHEET 2 OF 4 MCE Project # 050230 STRUCTURAL PLAN REVIEW #2 Plans Dated 4/27/2005 Correction Item Page No. Comments Made No, Completed 14 Drawing 000 -GS -001 Under design criteria, wind loads base wind speed (3 SEC -MPH) is 5 - - 05 General Structural 85.0. State of Oregon has 100 as minimum. Revise calculations and Notes and Structural details. Calculations page 2 of 6 Completed 15 Drawing 000 -GS -011 Submit calculation and details for embedded plate type per beam size. 5 - - 05 Detail S -560 Completed 16 Drawing 000 -GS -011 Submit calculations and details for beam sizes not noted on 5 - - 05 Detail S -563 schedule. Completed 17 Drawing 100 -S -027 Submit calculations and details for methods used to transfer lateral 5 - - 05 loads from the roofs to walls. Completed 18 Drawing 100 -S -027 Submit calculations, wind and seismic, for concrete block wall 5 - - 05 between grids A and B and grids 2, plus and 5. Completed 19 Drawing 100 -S -027 Submit calculations for roof members, beams and slabs, with snow 5 - 05 load including drifting. Completed 20 Drawing 100 -S -027 Submit calculations and details for roof slab, with openings and 5 -6 -05 concrete block wall, between grids 2 plus and 5 and grids A and B. See Note 21 Drawings 100 -S -027, Submit calculations and details for dormer roofs including truss 100 -S -102 and bracing, column size, connections, girls and studs. 100 -S -103 NOTE: Submit w16x36 top attachment. Deferred 22 Drawings 100 -S -104 Submit calculations and details for segmental retaining walls. submittal and 100 -S -105 5 - 05 Completed 23 Drawing 110 -S -002 Submit calculations and details for top slab reinforcing steel. 5 -6 -05 Completed 24 Drawing 120 -S -001 Submit calculations and details for wall and slab reinforcing steel for 5 -6 -05 the same loads as noted on MV -4. See Note 25 Drawing 120 -S -001 Top plan 2: Detail S -516 noted. Clarify use for connection. NOTE: Detail is not for connection. Completed 26 Drawing 140 -S -001 Submit calculations and details for wall and slab reinforcing steel for 5 -6 -05 the same loads as noted on M1 -5. Completed 27 Structural Snow: Ground snow load in Oregon is minimum 25 PSF. Clarify. 5 -6 -05 calculations, Page 1 of 6 DURHAM FACILITY PHASE & EXPANSION CITY OF TIGARD SW 85 AVENUE 13125 SW HALL BLVD. MAY 6, 2005 TIGARD, OR 97223 SHEET 3 OF 4 MCE Project # 050230 STRUCTURAL PLAN REVIEW #2 Plans Dated 4/2712005 Correction Item Page No. Comments Made No. See Note 28 Structural Seismic: Seismic Q.A. plan is required for this project, per Section calculations, Page 1 1705 and 1707. of 6 NOTE: Q.A. plan requires frequency for periodic inspection Section 1705.2, 1705.3 and 1705.4 Completed 29 Structural Wind: Base wind speed -3 second for state of Oregon is 100 MPH. 5 -6 -05 calculations, Page 2 of 6 Completed 30 Structural Masonry: Special Inspection: Level 2 is required for Essential 5 -6 -05 calculations, Page 4 Facilities. Section 1704.5.3. of 6 Completed 31 Structural Special Inspection is required for structural steel construction, wall 5 -6 -05 calculations, Page 5 panels and mechanical and electrical components. of 6 Completed 32 Structural Masonry: f'm = 1900 is in conflict with calculations. Clarify. 5-6 -05 calculations, Page 3 of 5 Completed 33 Structural Basic wind speed (3 sec. gust) = 85 MPH. State of Oregon is 100 5-6 -05 calculations, Page A8 MPH. Completed 34 Structural Snow roof load in several flat areas to be ground snow load plus drift 5 -6 -05 calculations, Page load. Revise and re- submit loading, materials and connections. A10 Completed 35 Structural Snow drifting values not included in calculations. Revise and re- 5-6-05 calculations, Pages submit. B2, B3, B4, B5 and B7 Completed 36 Structural Shear walls #10 in calculations for R add back d, is short. Clarify. 5 -6 -05 calculations, Page B27 Completed 37 Structural Reinforcing steel noted in calculations not the same as noted on 5 -6 -05 calculations, Pages drawings. Clarify. B4-4, B4 -5, B6 -7, B6- 8, B7 -2 and P13 Completed 38 Structural Is negative reinforcing steel required over supports? Clarify. 5 -6 -05 calculations, Page B5 -5 Completed 39 Structural Diagram notes 11.5 ft. for middle span. Drawing note 14.5 ft. Clarify. 5 -6 -05 calculations, Page B6 -10 Completed 40 Structural Diagram loads noted not the same as program output for same 5 -6 -05 calculations, Pages member. Clarify. K3, L3 and L14 DURHAM FACILITY PHASE & EXPANSION CITY OF TIGARD SW 85 AVENUE 13125 SW HALL BLVD. MAY 6, 2005 TIGARD, OR 97223 SHEET 4 OF 4 MCE Project # 050230 STRUCTURAL PLAN REVIEW #2 Plans Dated 4/27/2005 Correction Item Page No. Comments Made No. See Note 41 Appendix A: Define periodic for the different inspections. Schedule of Special NOTE: Q.A. plan requires frequency for periodic inspection Inspections Section 1705.2, 1705.3 and 1705.4 See Note 42 Appendix A: Submit calculations and details for mechanical and electrical Schedule of Special components for seismic bracing and connections. Inspections NOTE: Q.A. plan requires frequency for periodic inspection Section 1705.2, 1705.3 and 1705.4 See Note 43 Appendix A: Submit calculations and details for miscellaneous items for seismic Schedule of Special bracing and connections. Inspections NOTE: Q.A. plan requires frequency for periodic inspection Section 1705.2, 1705.3 and 1705.4 44 General Special Inspection per Appendix A. 45 General Structural observation for masonry per Sections 1705.2 and 1709. 46 General Submit one set of miscellaneous steel shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 47 General Submit one set of reinforcing steel shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City • of Tigard before placement. 48 General Submit one set of steel truss shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 49 General Approved resolution of the above items shall be incorporated into submittal plans before a permit will be issued. Submit four (4) sets of revised plans to the City of Tigard building department. gU P765- c6 S 7 ,,( Fire Marshal's Offices ?) fi b* North Division - 14480 SW Jenkins Rd., Beaverton, OR 97005 0 PH (503) 356 4700 0 Fax (503) 644 -2214 3 ; Y ( f 'w1 South Division - 7401 SW Washo Ct., Ste. 101, Tualatin, OR 97062 o PH (503) 612 -7000 0 Fax (503) 612 -7003 Tualatin Valley East Division - 624 7 St., Oregon City, OR 97045 o PH (503) 657 -1365 0 Fax (503) 657 -7913 Fire & Rescue BUILDING SURVEY REPORT USE AND APPLICATION UFC APPENDIX III -F A. GENERAL: The purpose of this Survey Report is to provide information on a building or structure that will give a complete description of the construction and occupancy use. The survey will then serve to provide building documentation to evaluate the construction and occupancy requirements during maintenance inspections and for fire fighters to develop pre fire plans which aid them in fire fighting and rescue. Throughout this set of instructions PLANS are referred to. These plans are as noted in the UFC Appendix III -F Sections 1 and 3. The requested information shall be based on the provisions contained in laws and regulations adopted by the state, county, city and fire district. It is essential that this survey be thorough and complete. If changes occur, after the survey, documented changes shall be forwarded to the fire district through the building department upon issuance of the Certificate of Occupancy. B. BUILDING SURVEY REPORT - GENERAL INSTRUCTIONS: The survey report lists 30 items, comments, and alternate materials and methods to be reported on. Each item must be answered as per the instructions. Answers such as "checkmarks ", "O.K." and "N.A." are not appropriate. Each item requires a meaningful answer such as, "None" or "None Required ", if that is the condition. For example, if there is no stage or projection booth, the word "None" shall be inserted. Alternate Materials, Methods, or Appeals When alternate materials or methods, or appeals are approved by the building official, the letters "AMM" or "APP" shall be placed in the column titled "COMM" (Comments) corresponding to the item that was altered or appealed. A short statement shall be entered into the "Alternate Materials or Methods /Appeals" section and documentation signed by the building official shall be submitted with the survey form. If Alternate Materials or Methods are used after the survey is complete and submitted to the fire marshals office, a copy of the Alternate Material or Method signed by the building official shall be forwarded to the fire district. If sent in separately (after the building survey form has been submitted) the documentation shall be identified with the same name and address as the original form. Conflicts with Current Code If working with existing construction and there are current code conflicts with the remodel or when there are extenuating or unusual circumstances, place the letters "SC" (See Comments) in "COMM" column and note the circumstance in the "Comments" section. Attachments to the Survey When there are attachments, place the letters "SA" (See Attachments), in the "COMM" column. When there are photographs, place the letters "SP" (See Photographs) in the "COMM" column. The number of attachments is to be indicated at the end of the report in the space provided. Abbreviations At the end of this set of instructions is a list of abbreviations that shall be used to fill out the building survey form. If the abbreviations do not adequately describe the construction then spell out the assembly. Please do not use abbreviations that are not included in the attached sheet. Preparation and Submittals All reports and attachments prepared shall be legibly printed, typed, submitted on 3.5 -inch floppy disk, or E- mailed to Tualatin Valley Fire & Rescue. Electronic filings shall be based on Microsoft Windows®1995 or 1997. If faxed or E- mailed, call TVF &R Fire Marshal's Office for a current phone number or E -mail address. After the transmission is completed, call to confirm that the survey was received. A copy of the form on paper or over the Internet may be obtained from Tualatin Valley Fire & Rescue at www.tvfr.com. Separate Survey Forms A separate survey report shall be written for each building. Unlike the OSSC the survey form looks at buildings under one roof structure as one building except where pedestrian walkways connect two buildings. As a guide, if a building permit is needed, a survey is needed. Other Attached Information Copy of Uniform Fire Code APPENDIX III -F Copy of Building Survey Form C. COMPLETING FORM - HEADINGS The first part of the report deals with the name, location and management of the facility and _should be thoroughly and completely filled out as the fire departments permanent record is based on this information. This form furnishes the necessary information as to whom and where letters of deficiencies should be directed. FMZ (to be filled out by TVF &R) This is the number assigned to all facilities and occupancies by Tualatin Valley Fire and Rescue. For new buildings this will be used to start the building maintenance inspection file. If you see this on a building survey report after the fire district has received it and filled in the FMZ you will see a number that looks like 6887B- 048 -003. The first 5 digits indicate a '/4 square mile in the district (based on a statewide grid); the next three digits indicate a building within that square mile and the last three digits indicate an occupant in the building. This numbering system is used for file maintenance. Code Edition Indicate the edition year of the code(s) that is used to review and construct the building. If the building is constructed with the 1997 edition of the OSSC and the 1994 edition of the OMSC then note "97OSSC, 94OMSC, etc." For remodeled buildings please indicate with a "R" in front of the year of the edition of the code that the remodel is made under, i.e. R97OSSC. Name of Facility A facility is a site with two or more permitted buildings on it. Where facilities have names, the name of the facility shall be inserted under this heading, i.e. Nike World Campus, Intel, etc. If the facility is not named, or there is only one building the proper information in this space is "None ". Name of Building Complete the building name or if there is no name for the building fill in a generic term that will describe the use of the building, i.e. Bldg. 4 or Joe Jackson Bldg. or office bldg., etc. If the buildings are renamed during construction, or as the Certificate of Occupancy is issued, please send these changes to the fire marshal's office. Address Insert the actual street address of the facility (building). Do not use a Post Office Box. If the address is for a facility please include the designation of the building if available, i.e. 12345 SW 124 Bldg. 28 or 12345 SW 124 Joe Jackson Bldg. Owner The name of the owner or responsible party is to be provided under this heading. This can be an individual or a company. If a company and a responsible individual's name is known please include this information. Telephone Number This is the number where the building owner can be reached; including the area code. Architect, Telephone No. and Address This information will be used if additional information is needed for the facility and or building. Please include the phone area code. Contractors Name and Phone Number (not found on form) This information is not included on the form because it is not needed to conduct maintenance inspections but is very helpful to make contact during an emergency while the building under construction. Please include the phone area code. D. BUILDING DESCRIPTION 1. Occupancy: (OSSC Chapter 3) Type. The principal occupancy classification of the building shall be indicated in this space i.e. M -1, SR- 3, etc. Frequently a single building may house several occupancies of different types. For example, a building may house a private school consisting of classrooms, etc., in one portion and dormitories in another; or a public school may house classrooms in one portion and have an auditorium in another section. When this occurs, it is necessary to explain by a general "SC" in the comments section, and so noted on an attached floor plan. Use. Give the general use with a generic term, i.e. foundry, educational, beauty shop, apartments with the number of units, bus station, etc. Capacity (OSSC Chapter 10). The only rooms or buildings that need to be reported are those that are required to be posted by the OSSC. The capacity shall be determined in the manner set forth by OSSC. In licensed facilities, indicate the number of licensed ambulatory and/or non - ambulatory occupants and the age range. In non - licensed facilities, indicate the maximum occupant load of the building. In multi -use buildings or rooms indicate by room the capacity for each use, the nature of the use and the occupant load factor used. Example: Conference Rm #105 500 (@ 7) Dining Rm #105 233 (@ 15) Conference Rm #206 65 (@ 15) 2. Construction Type and Year Built: In dealing with types of construction, refer to the classifications by the OSSC. Construction is divided into five principal types. Be sure to indicate if one hour fire - resistive (See O.S.S.C. Chapters 5 and 6). The age of the building is indicated by date of construction. If this form is being filled out for a remodel then place "R" in front of the date. 3. Area (Sq. Ft.): (OSSC Chapter 2 FLOOR AREA) Be sure to include the usable areas that are covered by roof like drive through areas, apartment balconies, etc. Total: The area of a building is the total area of the ground floor (footprint) and shall not be misconstrued as the total area of all floors. The area should be indicated in square feet. Largest Floor: Fill this in if different than other floors above the ground floor, otherwise use None. Area of Basement: The total area of the basement (or basements where there is more than one) should be indicated in square feet (See O.S.S.C. Chapter 5). Indicate where basements are sprinkler protected with "AS ". Usable spaces under main floor shall be noted in the basement space. 4. Stories in Height: (OSSC Chapter 2 Story and OSSC Chapter 5) Under this heading, the maximum height of the building in stories shall be indicated. If a portion is a different height, provide an elevation sketch to illustrate the various heights. Indicate Yes or No if building is classified as a High Rise. (OSSC Section 403) 5a. Exterior Wall Construction: (OSSC Section 503 and Table 5 -A) Construction material used in exterior walls shall be indicated by identifying the type of construction materials. Give the required fire resistive rate of the wall(s) by wall indicating direction (N, S, E, W), i.e. N- WF -1hr. See abbreviations at the end of this instruction book. If the entire building is fire resistive construction there is no need to indicate the fire resistive construction of the walls unless a different fire resistive rating is required. As an example the building is one hour construction throughout, but the north wall, due to location to property line, is required to be 2 hour fire resistive construction. 5b. Opening Protection: (OSSC Section 503 and Table 5 - A). If openings do not require protection, indicate by stating "None ". If openings are required to be protected, indicate by stating "Yes ". Where openings are required to be protected indicate the side (N, S, E, W) of the building. If other than a normal 3 /4 hour fire resistive fire- assembly, then indicate AMM in the "COMM" column and attach the building official's signed documentation at the end of the survey. 6. Interior Wall Construction: (OSSC Table 6 - A and Section 601.5) This item covers interior room walls and ceilings. The sequence of description of walls is from either side, i.e. GLP on SF (Gypsum Lath & Plaster on Steel Frame). Ceilings shall be described from the room side working up, i.e. GB on WT (Gypsum Board on Wood Truss). 7. Floor Construction: Floors shall be described starting from the top surface and working down. Use the same method as describing a wall. It is important to include floor covering, floor, sub -floor, framing and ceiling. When you have a multi -story building, the floor and roof are quite often a part of a required floor- ceiling or roof - ceiling assembly. (See Tables in O.S.S.C. Chapter 7, and UL Fire Resistance Directory.) If a fire resistive rating is required other than the requirements of the building construction, indicate the fire resistiveness required. 8. Roof Construction: (OSSC Chapter 15) Indicate type and class of roof covering, sheathing, type of roof support construction material, sizes, spacing. (See O.S.S.C. Chapter 15) If classified roofing is required then indicate the class, i.e. RBC -RS -1 etc. Describe from the top down. 9. Attic Draft Stops : (OSSC Chapter 7) Indicate Yes or No if the attic is divided with draft stops or not and the number of stops (3,000 sq. ft. areas, 9,000 sq. ft. if protected by an automatic fire sprinkler system). If draft stop(s) is (are) installed, explain the materials use. If openings are installed, explain how the openings are protected. If no stops are required, indicate `None Required ". 10a &b. Occupancy Separation Walls and Opening Protection (OSSC Chapter 3) 1la &b. Area Separation Walls and Opening Protection (OSSC Chapter 5) 12a &b. Smoke Barrier Walls and Opening Protection (OSSC Section 308.2.2) These three items are intended to indicate the three types of separations, the number of such separations and their construction. Describe their construction the same as exterior walls, Item 5 in these instructions. In buildings with area separation walls, include a block diagram of the building that will note the compass direction, the types of construction on each side of the wall and ground floor areas on each side of the wall. 13a &b and 14a &b. Corridor Walls and Ceilings and Opening Protection: (OSSC Chapter 10) Where corridor wall and ceiling construction is required to be of fire resistive construction, they shall be described in the same manner as for an exterior wall (Item 5 in these instructions), except the sequence shall be from the corridor side out. The building floor plan shall clearly show the corridors that require protection with construction, sprinklers and/or smoke detectors. If the corridor(s) is required to be fire resistive construction and one of the exceptions are used from Chapter 10 of the OSSC, indicate the exception used. If additional space is needed to describe corridor condition, or the OSSC exception used put an "SC" in the "COMM" column and explain under "Comments. 15a &b. Shafts and Opening Protection: (OSSC Chapter 7) Vertical shafts, (other than stairways) include laundry and trash chutes, heat or ventilation shafts, plumbing or other. Report construction, fire resistive rating of shafts and opening protection. 16a &b. Stair Enclosures and Opening Protection: (OSSC Chapter 10) Stairway enclosures shall include type of enclosure; such as smoke -proof enclosure, enclosed stairway, or open stairway. Report construction, fire resistive rating, and opening protection. 17. Stairs: (OSSC Chapter 10) No. Describe the number of stairs i.e. 1, 2, etc. If a remodel and the number or width is inadequate, put an "SC" in the "COMM" column and elaborate under "Comments ". Their location is to be shown on the building plan. 18. Ramps: (OSSC Chapter 10) No. Describe the number of ramps i.e. 1, 2, etc. and their slope. Their location is to be shown on the building plan. 19. Interior Finish: (OSSC Chapter 8) Describe any unusual materials that are being used for wall coverings. Include documentation. Materials that might be included is carpet that is used on the walls and/or ceiling. If the walls (and ceilings) are covered then indicate painted, wall papered, wall vinyl covering, etc. 20. Exits: (OSSC Chapter 10) Indicate total number of exits and total exit width. The exit width, the exit locations and their individual widths are to be clearly defined on the building plan. If rooms such as multipurpose rooms are located in the building, additional information regarding the number of exits and widths shall be included in the comments section. 21. Exit Hardware :(OSSC Chapter 10) Describe the type of hardware used, such as panic, fire rated panic, or knob. Swing of doors shall be indicated on the building chart floor plant. 22a &b Exit Signs and Emergency Lighting: (OSSC Chapter 10) Give any information relating to the secondary power supply that is being used, i.e. UPS, battery in the unit, generator (fuel type), etc. 23. Automatic Sprinklers : (OSSC Chapter 9) Indicate by a "Yes" or "No ", 'F "ull or "P "artial coverage. If a partial system, describe the areas covered, otherwise the system will be considered as full protection as defined in OSSC Standard 9 -1 or 9 -3. On the plans, show the location of all of the underground piping, the size and type of pipe, and the location of the fire department connection(s). 24. Standpipes: (OSSC Chapter 9) Insert the class of standpipes and their locations. On the building plans show the location(s) of the outlets, the underground (size and type for class II and III standpipe systems) and the Fire Department Connections (for class I and III standpipe systems). 25. Fire Alarm Type and Coverage: (UFC Article 10) Indicate "Yes" or "No ", "F "ull coverage or "P "artial coverage and specify type of alarm (local or remote central station supervised, etc.). If the system is a partial system describe the areas where it is installed. If the system is a full coverage system then it is assumed that it complies with UFC Standard 10 -2. If there is no fire alarm required, indicate by "Not Required"; however, if a partial fire alarm system is installed describe the area that it is installed in. 26. Heating, Ventilation and Air Conditioning: (OSSC Chapters 6, 7, and 8) Indicate what type system is being used, such as central, fan coil, unit heaters, vented wall furnace, etc and the type of fuel. Fire resistive enclosure If an enclosure is provided (see special Hazard Sections under OSSC Chapter 3), indicate construction and opening protection, mark "SC" in "COMM" column and explain under "Comments ". 27. Electrical: Specify type of wiring used, such as knob and tube, non - metallic sheathed cable (Romex), steel conduit, plastic conduit, etc. Also, indicate method of circuit protection, such as circuit breakers, screw type fuses, etc. 28. Stage or Platform: (OSCC Chapters 4 and 9) If the building has a stage or platform, indicate "Yes" and what it is, "Stage or Platform ". If building does not have either, write "None ". Include any comments concerning vents and sprinklers if required. Projection booths will be dealt with in the same manner as stages and platforms. 29. Hazardous Areas: (OSSC Section 307 and UFC) Describe the hazard involved. Chemicals, Flammable / Combustible Liquids, Spray Painting, Etc. Please include a copy of the materials inventory and quantities (stored, in -use open and in -use closed) that was submitted to the building department as an attachment. 30. Other: Use this item to report on any building construction feature not specifically covered by the specific items of the report. Items such as portable fire extinguishers may be included here if installed as part of the new construction. Comments: If the "Comments" section is not large enough to accommodate the comments that are needed, feel free to attach additional pages titling each page "Additional Comments page 1 of X, 2 of X, 3 of X, etc." In the bottom of the "Comments" section on page 2 of 2 of the survey indicate the added number of pages of comments. Alternate Materials or Methods /Appeals (See Page 1) A numbered short description (title) for each alternate material or method or appeal that is approved shall be noted in this section and the documentation shall be submitted as an attachment to the survey form with the same corresponding number and title. Thank you, for your cooperation in filling out the building survey form. This will help the fire districts prevention officers maintain all of the fire and life safety features that you, the building departments, engineers, designers and builders worked so hard to build into the building. It will also be invaluable to the fire fighters of the fire district in preparing pre -fire plans for future emergencies Building departments may receive copies of the building survey form for a particular building located within their jurisdictional area, if available in the fire district's files. This office would recommend that a building department keep a copy of the survey and plan for future reference. E. To be used by Tualatin Valley Fire and Rescue. Inspected By: The deputy checking during the first maintenance inspection after the Certificate of Occupancy is issued should sign the report. See Verification below. Number of Attachments : Every survey report is to be accompanied by at least a plan. The total number of extra sheets attached to the Survey Report is to be shown here. Reviewed By: The signature of the person reviewing the report and the date reviewed are to be indicated. Verification: The deputy for reference shall use the building survey report if needed at the time of each inspection. During the first inspection the DFM should verify that the information has been correctly filled out. If subsequent inspections to the original survey reveal any changes to the structure or occupancy, and the changes are significant, a new building permit may be needed for the changes in the building structure or for a change of occupancy. March 28, 2005 ` , 'F T6: Clean Water Services OR�G®N Randy Naef 16060 SW 85 Ave. Tigard, OR 97224 RE: - CLEAN WATER SERVICES - INLLUENT PUMP STATION Project Information Building Permit: BUP2005 -00087 Construction Type: II - B Tenant Name: Clean Water Services Occupancy Type: F 2 Address: 16580 SW 85 Ave Occupant Load: Equipment Service Area: 22,082 Sq Ft Stories: 2 + basement The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2004 edition; and 2003 International Fire Code as amended by TVF &R. The following information is required in order to complete the review. 1. Structural plan review #1 plans dated 12/20/2004 was completed by Miller Consulting. Please provide an item by item response on the enclosed structural review. When submitting your revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. 1. The Fire Life Safety Review was completed and the plans are accepted as submitted with the following noted item. a. Portable fire extinguishers shall be provided as per Oregon Fire Code. OSSC 906.1 Portable fire extinguishers shall be installed in the following locations "example Special - hazard areas, including but not limited to laboratories, computer rooms and generator rooms," or where required by the fire code official. IFC 906.3 (Eric McMullen 503.612.7010) Res fu , Val enzel, Senior Plans Examiner 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 • i, DURHAM FACILITY PHASE & EXPANSION CITY OF TIGARD SW 85 AVENUE 13125 SW HALL BLVD. MARCH 24, 2005 TIGARD, OR 97223 SHEET 1 OF 2 MCE Project # 050230 STRUCTURAL PLAN REVIEW #1 Plans Dated 12/20/2004 Item Page No. Comments No. 1 Drawing 000 -GA -001 Minimum design snow Toad for State of Oregon is 25 P.S.F. Submit revised calculations as required. 2 Drawing 000 -GA -002 Provide calculations and details for connections of materials noted. Details 1, 2, 3, 7, 9, 11 and 12 3 Drawing 000 -GA -003 Provide calculations and details for connections of materials noted. Details 1, 4, 5, 5A, 6,7,9,12,13,14, and 15 4 Drawing 000 -GA -004 Provide calculations and details for connections of materials noted. Details 1, 2, 3, 4, 5, 6, 9, 10, 12 and 13 5 Drawing 000 -GA -005 Provide calculations and details for connections of materials noted. Details 4, 6, 7A, 7B, 8, 9, 10, 11, 12, and 13 6 Drawing 000 -GA -006 Provide calculations and details for connections of materials noted. Details 1, 2, 4, 6, 7, 8,9,10 and 11 7 Drawing 000 -GA -008 Provide calculations and details for connections of materials noted. Details 1, 2, 3, 4, 5, 6, 7 and 8 8 Drawing 100 -A -007 Provide calculations and details including snow load and wind uplift for removable translucent skylights. 9 Drawing 100 -A -016 Provide calculations and details for connections of veneer for seismic Section 2 and wind loading. 10 Drawing 100 -A -016 Provide calculations and details for siding and furring for wind loading. Section 3 11 Drawing 100 -A -019 Provide calculations and details for connections of metal panel wall Section 14 system over sheathing over metal furring for wind loading. 12 Drawing 100 -A -019 Provide calculations and details for connections of pre -cast concrete Section 14 wainscot panels for seismic and wind loading. 13 Drawing 000 -GS -001 Under masonry f m =1900 PSI in structural calculations page 4 of 6 General Structural fm =1500 PSI. Clarify. Notes r Y DURHAM FACILITY PHASE & EXPANSION CITY OF TIGARD SW 85 AVENUE 13125 SW HALL BLVD. MARCH 24, 2005 TIGARD, OR 97223 SHEET 2 OF 2 MCE Project # 050230 STRUCTURAL PLAN REVIEW #1 Plans Dated 12/20/2004 Item Page No. Comments No. 14 Drawing 000 -GS -001 Under design criteria, wind Toads base wind speed (3 SEC -MPH) is General Structural 85.0. State of Oregon has 100 as minimum. Revise calculations and Notes and Structural details. Calculations page 2 of 6 15 Drawing 000 -GS -011 Submit calculation and details for embedded plate type per beam size. Detail S -560 16 Drawing 000 -GS -011 Submit calculations and details for beam sizes not noted on Detail S -563 schedule. 17 Drawing 100 -S -027 Submit calculations and details for methods used to transfer lateral loads from the roofs to walls. 18 Drawing 100 -S -027 Submit calculations, wind and seismic, for concrete block wall between grids A and B and grids 2, plus and 5. 19 Drawing 100 -S -027 Submit calculations for roof members, beams and slabs, with snow Toad including drifting. 20 Drawing 100 -S -027 Submit calculations and details for roof slab, with openings and concrete block wall, between grids 2 plus and 5 and grids A and B. 21 Drawings 100 -S -027, Submit calculations and details for dormer roofs including truss 100 -S -102 and bracing, column size, connections, girts and studs. 100 -S -103 22 Drawings 100 -S -104 Submit calculations and details for segmental retaining walls. and 100 -S -105 23 Drawing 110 -S -002 Submit calculations and details for top slab reinforcing steel. 24 Drawing 120 -S -001 Submit calculations and details for wall and slab reinforcing steel for the same loads as noted on MV-4. 25 Drawing 120 -S -001 Top plan 2: Detail S -516 noted. Clarify use for connection. 26 Drawing 140 -S -001 Submit calculations and details for wall and slab reinforcing steel for the same loads as noted on M1 -5. 27 Structural Snow: Ground snow Toad in Oregon is minimum 25 PSF. Clarify. calculations, Page 1 of 6 DURHAM FACILITY PHASE & EXPANSION CITY OF TIGARD SW 85 AVENUE 13125 SW HALL BLVD. MARCH 24, 2005 TIGARD, OR 97223 SHEET 3 OF 2 MCE Project # 050230 STRUCTURAL PLAN REVIEW #1 Plans Dated 12/20/2004 Item Page No. Comments No. 28 Structural Seismic: Seismic Q/A plan is required for this project, per Section calculations, Page 1 1705 and 1707. of 6 29 Structural Wind: Base wind speed -3 second for state of Oregon is 100 MPH. calculations, Page 2 of 6 30 Structural Masonry: Special Inspection: Level 2 is required for Essential calculations, Page 4 Facilities. Section 1704.5.3. of 6 31 Structural Special Inspection is required for structural steel construction, wall calculations, Page 5 panels and mechanical and electrical components. of 6 32 Structural Masonry: fm = 1900 is in conflict with calculations. Clarify. calculations, Page 3 of 5 33 Structural Basic wind speed (3 sec. gust) = 85 MPH. State of Oregon is 100 calculations, Page A8 MPH. 34 Structural Snow roof load in several flat areas to be ground snow Toad plus drift calculations, Page Toad. Revise and re- submit loading, materials and connections. A10 35 Structural Snow drifting values not included in calculations. Revise and re- calculations, Pages submit. B2, B3, B4, B5 and B7 36 Structural Shear walls #10 in calculations for R add back d, is short. Clarify. calculations, Page B27 37 Structural Reinforcing steel noted in calculations not the same as noted on calculations, Pages drawings. Clarify. B4-4, B4 -5, B6 -7, B6- 8, B7 -2 and P13 38 Structural Is negative reinforcing steel required over supports? Clarify. calculations, Page B5 -5 39 Structural Diagram notes 11.5 ft. for middle span. Drawing note 14.5 ft. Clarify. calculations, Page B6 -10 40 Structural Diagram Toads noted not the same as program output for same calculations, Pages member. Clarify. K3, L3 and L14 41 Appendix A: Define periodic for the different inspections. Schedule of Special Inspections DURHAM FACILITY PHASE & EXPANSION CITY OF TIGARD SW 85 AVENUE 13125 SW HALL BLVD. MARCH 24, 2005 TIGARD, OR 97223 SHEET 4 OF 2 MCE Project # 050230 STRUCTURAL PLAN REVIEW #1 Plans Dated 12/20/2004 Item Page No. Comments No. 42 Appendix A: Submit calculations and details for mechanical and electrical Schedule of Special components for seismic bracing and connections. Inspections 43 Appendix A: Submit calculations and details for miscellaneous items for seismic Schedule of Special bracing and connections. Inspections 44 General Special Inspection per Appendix A. 45 General Structural observation for masonry per Sections 1705.2 and 1709. 46 General Submit one set of miscellaneous steel shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 47 General Submit one set of reinforcing steel shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 48 General Submit one set of steel truss shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 49 General Approved resolution of the above items shall be incorporated into submittal plans before a permit will be issued. Submit four (4) sets of revised plans to the City of Tigard building department. FILE COPY March 9, 2005 CITY OF TIGARD OREGON Ray Miller Miller Consulting Engineers 9570 Barbur Boulevard Portland, OR RE: PERSONAL SERVICES CONTRACT Project Information Building Permit: BUP2005 -00087 Occupancy Type: F -2 Tenant Name: Clean Water Services Construction Type: II -B Address: 16580 SW 85 Avenue Occupant Load: NA Area: 22,082 Sq Ft Stories: 2 Dear Ray, Please review the accompanying structural plans for the Sewage Influent Pump Station.The project is to be reviewed under the International Building Code, 2003 addition with 2004 Oregon Amendments. The project Structural Plan Review fees are $34,584.29.Assess fees per the Personal Service Contract and bill accordingly.Enclosed are; • Copy of Permit Application • Volume 3, Part 1 & 2, Geotechnical Baseline & Geotechnical Data Reports. • Appendix A — Schedule of Special Inspections. • Structural Specification Booklet - Begins with Section 03100 Concrete Formwork. • Structural Calculations - 5 separate bundles. • Full size set of Architectural/Structural plans. If you need additional information please call me at 503- 718 -2759. Respe , Bri :.i ock, Senior Plans Examiner 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 • FILE COPY 1�, ����� July 28, 2005 CITY OF TIGARD Clean Water Services OREGON Randy Naef 16060 SW 85 Ave. Tigard, OR 97224 RE: - CLEAN WATER SERVICES - INLLUENT PUMP STATION Project Information Building Permit: BUP2005 -00087 Construction Type: II - B Tenant Name: Clean Water Services Occupancy Type: F 2 Address: 16580 SW 85 Ave Occupant Load: 2 Area: 22,082 Sq Ft Stories: 2 + basement The structural plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2003 edition; structural review done by Miller Consulting Engineering and FL&S reviewed by this office. The submitted plans are approved subject to the following conditions. 1. Special Inspection: Special inspection is required for items listed on Miller Consulting review document # 3 dated 7/26 /05 item # 44 & 45 (attached). The special inspection agency of record shall furnish inspection reports to MWH Americas, Inc, the Engineer of Record, the General Contractor, and the City of Tigard, Building Division, attention Hap Watkins. All discrepancies shall be brought to the immediate attention of the general contractor for correction. The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with the approved plans and specifications and the applicable workmanship provisions of the code. 1701.3 OSSC 2. Deferred submittals shall be submitted 10 days prior to construction/installation for review and approval by this office. Deferred submittals such as Fire Alarm, Fire Sprinkler, Truss Joist Shop Drawings, etc, will be charged a deferred submittal fee based on the valuation of the portion of the work being deferred. The minimum fee shall be $200.00. Deferred Items Include: * Items as listed on Structural plan review # 3 responses from Miller Consulting; Item #'s ; 2 thru 12, & 22. 3. The Fire Life Safety Review was completed and the plans are accepted as submitted with the following noted item. 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 Portable fire extinguishers shall be installed in the following locations "example Special - hazard areas, including but not limited to laboratories, computer rooms and generator rooms," or where required by the fire code official. IFC 906.3 (Eric McMullen 503.612.7010) 4. American with Disabilities Act (ADA): It shall be the responsibility of the Architect, Engineer, Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 of the OSSC which may not include all of the requirements of the ADA. Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC Certificate of Occupancy: No building or structure shall be used or occupied until the Building Official has issued a certificate of occupancy 109.1 OSSC Premises Identification: Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfully, al enzel, Senior Plans Examiner, FL&S Review Miller Consulting, Structural Review r ,____, --,..-,,,,. , 1 . Site Address T . - i, , , , , , ..: ,, --L Letter of Transmittal e 1.1. ': i 1 Building Division E City of Tigard DATE RECEIVED: TO: Zr12414 gla 4dc K RECEDE DEPT: BUILDING DIVISION SEP 2 9 2005 ----.,, FROM: 1 CITY OF 16 A COMPANY: 1/14 W t+ BUILDING DIVISION PHONE NO.: C 0z g 6___ B y: T? RE: ? 2 Cx O0 7 ,!WS, / &boo ) & 14 (Case number, site address, etc.) DitIrve (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Cople `,, D'a i , u: . ! .' J" '.° ,' Copa;_es :Descf`iiit ion„ . ; v . ', r: , `: Additional set(s) of plans. Revisions: Cross sections) and details. Wall bracing and/or lateral analysis. Floor /roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. _ Other (explain): 1( 6 a — 600,vtp( AC-OLLSA Cli'A' V c% V'VI REMARKS: /. "_ - - i - . ye 4 . id . 4 I _ . MGrGta Qc -febev t v, oc For: Office Us- O y 1 Routed to Permit Technician: Date., . Initials. Asp Fees Due: $ — Date: �� Eztr Reprint Permit (per Plans Examiner): es: No: Notified Applicant: Date: Initials: is Building \Forms \LetterTransmittal.doc 1/6/04 r R' m vErcontractorsubrn1ua1 • (�k ) MONTGOMERY WATSON HARZA Transmittal I ittal F ®r® ® SEP 2 9 2005 For all contractor submittals, including shop Date: 9/2�,9,10�0,5 Transmittal No. 056 drawings, samples calculation, data, or othBf[' F.. FIG l " — ® �; To: MWH BU1LD'�'U L I ! CONTRACTORS, INC. nECE1VE D ULl Attention: Leslie Laramoore Attention: Louise Loomis - - Project Name DURHAM AWWTP PHASE 4 EXPANSION This is: Check one X an original submittal Owner CLEAN WATER SERVICES a 2nd submittal a submittal Subject of Submittal Equipment Designation: Specification Section(s): 8 ea. Suspended Acoustical Ceiling Shop Section 09500 Drawing — Deferred Submittal Comparison Information Tests Complete either (a) or (b), following: X (a) We have verified that the materials or equipment contained in this submittal meets all the requirements specified or shown (no exceptions) (b) We have verified that the material or equipment contained in this submittal meets all the requirements specified or shown, except for the following deviations (List Deviations): Contractor's Authorized Representativet ,ZiJ CM 306 (Revised 9/16/02) Service & Quality "� `,` since 1961 . $, I EcElvFn. . r =. �_ Interior Contract • r Ceiling Systems, Inc. 2340 S.E. Gladstone, Suite 100, Portland, OR 97202 P x249 82005rtland, OR 97293 -0908 i r" a- r'- * ', # 503) 234 -9515 • FAX (503) 235 -0052 9 t CCB# 63828 c V We are an equal opportunit� F 1IC 2 8 G DIVISION DATE JOB NO. TO CO \ ors 73:101c_ . / z7/o P. o � 3 J L A AWIAIre JOB ADDRESS ���I1 , 01%..e..., a 10 (I■ ATTENTION ,,�W/e are'LEnclosing ❑ Returning ❑ Sending under separate cover 17�lShop drawings ❑ Prints ❑ Subcontract Modification ❑ \\ Change request ❑ Copy of letter ❑ Plans ❑ Samples ❑ Specifications 0 COPIES DATED REV. NO. DESCRIPTION a 11.1.1e. 1 c .o . C( sLo s.A.,..2 see . ci tS These are transmitted as checked below: X or approval . ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For price ❑ Approved as noted ❑ Submit copies for distribution . .❑ As requested ❑ Returned for corrections ❑ Return corrected prints . ' ❑ For review and comment ❑ For your use ❑ ❑ For bids due REMARKS dO-c r r Q. ti S J ®N/0 ` -44 • ,. COPY TO SIGNED ` �'—� —� If enclosures are not as noted, kindly notify us at once. It .., , �: &n_tractor®s Submittal ` y` Transmittal Form MONTGOMERY HARZA SEP 2 9 2005 For all contractor submittals, including shop CI l td0l2�Q0,.�. �; Transmittal No. 056 drawings, samples calculation, data, or otherBUJL DIVISION To: MWH From: CONTRACTORS, INC. DECEIVED JLI Attention: Leslie Laramoore Attention: Louise Loomis Project Name DURHAM AWWTP PHASE 4 EXPANSION This is: Check one X an original submittal Owner CLEAN WATER SERVICES a 2nd submittal a submittal Subject of Submittal Equipment Designation: Specification Section(s): 8 ea. Suspended Acoustical Ceiling Shop Section 09500 Drawing — Deferred Submittal Comparison Information Tests Complete either (a) or (b), following: X (a) We have verified that the materials or equipment contained in this submittal meets all the requirements specified or shown (no exceptions) (b) We have verified that the material or equipment contained in this submittal meets all the requirements specified or shown, except for the following deviations (List Deviations): Contractor's Authorized Representative; ,DjJ ,r, 0) l %o"-- /%' - (_,ll_ CM 306 (Revised 9/16/02) Service & Quality since 1961 , rt Interior Contractors Ceiling Systems, Inc. 2340 S.E. Gladstone, Suite 100, Portland, OR 97202 P.O. Box 4108 Portland, 04 - 9 . 7293-0908 f 4593,) 234 -9515 • FAX (503) 235 -0052 CCB# 63828 SEP 29 2005 We are an equal opportunity employer 28 CITY OF BUILDING DIVISION C CJiV I nr1l,; cinzj ItyL DATE JOB NO. TO o "tor A.C.40 rs TV% ei 27/0s- P o. Z o s, (®� 7 J rin0. 04 " AW(IL r ®-1 JOB ADDRESS • ATTENTION ,We are'Enclosing ❑ Returning ❑ Sending under separate cover *hop drawings ❑ Prints ❑ Subcontract Modification • ❑ Change request ❑ Copy of ❑ Plans ❑ Samples ❑ Specifications 0 COPIES DATED REV. NO. Las. DESCRIPTION C(q. Lo • . (Ceci. These are transmitted as checked below: j)kor approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For price ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints . ❑ For review and comment ❑ For your use ❑ ❑ For bids due 1 • REMARKS tkQ�e rredk <4 LA": i'4 • COPY TO SIGNED ��- r ?al∎ If enclosures are not as noted, kindly notify us at once. Site Address: 4 0 ilk koh.v. t t, „Loh i Letter of Transmittal Building Division -.. . .,, City of Tigard N- DATE RECEIVED: ..‹.., TO: rdiwk 1/4n Doineleo .. ,.... .. DEPT: BUILDING DIVISION PEC17-0117-D ■.:f\R 2 a nrii FROM: tiol 1 44, 4 /Jr G- f tA- .....A.,9 EllMCM1 COMPANY: W PHONE NO.: 5_'_12_3_LZ2/: By:_,14)2_ RE: P --Zoos- 6 006 - i-vf-AnAs ( ase number, site address, etc.) OxAdei-tvv t'- Akil■e..A7 0 ole■su,&1.. (Project name or subdivision name and lot number) V AitiGe 4' 6 7, Doo ATTACHED ARE THE FOLLOWING ITEMS: '` Additional set(s) of plans. Revisions: Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. _ Engineer's calculations. r/ (explain): / 127 4 1.41/14VWLe REMARKS: \)a-Du.cc AA t AA:uu.a. pA.cet ' -.. . - ... For Office Use Only: - ' , . - Routed to Permit Technician: Date: 3.: a/ _ Initials: MAL/ •:- ' Fees Due: $, no. q ( Date:?—..o-7 Initials: -MA% I / Reprint Permit (per Plans Examiner): I Yes: No:)( Notified Applicant: Date: Initials: i:BuildingWorms\LetterTransmittal doc 1/6/04 • • / R ._ MILNE MASONRY CONTRACTORS INC 6i �L " 14674 S.E. Sunnyside rd. no. 128 MAR 2 g 2007 Clackamas, Or 97015 -6400 CITY OF 4 ~iAARD WO INVISI'O'P Phone (503) 658 -6444 Fax(503) 658-6295 LETTER OF TRANSMITTAL TO: PROJECT: DURHAM AW WTP PHASE 4 EXPANSION CONTRACTORS INC DATE: 8 /4/05/ INCLUDING ITEMS REQUIRED AND REVISED AS PER 3108107 CONTRACT # ATTN: MIKE EUBANKS REF: SUBMITTALS WE ARE SENDING YOU THE FOLLOWING ITEMS FOR YOUR APPROVAL: Item Description CONCRETE MASONRY UNITS WITH DRY -BLOCK ADDITIVE Submittals 1 Specification/Paragraph # 04320 2.2 (A) 2.3 (A) (B) Samples Manufacturers Brand BASALITE PRODUCTS Shop Drawings ASTM Specification # ASTM C90-02 Other Item Description MASONRY MORTAR TYPE S Submittals 1 Specification/Paragraph # 04320 2.2(A) 2.4 Samples Manufacturers Brand BASALITE PRODUCTS Shop Drawings ASTM Specification # Other Item Description TRANIST MIXED GROUT Submittals 1 Specification/Paragraph # 04320 2.2 (A) 2.4 Samples Manufacturers Brand GLACIER NORTHWEST Shop Drawings ASTM Specification # Other Item Description ADJUSTABLE VENEER WALL TIE ASSEMBLY Submittals 1 Specification/Paragraph # 04320 2.3C (1) (2) Samples Manufacturers Brand DUR -O-WAL DA 213S HEAVY DUTY 11GA PLATE 12 GA PINTEL Shop Drawings ASTM Specification # Other Item Description WALL TIE ANCHOR Submittals 1 Specification/Paragraph # 04320 2.3 C 2 (B) Samples Manufacturers Brand HILTI 316 STAINLESS STEEL KWIK BOLT 11 1/4X2 1/4 * Shop Drawings ASTM Specification # Other Item Description FLEXIBLE SELF SEALING CONCEALED WALL FLASHING Submittals 1 Specification/Paragraph # 04320 2.3 D Samples Manufacturers Brand WR GRACE PERMABARRIER Shop Drawings ASTM Specification # Other Item Description VERTICAL CONTROL JOINTS Submittals 1 Specification/Paragraph # 04320 2.3 E (1) Samples Manufacturers Brand DUR -O-WAL RAPID CONTROL JOINT Shop Drawings ASTM Specification # Other Item Description EXPANSIION JOINT FILLERS Submittals 1 Specification/Paragraph # 04320 2.3 E (2) Samples Manufacturers Brand DUR -O-WAL RAPID EXPANSION JOINT Shop Drawings ASTM Specification # Other Item Description PVC WEEP FORMS Submittals 1 Specification/Paragraph # 04320 2.3 E (3) Samples Manufacturers Brand DUR -O-WAL DA 1005 WEEP HOLE Shop Drawings ASTM Specification # Other Item Description MASONRY CLEANER Submittals 1 Specification /Paragraph # 04320 2.3 5 Samples Manufacturers Brand PRO SO CO INC. SURE KLEAN 600 Shop Drawings ASTM Specification # Other COMMENTS: * STRENGTH CAPABILITIES LISTED IN MANUFACTURES SPEC INFO Gity JR i lyata OFFICE COPY Approved Plans "Pf _Mho Date 3-21-07 B(4 2co s -C)O d$7 I $s c, Sul TSr� .%2005 a 8:04 5032859179 BASALITE PORTLAND PAGE 02/ 04 ® ZoC7 2 C 0 BASALITE� 1740 NE Lombard Place conacnrTE paaoucTS, uc P.O. Box 11207 Portland, OR 97211 -1656 (503) 285 -4557 Fax (503) 285 -9179 JULU 19. 2005 PROJECT: DURHAM ADVANCED WASTEWATER TREATMENT FACILITY PHASE 4 EXPANSION CONTRACTOR: CONTRACTORS INC. MASON CONTRACTOR: MILNE MASONRY TO WHOM IT MAY CONCERN: THIS LETTER IS TO CERTIFY THE HOLLOW LOAD BEARING MEDIUM WEIGHT UNITS THAT WE WILL BE SHIPPING TO THE ABOVE PROJECT WILL MEET OR EXCEED THE FOLLOWING SPECIFICATIONS: THE CMU ARE MANUFACTURED IN ACCORDANCE WITH ASTM C -90, 2000. A MEDIUM WEIGHT UNIT OF LIGHTWEIGHT AGGREGATES; ASTM C -331, AND NORMAL WEIGHT AGGREGATES; ASTM C -33. THE LINEAR SHRINKAGE HAS BEEN TESTED AS PER ASTM C- 426 METHOD OF TESTING. CMU SHALL BE MADE WITH "BLOCK GARD INTEGRAL WATER REPELLENT ", AND GARD- MORTAR ADMIX WILL BE PROVIDED TO THE MASON CONTRACTOR AT NO ADDITIONAL CHARGE. ENCLOSED ARE ANNUAL QUALITY CONTROL TESTS FOR CMU. SPECIALIZED CUSTOM MADE CMU WILL MEET OR EXCEED SPECIFIED REQUIREMENTS. SINGLY; PATRICK M. MURPHY SALES REPRESENTATIVAy BASALITE CONCRETE ODUCTS, LLC -�• .19/2005 08:04 5032859179 BASALITE PORTLAND FADE 03/04 Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave.. NE P.O. Box 7918 g� C . Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson Testing, Inc. FAX (503) 684-C954 Phone (5 3) 589-1209 2 Ph FAX (541) 330.9153 February 18, 2005 T0507642.CTI Basalite Concrete Products. LLC 1740 NE Lombard Place Porltand, OR 97211 Re: Basalite Concrete Products - 2005 Miscellaneous ASTM C140 ! 0425 — Qualification Testing of Concrete Masonry Units Mediumweight CMU Gentlemen: As requested, we have completed testing on nine (9) concrete masonry units submitted to our laboratory on December 22, 2004 by your representative. Basalite Concrete Products. LLC — Portland Plant, supplied material. The testing was performed in conformance with ASTM 0140 and ASTM C426 procedures. Testing was completed on February 4, 2005. Following is the test data: 1 ASTM C140/C426 Qualification Testing of Concrete Masonry Units Unit Dry Weight Unit Weight Moisture Content Absorption PSI PSI No. Its (Ib/ft % T otal Absorption (%) ' Net Shrinkage No. ( Its) ) rp (lo) (Ib/ft 1 N_t Gr055 1 1 31.87 114.8 23.8 10.7 12.3 1 1 2 l 33.24 T 1 18.1 23.4 9.2 10.9 1 3 I 31.73 114.4 26.9 11.5 13.1 I " 5 1 2640 1410 2890 1 1520 - 6 I 1 2680 1410 7 -0.047 . • 8 I . . -0.048 9 I -0.053 Avg. 32.28 I 115.8 24.7 1 10.5 12.1 - 2750 1 1450 -0.049 Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full. without prior authorization from this office. , If there are any further questions regarding this matter. please do not hesitate to contact this office. Respectfully submitted. CARLSON TESTING. INC. Jason S. Bryant Laboratory Manager tt D1Dr.:I.anGe ,a‘P.rl°i,e1..c on ol3esal ,n+MW.C MU.'ae!n¢r04.. S3? DOC /r 1060 Norm Few Swan 1 .on e GLICIER Tworbrc (0. 11S.7f00 F aim.. 13011 )I1.3790 N O N 1 N W! 6 T CONCRETE MIX DESIGN # 886 7.5 Sack Kurtz Mix 318' Maximum Sized Aggregate POUNDS SATURATED ABSOLUTE MATERIAL SURFACE DRY (SSD) VOLUME Cement 705 Ibs 3.587 Fly Ash 0 Ibs 0.000 Concrete Sand 1882 Ibs 11.692 Pea Gravel 890 Ibs 5 -302 Water 350 Ibs 5.609 %Air 3 % 0.810 TOTALS 3827 27.00 Water Reducer (WRDA -64) Meets ASTM C494 28 oz f yd Water Cement Ratio 0.50 Slump fluid CONCRETE SUPPLIER: Glacier Northwest CONTRACTOR: Miline Masonry PROJECT: Durham WWTP Phase IV DATE: September 26, 2005 • io50 wnn ww. St... • :. Palen,. OA •1227 L ,.•orcnr awe 3.37 N O R T H it [ 6 T GLACIER NORTHWEST BACKUP DATA CONC AIR DATE MIX # TICKET PLANT TESTER TRUCK # TEMP TEMP SLUMP 3 DAY 7 DAY 28 DAY AIR % 07/01/05 886 680675 58 SUMINSKI 57 70 68 8 3880 0 09/07/04 886 596892 16 MAHAR 65 79 4620 5725 0 08/12/04 886 565649 16 GESSNER 123 81 9 4593 0 C8/04/04 886 594282 15 JENSEN 234 79 70 10 5253 0 06/14/04 886 567835 15 232 10.5 2757 0 05/20/04 886 566385 15 BROCK 145 75 55 3900 5000 03/12/04 886 522397 33 JENSEN 7702 61 52 11 3273 0 02/11/04 886 509885 47 WARFIELD 7724 66 54 11 4620 0 02/05/04 886 509752 47 WARFIELD 7725 57 46 11 3990 5925 0 01/29/04 886 509550 47 BETNUN 7723 70 54 10 3670 5860 0 08/18/03 886 482519 47 SESSUMS 7720 75 95 11 3670 5060 0 03/13/03 886 405679 15 STASCH 145 55 11 2620 4500 0 02/26/03 886 447100 15 WHITE 148 61 46 9 4963 0 02/17/03 886 446494 15 MEDEARIS 232 66 52 10 3060 5100 0 01/31/03 886 445524 15 MEDEARIS 148 72 54 9 5727 0 11/22/02 886 420066 15 MEDARIS 149 70 55 9 2410 5483 0 MAX 4620 5925 F'r_ = 3000 MIN 2410 2757 AVE 3644 4944 1.34 STD DEV = 1252 STD DEV 750 934 # of TEST 10 14 (2.33 • STD DEV) - 500 = 1677 C of V 21 19 . � 1050 North River Sheet Portland, OR 97227 GL C 1 E R Tom: () 335 -2800 Facsimile: (503)331 -3700 M O R T N W t I T CERTIFIED MILL ANALYSIS NO. 1715 -2 -1 Bin No. P -22 -05 Type I/11 ASTM C 150 CHEMICAL COMPOSITION: PERCENT SiO2 21.3 Al203 4.6 Fe2O3 3.2 CaO 64.4 MgO 1.49 SO3 2.60 Loss on Ignition 1.16 Insoluble Residue .53 Total Alkalis (as Na2O) .55 C3S 57 C2S 18 C3A 7 C 10 PHYSICAL TESTS: Blaine Fineness 384 m Setting Time - Vicat Initial 144 min. • Final 201 min. False Set 9�0 Autoclave Expansion -0.01 % Air Content of mortar 6.5 % Compressive Strength - ` 3 days 4170 psi 28.8 Mpa 7 days 5310 psi 36.6 Mpa 28 days psi Mpa The cement represented here is certified to comply with the above noted specification. September 23, 2005 DATE /t September 06, 2005 (DUOS -22) Manager of Techn Services Test Date / = IF GLAL'ER NO RTNWWST COARSE AGGREGATE TEST REPCRT GATE 092698 rvE: 06704 TESTS 1 IDATE rest TESTO 1 P1ANT o Crown C!v ❑ WET C Gtr PLANT 0 - p WET p DRY SCORC2 Windsor Island ❑ COLD r^ 401 $CURL'£ p COLD ❑ MOT SAMPLED LOCAnC04 Lia STOCK PIA C aELT SAMPUED LOCATOR. a STCCXPUE ❑ BELT &MAPUD ST 1400 TESTED BY: Mao SAMPLED ST. TESTED ST: MATERIAL 92E 9.5 rt1R1 Pea Orevei MATEAIK s2E _ rWr lRnEe it avawo r.T fFn I.. .000 T•n ■110004 . a@ WI r^ Mont r411 .n r 0 mono P-11 x®11 AM APED 0 WT. 1 2 YOMR { YRET. % WT. 1 I WI. 2 1 ME)OMT I x AEI . I% PPM lo19.0 D o o I a 100 `} ► I 4T 100 'MS 0 0 I 0 100 ! ( I 8J>~loo i OJ 121.7 - 128.3 248.0 I ea 91 1 j 03.400 tz 1 7139 598.0 13099 48.8 45 _ 1 } ' 1 4..m 1 524.4 365.9 860.3 31.3 13 I 1 10 - .a LO J 213.5 131.7 345.2 12.3 1 0.10 1.18 I 3.3 ZS _ 81 I o2 1 0 - ass moo 1 _ 1 1 [ eaa ' 015aa 0.4 22 2.8 2889 .2581 -.- 0.3 -1 _ PAU 0.8 0_3 0.9 _ TCTK WT_ 2808.1 _ _ - - PA N TAR 1 E 1 252.2 W :PAW vA0 PAN Spec. PANT ARE 1 W IPAN 1 WHO PAN Spec. v1ET SAYRE MD PAN 3144.3 2601.4 NET SAMPLE AND PAN ORv SAMPLE MW PAN 3081.0 2808.1 DRY SALiPl2:MC PAN _ AFT WASH Mr SAMPLE 4 3044.0 2791.1 AFTER WASm DRY smoke • PAN 2190.2 RAFT , TOTAL MOISTURE % 3.0% Tot N. modnusE % , PRES LCr8T1RE % 0.3% FREE MOISTURE % . PMa41MD moo SIEVE 16.0 -100 Slow P44 W07006ffME . SIEVE LOSS 0.1% , 2793.0 0.3% DPW LDSS 4 %COD PMTS na26 0.00% 0 0.05% 000 PMTS TM226 ` ELM OPECES TM 229 I 601 E3ONG PIECES MI ZS - AeeDRPT1oM 2.7% ! ancoC GRAVITY 2.80 _ SPECAPC GRAVITY , NOTES: 100%dVWrdoor Island Pea C3raval. rinn4le ma NOTES: token al clock pie In Oregon 0811:8601. t • SEP- 26-2205 13:01 FROM:GLACIR FFm4T AVE 503 -221 -2494 TO= 5000213700 P.2 i GLACIER NORTHWEST ■ Fite AGOREOATE TEST REPORT - i 6 Q6106 1b1E 11&. 1W 0 1 0919 095X106 1116 6e:O .M. 113 1 j n-wr a Orman Coy ❑ w!r ❑ oar v1 Anr a Cream My ❑ wTS 1 0 MT 500601 V16ra6,*ne Word 911 0 0:10 ❑ •r COUSCE W Inabor Ward P1 ❑ cal) 1 0 .•r 6440= =Mat 0 01CCX PUS ❑ 8022 WOW LOTATEw 3 11CCx f.II 0 as r 14111.12)60 WOES 1101r®105 60025 04461010 55 1414 mew IN j 'I . 5441914A1 call 4.71rtnn 9249.44 ammo aaen wleaAi 1102 4.79 1T1C111/d tb�eee �+�et 1 .4 14 4 71 . 0 9 Q wagewmnl 400/01-11 . 0 As�pf0,1414 0 r8 minaOFn aao� { 1t i 1.414471.09 um i, wr 2 1 Mo3;w 221 Iev.0 ACJ� wW00041 W00041 WT. -r2 w %RSr 4 PA55 1 .Cana A.5721 T1 2266 w 11A 1 1 SPEC. 115 D9 0 0 0.0 10D 100 0.0 04 0 0 I 100 1 100 I 100 v { 1 f t 1 4.71 2.4 1 1 2.1 0 100 ' 0• 1.1 1.7 0.3 1 1 100 j 0.3 1 13 -100 ff. 2.= 2 1 05.2 1 160 84 18 4 104.4 104.4 18.3 s3 [ 17 0 to -100 1.16- 73.6 75.e• 12.4 71 28.8 54.8 84.3 13.8 68 30.7 60 -110 000 719 73.9 12.4 3e 41.2 51.4 61.4 13.1 $e _ 43 7 25 - 90 NO 199.7 196.7 15.0 2S 74.8 1899 1899 31.9 ! 24 75.7 10.30 100 1249 1 ^ 1249 21D 4 98.8 12715 1243 gas (. 4 16.0 2 - 10 Afa+n 22:2 23.2 3.7 0.4 M9 • 18.1 108 3.0 ! 1.0 60.0 , 0.0 -4.0 0411 0.9 0.0 ,, 0.7 0.7 TOTAL wr, $144 1 622.6 } • P�wrar l 2328 14 /PAN ve0P1w P1w 2511 j wrrw PAM 9940 war SAMNA A10 Par 8044 0.11 11515A10 ANG OIw 514.6 300.0 . Oe la w sAeo NC Owe 60.3 '9?4.4 --- 00V O.C.WO 317.4 1 , 1122.11 •161 WNW 01n 806.0 525.1 - AMER WASH OW 071.3 4 618.5 sacks • WIN SOMA a PAN 1 TOnit aogn.nes 0.3% ?OElt 14051106E C 6.066 I 01010140101166 s 2.5% rates 1101211t83 ` 2.11. 1 . e1400uwe • 2.36 26 •200 Savo memos acculL41 2.65 ( 0.3 - 2110 Sam 83V6 L018 .0.15 8906.7 0.316 6E161009 0.111 ( 017.0 0.781 WOOD wee Vein 9.008 ^ 04 0.6715 _ warn 220 ►59 1122121 a 0. 008 i OA ODS% flora , 0.061 0 1.19% 1:1114404 0•221130- • 0001 1 0 1.15% nteletted 3. / ‘ 4990F193/ . 1376 aa4818316YR4frR 601N01 _ 9061 Ae01®IAVA6HIr 78 1 011% . ■ i sae® as;1o1s rA101tEal000 le ` Cwv1154040 mow 101461100 S8 &wee 4211 2.92 - 3000150 Grayer 2.94 • I IRTOB: A.6.T.M Corpse 0259. 1008 of V tnewr low* e _ NOTP.T. A.b-T_IL Conceal. Sod. 10016 d Window herd 8224. ■ ■ 1 . I I r _ ... .. = , i ANCHORS 1 1f16°nioa Antttat CaPat':iy DIA 5213 ' F> _ _ 1 UBtu+ati Load / ( C ^°!P 3400 ID_ � D/A Z13 • VENEER ANCHOR ASSEMBif (paiamd) CmcrI Mock 1300 400 b . DIA 5213 - RETRO FIT VENEER ANCHOR ASSEMBLY Holicnn Bndt 2000 RI 1 . 2 • q;,G or brick or block veneer to steel studs or existing Mortar Joint Steel 2Boo Ile. cor s r•�c ion with or without board type insulation present Tie In cavil /. #14-16 C t Sheep Metai Screw 0/A 307 Steel Stud 7lsida�s Ultimate toad PuIIoulPushOffi from Bed (clot 368 Pfatie Type ittliatate load 20 Gage 3 68 lb. �, CO tbs. 16 Gage 704 'e. ' 1150 ihs- #2 SPF 2 x 4 woad Stxe�+ D/A 808 W L ',out pntinuous reinforcement 1S90Ibs Ultimate Teasioe won =Portmus relcAeRCrnr�+1 Embed. in. Assembly Capacity (! bs)m 1/2• 2231bs. 3!4• 312 ms. D/A 213 Veneer Ancho rs 1• 555 lbs. oexriouoa AYerags Deflection SUffaess 1-114' 555 lbs. Ultimate Load *101 tbs. Th .M 112 -14 300 Series Stainless Steel Sheet Metal Screw D/A 995 matt' Dog mtly -11 is plats pin08112 ;X P UIS Simi Stud Thickness Ultimate Lead WascdY- Tensimrt'amarrsslca 7780 20 Gage 315 lb. 1256 bs 0.013 4120 18 Gage 3 l=. 3 ` "arm °� 3E01 ;laze 787 2 1b. J4 :xenlru"Y 0 047 2110 16 Sage 1.1; 4• E =nviery 3bo :hs. ate: One e%pansion anchor recommended for use with D/A Surd Auomisly -t2 pa P p+ 4 7 � sheet metal screws recommended for use casacitrTenean � 5213. Two 6555 5213 DIA sli 3' Ecce rcy 2 0.037 � 1.1 . ^..emu tri 240 tbs. 318' Scie t-i;s _c»atricty 1801b 0.170 - 0116 ' inn D a go. D Y St r , 1 t Astons* C 3 - ;7 7 csvavh-rirnlonlGm'rassion 540 2C Is. 1 75 E ti s -ty t 0.045 1075 T--- , 11 � d' : ritn y 1 t 515 ( I �,i r�\_ Er^.r 1201ts 0.194 1 -1 0U / R 'tWAL rmmerrCS 7 e used 11 . pie wnen deslcn ecx 1titly a 1 '- I #—. - / 3. qei.? 'Rmt.83 518' Pta a Pima S hawn r Vshre Pints Similar to 01.1R-0-EYE 7 • ir.::—.c.'sh . - r Yp■ �! ` 4 �.A A :t .C I . `/ ! 0i Z11 ='s� � } a ti� ' � " w' ; � as a - i:r ; � 3' 1 .� ... : • DJA 2135 Seismic Deslan 1,1 D1A 213-O A 7116' .s. ' _ •r 1✓''�C 'e a •---., �. Nt;., ' ' Emboss 0.040 Min_ TY s F, r +r" a° 7e- R r��}r -' _ p - 1' & * ", ', } yu''i .1',, M , `,,,.3 lrr , ,. . s *14 it F' (ZP --- Insulation �i>. h r � "� • a �3' id ,d }5 ? � r 'i x f � �, 1,r .�� '� i �A` DM. c ti ' *4 ,? i' c4 ^:,', h ty Iq. s a trr > ' r r` 3 " O M. T t sd .t� y s . � j' he r 1 +7 5 e ` WA 213 F' 6 , j,F - r • ` V ' I ni ,4 , 41 ` �-1 .t 9r "L c9co 'v{ \ '°?' ° :4, O N ie / Om 2134.5 t -114' : ` t {y >r It �� o- 03- Y/ � "-t- 2,4,rr4' n•- a m W 2131 1 31�� { ' i, i ,:.f..,04? .u,>.,1,, W A 2131.5 2 - 114. WA 5213 ' 8' OIM. CIA 2132 2.3/4- Nola: western States nch Gay Products Assadatloa has dsveioped a WOW design -g DAL appr~ for veneer M1d1OI bored on the are not used- Sec a 5- In r -213 '^t. 5 c1Se, wonting stress safely 1 - 12" - 213 - - Hlrn� rTi'i _.t • ryy ( ��'J +.r yv lk4ii s' ($�.c, ;G _ ,Y:i..:c V i�?!'' �ix.K fei•}.r;3. .' �;!�ll : s %t'~+_' , � cd } 's �t-� ff�'i l• f d; a> F 7 � � . " [ . r ; ; J -+ / : ;,w;f.�' dyi , t;. r p" !!r p 4r fr . +. •"7f'•. rt; , a� r ;Vfi tfg - ;X'�S x§ Ft •r'! '+ raf t:., g } .:� I SI. r-' }"y }+� i �` 1 a i f � � � 7 � ,.s .t �: ��i � t 1'ft�, �, r _� �(�7 , i � ` � C }Y r .�� , ` R fI[•+>�j' � s d:s� , tr''I i ✓ t . -• :..Jin x y., S ' e , x '�,r- ''� P40. �j'' i - 4. ' y. t� 140. N; h� / �.. { L. ('- �'.�•.1 ( ti J r t7 '.� a'+.+� i. o �• Y � 3.,f,�� ci �F' 9 �t a'� tit 4 x?'�g2r J � " N � ,� t 1 �• . p�qv { �t��- �" 1 �A •h,�!e�, 4��i'*' � i4 } s�. �,p� t� Y f' ---d' � ."{� ""'�lYa . � - ro � -�. '1�2 1 1 ,... {� { t ' �.:Lgz,..'"7L•..,a7s— '-m - .T : i a�v J'' t h {fit ! 'b ztk , 'J ...... s `> 'J' tah r N FE9 i g' '.a k ` '7 w ' t o "' n_��.ts -.tom -r x �;.rltste tS Yi t �ir �.`�i.C:Fr.3 'C_-•I '.,R •�iefC. JxsCSrk „ - .`i%l „in...z, • it, •.s�Fr i 304 Stainless Steel Kwik Bolt Ill ".4 Master Min Ultimate Loads Allowable Wk Loads s; s ,y Item No Carton# Bit Anchor Emb Thread Hilti in 4000 .si Concrete' in 4000 isi Concrete' Qty Box . iMC) Oescnption dia . Length Depth Length Drill Bit Emb DepthlTension (Ib11 Shear (Ib) I Emb Depth 1 Tension (Ib) I Shear ilb) I Box/ ,1C 00230984 336053 KB 11 304 SSCF 1/4 -1 -3/4 1/4” 1 -3/4" 1 -1 /8" 3/4" TE -CX 1/4 -6 1 -1/8" 1300 2200 1 -1/8" 350 590 100 ; ^ -•00 00230985 336054 KB 11 304 SSCF 1/4 -2 -1/4 1/4" 2 -1/4" 1 -1/8" 3/4" TE -CX 1/4 -6 2" 2070 2200 2" 550 590 10C,': 00 00230986 336055 KB 11 304 SSCF 1/4 -3 -1/4 1/4" 3 -1/4" 1 -1/8" 3/4" TE -CX 1/4 -6 2" 2070 2200 2" 550 590 100;;:00 `� 00230394 336056 KB 11 304 SSCF 3/8 -2 -1/4 3/8" 2 -1/4" 1 -5/8" 7/8" TE -CX 3/8 -6 1 -5/8" 2050 4300 1 -5/8" 550 1150 100/500 00230395 336057 KB 11 304 SSCF 3/8 -3 3/8" 3" 1 -5/8" 1 -1/8" TE -CX 3/8 -6 2 -1/2" 4700 5000 2 -1/2" 1250 1330 100/400 00230396 336058 KB 11 304 SSCF 3/8 -3 -3/4 3/8" 3 -3/4" 1 -5/8" 1 -1/8" TE -CX 3/8 -6 2 -1/2" 4700 5000 2 -1/2" 1250 1330 100/00 4-,, . • 00230397 336059 KB 11 304 SSCF 3/8 -5 3/8" 5" t -5/8" 1 -1/8" TE -CX 3/8 -12 2 -1 /2" 4700 5000 2 -1/2" 1250 1330 50/250 `re j1ni 00229232 336060 KB 11 304 SSCF 1/2 -2 -3/4 1/2" 2 -3/4" 2 -1/4" 1 -1/4" TE -CX 1/2 -6 2 -1/4" 4800 7100 2 -1/4" 1280 1890 50/200 . ;; 2 E , ., ft ,,:p &r 002 9233 336061 KB 11 304 SSCF 1/2 -3 -3/4 1/2" 3 -3/4" 2 -1/4" 1 -1/4" TE -CX 1/2 -6 2 -1/4" 4800 7100 2 -1/4" 1280 1890 50/200 '. r z,'4 , 00229077 336062 KB 11 304 SSCF 1/2 -4 -1/2 1/2" 4 -1/2" 2 -1/4" 1 -1/4" TE -CX 1/2 -12 3 -1/2" 8000 8340 3 -1/2" 2130 2200 50/200 �x r 00229234 336063 KB 11304 SSCF 1/2 -5 -1/2 1/2" 5 -1/2" 2 -1/4" 1 -1/4" TE -CX 1/2 -12 3 -1/2" 8000 8340 1 3 -1/2" 2130 2200 1 25; 1 wr =',, 00045394 336064 KB 11 304 SSCF 5/8 -3 -3/4 5/8" 3 -3/4" 2 -3/4" 1 -1/2" TE -C+ 5/8 -8 2 -3/4" 6800 12500 2 -3/4" 1810 3330 5 100 41, iN,4 F , ro 00045395 336065 KB 11 304 SSCF 5/8 -4 -3/4 5/8" 1 4 -3/4" 2 -3/4" 1 -1/2" TE -C 5/8 -8 4" 11000 12500 4" 1 2930 3330 uti° ,,.. x 00045396 335066 KB 11 304 SSCF 5/8 -6 5/8" 6" 2 -3/4" 1 -1/2' TE -0+ 5/8 -12 4" 11000 12500 4" 2930 3330 1. 00045398, 336057 KB 11304 SSCF 3/4 -4 -3/4 3/4" 4 -3/4" 3 -1/4" 1 -1/2" TE -0 -S 3/4 -8 3 -1/4" 8800 1 14000 3 -1/4" 2350 3730 20130 ' t..,2,,q...0-,-,(...4,41 , + 1„,`" 00045399 336068 KB 11 304 SSCF 3/4 -5 -1/2 3/4" 5 -1/2" 3 -1/4" 1 -1/2" TE -1'S 3/4 -8 4 -3/4" 14500 18000 ! 4 -3/4" l 3870 4800 20:60 00045400 336069 KB 11 304 SSCF 3/4 -7 3/4" 7" 3 -1/4" 1 -1/2" TE -C -S 3/4 -12 4 -3/4" 14500 18000" 4-3/4" 3870 4800 10;40 ltiyt4rr 00045401 336070 KB 11 304 SSCF 3/4 -8 3/4" 8" 3 -1/4" 1 -1/2" TE -C -S 3/4 -12 4 -3/4" 14500 18000 4 -3/4" 3870 4800 10/40 • ' • 4 = 4 . ' 00045402 336071 KB 11 304 SSCF 1 -6 1" 6" 4 1/2" 2 1/4" TE -Y 1 -13 4 -1/2" 17300 28000 4 -1/2" 1610 7470 5/25 • 00045403 336072 KB 11 304 SSCF 1 -9 1" 9" 4 -1/2' 2 -1/4" I TE -Y 1 -13 6" 27000 28000 6" 7200 7470 5/20 316 Stainless Steel Kwik Boit 11 Master Min Ultimate Loads 1 Allowable Wk Loads Item No Carton 4 Bit Anchor Emb Thread in 4000 psi Concrete' in 4000 psi Concrete' 1 0T/ (Box) (MC) Description dia ; Length Depth Length Hilti Drill Bit Emb Depth Tension (IbllShear (Ib)1 Emb Depth 1 Tension (lb) I Shear (1b11 Box/P,1C 00238483 336073 KB 11 316 SSCF 114 -2 -1/4 1/4" 2 -1/4" 1 -1/8" 3/4" TE -CX 1/4 -6 2" 2070 2200 2" 550 590 100/900 00238484 336074 KB 11316 SSCF 1/4 -3 -1/4 1/4" 3 -1/4" 1 -1/8" 3/4" TE -CX 1/4 -6 2" 2070 2200 1 2" 550 590 100 /500 , 00238486 336075 KB 11 316 SSCF 3/8 -3 3/8" 3" 1- 5/8" 1 -1/8" TE -CX 3/8 -6 2 -1/2" 4700 5000 2 -1/2" 1250 1330 100/400 l 00238487 336076 KB 11316 SSCF 3/8 -3 -3/4 3/8" 3 -3/4" 1 -5/8" 1 -1/8" TE -CX 3/8 -6 2 -1/2" 4700 5000 1 2 -1/2" 1250 1330 100/400. ' 00238491 336077 KB 11 316 SSCF 1/2 -3 -3/4 1/2" 3 -3/4" 2 -1/4" 1 -1/4" TE -CX 1/2 -6 2 -1/4" 4800 7100 2 -1/4" 1280 1890 50/200 x " 00238493 336078 KB 11 316 SSCF 1/2 -4 -1/2 1/2" 4 -1/2" 2 -1/4" 1 -1/4" TE -CX 1/2 -12 3 -1/2" 8000 8340 l 3 -1/2" 2130 2200 50/200 00238492 336079 KB 11316 SSCF 1/2 -5 -1/2 1/2" 5 -1/2" 2 -1/4" 1 -1/4" TE -CX 1/2 -12 3 -1/2" 8000 8340 3 -1/2" 2130 2200 25/125 00045475 336080 KB 11 316 SS 5/8 -3 -3/4 5/8" 3 -3/4" 2 -3/4" 1 -1/2" TE -C+ 5/8 -8 2 -3/4" 6800 12500 2 -3/4" 1810 3330 25;100 00045475 336081 KB 11 316 SS 5/8 -4 -3/4 5/8" 4 -3/4" 2 -3/4" 1 -1/2" TE -C-- 5/8 -8 4" 11000 12500 4" 2930 3330 25/100 00045477 336082 KB 11 316 SS 5/8 -6 5/8" 6" 2 -3/4" 1 -1/2" TE -C+ 5/8 -12 4" 11000 12500 4" 2930 3330 25 00045479 336083 KB 11 316 SS 3/4 -4 -3/4 3/4" 4 -3/4" 3 -1/4" 1 -1/2" TE -C -S 3/4 -8 3 -1/4" 8800 14000 3 -1/4" 2350 3730 20/80 00045480 336084 KB 11316 SS 3/4 -5 -1/2 3/4" 5 -1/2" 3 -1/4" 1 -1/2" TE -C -S 3/4 -8 4 -3/4" 14500 18000 4 -3/4" 3870 4800 20/60 00045483 336086 KB 11 316 SS 1 -6 1" 6" 4 -1/2" 1 -1/4" TE -Y 1 -13 4 -1/2" 17300 28000 1 4 -1/2" 4610 7470 '5/20 Stainless Steel Long Thread Kwik Bolt II' i.i.`�" , ,- a-v Y.ara? S�t1 c.vx:aiun .. vt,r:t u A :. Nrt ,.r .,;.t . rs;: Master Min Ultimate Loads in 4000 psi Allowable Wk Loads in 4000 psi item No Carton 4 Bit Anchor Emb Thread Concrete at Std Emb Deaf Concrete at Std Emb Depth' Qty (Box) (MC) Description dia Length Depth Length Hilti Drill Bit Emb Depth Tension (Ib)(Shear )Ib Emb Depthl Tension (Ib)I Shear (Ibl Box/C', 00045404 336087 KB 11 304SS 1/4 x 4 -1/2 1/4" 4 -112" 1 -1/8" 3" TE -CX 1/4 -8 2" 2070 2200 2" 550 590 100/500 00331962 336631 KB 11 304SS 3/8 x 3 3/8" 3" 1 -5/8" 1 -3/4" TE -CX 3/8 -6 2 -1/2" 4700 5000 2 -1/2" 1250 1330 ' 100/400 00331963 336632 KB 11304SS 3/8 x 3 -3/4 3/8" 3 -3/4" 1 -5/8" 2 -1/2" TE -CX 3/8-6 2 -1/2" 4700 5000 2 -1/2" 1250 1330 100/400 00331964 336633 KB 11304SS 3/8 x 5 3/8" 5" 1 -5/8" 3 -1/4" TE -CX 3/8 -12 2 -1/2" 4700 5000 2 -1/2" 1250 1330 50/250 00242539 336088 KB II 304SS 3/8 x 7 3/8" 7" 1 -5/8" 4" TE -CX 3/8 -12 2 -1/2" 4700 5000 2 -1/2" 1250 1330 50/200 00331965 336634 KB 11304SS 1/2 x 3 -3/4 1/2" 3 -3/4" 2 -1/4" 2 -1/4" TE -CX 1/2-6 2 -1/4" 4800 7100 2 -1/4" 1280 1890 50/200 00331966 336635 KB 11304SS 1/2 x 4 -1/2 1/2" 4 -1/2" 2 -1/4" 3" TE -CX 1/2 -12 3 -1/2" 8000 8340 3-1/2" 2130 2200 50/200 00331967 336636 KB 113045512 x 5 -1/2 1/2" 5 -1/2" 2 -1/4" 3" TE -CX 1/2 -12 3 -1/2" 8000 8340 3 -1/2" 2130 2200 25/125 00229235 336089 KB 11 304S 12 x 7 1/2" 7" 2 -1/4" 4" TE -CX 1/2-12 3-1/2" 8000 8340 3-1/2" 2130 2220 25/125 00331968 336637 KB 11 304SS 5/8 x 4 -3/4 5/8" 4 -3/4" 2 -3/4" 2-1/2" TE -C 5/8 -8 4" 11000 12500 . 4" 2930 3330 25/100 • ' 00045407 336090 KB 11 304S 5/8 x 8 -1/2 5/13" 8 -1/2" 2 -3/4" 3-1/2" TE -C+ 5/8 -12 4" 11000 12500 4" 2930 3330 25/100 00045408 336091 KB 11304SS 5/8 x 10 5/8" 10" 2 -3/4" 4 -1/2" TE -C+ 5/8 -12 4" 11000 12500 4" 2930 3330 25/75 00331969 336638 KB 11304SS 3/4 x 4 -3/4 3/4" 4 - 3/4" 3 - 1/4" 2 -1/2" TE -C -S 3/4 -8 3 -1/4" 8800 14000 3 -1/4" 2350 3730 20/80 00331970 336639 KB 11304SS 3/4 x 5 -1/2 3/4" 5 -1/2" 3 -1/4" 3 -1/2" TE -C -S 3/4 -8 4 -3/4" 14500 18000 4 -3/4" 3870 4800 20!60 1. 00045409 336092 KB 11304SS 3/4 x 10 10" 3 -1/4" 4 -1/2" TE -C-S 3/4 -12 4 -3/4" 14500 18000 4 -3/4" 3870 4800 10 /30 ' %40 i 60045490 336085 KB11316SS 3/4 x 10 3/4" 10" 3 -1/4" 4 -1/2" TE -C -S 3/4 -12 4 -3/4" 14500 18000 1 4 -3/4" 3870 4800 10/30 .' ' ' ' 00045410 336093 KB 1130455 3/4 x 12 3/4" 12" 3 -1/4" 4 -1/2" TE -C -S 3/4 -18 4 -3/4" 14500 18000 j 4 -3/4" i 3870 4860 10/30 00045411 336094 KB 11304SS 1 x 12 1 1" 12" 4 -1/2" 4 -1/2" TE -Y 1 -21 6" 27000 28000 6" 1 7200 7470 5i15 1 ,lr ;;it;en:it Z.: :ma 316 3/::/htess Sleet sizes a,z /ab/, :Mtcn [ _'pec:als. Contac: your nearest hilt/ Represenrative. ....,e Prr,,'li.'c: recline:2i Guide. tor cotrw,erenerro.manco 1 `_ ! I 9-. 1 exnerticr_ :n avar , 1 liictnmar price 1- 000 -a79 -0000 IM-1 „.nn rim - R nn nm CSTI 1 '.v,nn, ,, hilti enm ,\,r , .1•• �. fl _ - -ate""' A. _ >.* 7 ' - . *.;y �4x - ,.*4 ; 1.a , 'T; _ i °A::, -= ---- --.y d _ ' VCSY`N'.` Y ep. :, iA• • - P A p d , Vic f BER A SA ER :"2."'''' r� VY a +,: BA R . tea .�. i ^ ' L a' Nashrrg L Flo ng" i t • yHos/,m : r z r s wo »�r o c 0 0 0 � , � • , az Shlf ; . . O i r i • • 9 A ' ir ' (� z ' � ,- . , � . Y et - : ''''. N .. ..'5. ; 5 - - -. . - -_ -. ..i7-' : <;c ' '.-• '.':''''...1'4 It's tout 1 -it : r� : -ti q t - * - It : .s Ovate 0 r - o : : L ,'''3 'S^ .]� yy�� of E - f J :7:-.L. .-r . yT "�' - -.Or" Yy �} !r ) 1' \ }" "i•. y..qg` -� �� II. Lrt. -•Y w i . _ _ �.L•r _ � 5�.a � .• J'1,� ce +1 . �' ` r - -_.'.4. �.y„� •• ' 777 7� `^r _ -A .� - . v , ..- - ' .. e . :.; i - i '3 -- .._d • - j-4- -" 1 mss.- .' ^ '�. 5 M1 ^ - --t - g .- v ' .{�' '7l• a a. - - '*"".. _ . . � r k s !O 1-or a better so'utien to the age -old problem of durable moisture protc% ;or,, moose PERNt -A- BARRIER Wall Flashin from Grace Construc _ion Products- PERM -A- BARRIER is a 40 -mil membrane -3 mil i , completely and integrally bonded to of pliable and highly- adhesive rubberized aspha.t comp )und, an 3 mil, • higl-h density, cross- laminated polyethylene film. Together, the,; provide nvo strong, flexible waterrroofing lavers that help keep the interiors of structures dry. oRYSLoex- AdmuUums - , ,,(< il „d \\. �� Easily recognized on the jobsite, it tights CA USMOrtar ccvdy tnsWdtlon --- back a1?^IIiSt punctures, tears and SLCeS. ,� �.,� n t 51 m, (2 in It even heals itself. C :oa rAlrspoee < . �� cc BOuleena , ' Mdatld - - t, � ∎ �� < i II ■ * 04 PERM -A- BARRIER Wall Flashing's unique green color and B l flC atiRlEa ∎ repeated imprinted logo easily differentiate it on the jobsite Watt `c 1,. � - Hashing ,:” from other flashing types. The high- density polyethylene • emtnose Pik thago , X ° 14. • • film is strong and Thick to resist puncturing and slicing. and Typo Optional <c • (� o01, and because it consists of multiple cross - laminated layers, %veea,ot ,. • it has the tensile strength to resist tearing. The rubberized 06in.) o.e. ∎.< , pi • . :'�. asphalt is self - healing to resist leaks from minor cuts. It also Crautsoud .j 1111'i. ' self -seals around fastener holes put through the membrane. < Iu •.•'7�� • F Gra de d �, ' • IIU I. `' Sxtdnt . � A ?at. lll•t. It's gel; adhering: st to itself and the I13Z . :� - - substrates 4 mfg. IIh• nevi eor.struaion and retrofit applications, 1 ■ c 4- - -• s =-- .e .. !deal for both nc � Ull' • '• «- e� ~ »c e h self- adheres CO c oncrete, ,••c :: • - _ t'F, Z�L• : \- BARItl 2 Wall Flashing sc • ll ''A' : ;r; •`r'= a to :Isonr: block, steel, gypsum and :wood — even on vertical , rYK <' UU j . ._ . . >; . ',.;c < and ,r . details. Lan; are never a problem either. '<' < !•,( 4:1E..-1117-3 h= ? posio:c la ^ t` < < C< : ; -r , il! -!11 =J J ust overlap and press firm to scat .or instant, �� �`` CSC E' ll= �ll- i i r= il U some competitive products. no extra adhesive a ,• s. required. if the surface is too duty or dusty for strong adhesion at initial touch, apply PERM -a- BARRIER' Surface Conditioner prior to installing "ER f 3 B.aRR1LIZ Wall Note goo Grace otarong optional Hashing oetads (right) Flashing. Be sure to follow the instructions on the container. for ABemate Flashing patron et the Face al me Hall 3 BASE OF WALL DETAIL . Movement Control O4 Products eurl�• -I 11114 • Rapid ® Control Joint Rapld® Poly.Jolnt— Rubber Compound RV.C. Com pound Rapids Soft-Joint/ t r po d Expansion Joint i r :. a : : Available In Regular, Tee, and Wide Flange Available In Regular, Tee and Wide 1 - 9 (patented) designs. Joint is Range g Keeps mortar and other foreign - designed for use with standard sash Flan a feat na. use with standard sash Joint is designed for malerial,nu4$ide horizontal or g block. PVC expansion i n tai ;;� = •; ;�,; - block. Is factory extruded Pansbn Joints, Available a • block. Rubber Ru a ASTM D• material conforms to ASTM D2287 type of thicknesses ro ' i. ' ' with a D conforming 10 A r hardness f -805 PVC 654-4 with a Durometer hardness , side for cones attach- R 'pf 8S t 5 when tested In accordance ment to steel Shen . ; , .. tested In accordance with ASTM D2244 With ASTM 02240. Cold crack brit- ' k l • _ - Neoprene compound edge and expan- Venetia — 10°C when tested accordin ex tor soil and slon Joint conforms to ASTM D -2000 10 ASTM D746. g am ^ ^ Joint. C o A �oprMla r 28C- 310C12 with a Durometer hard- material conforms i ASTM 1,1058 - ' ;'t, nese of 30. ; . class corn e'°cs� E41, co TABLE 13a: SHEAR STRENGTH 50%. Other widths :: TABLE 13: SHEAR STRENGTH rx‘iisCi. ,�; �nawi� - p� ;; F; ' } .ah_ 4 . r _ ; p f} 2360 "470 2891 r *�; 541 M• •i ce• ..# 3 r j s �� • �. Y, �/► tit 1141 ;. , r W. _ CfA 20t0 • 2•< l .. I Its t _ . - di pu • ; J / //� �a Y� /jy - ' . -4 1 Expansion Joint ! ` Ft ja width P�• No. %. keep. debris :,.1 F: `- } ; ` D/A 2000 4%** HIV D/A 2004 ' and mortar /' r d^Gs out i P rte' : .J" i � 2ft' tyA 2015 "' • , '• ,. 13 m int x•� L 2 54 . k 1'4.8'8• WAS [1' - WA 2025 11%* Its O WA 200r • CONTROL JOINT SPACING c) . i . . . . .. 4. ..... r .....,...,/, , z i,:.4 4... . .4.1v . - ,.... ., . , 1 .." ...O.. - "e;" Expressed a Ratio of Penel None 2 In. 1e In. 5 In. Length to Height. UH 2 21.4 3 4 - With a n ed�h (L) Not • Regardless of Height (H) ' 80' tow (1) ACI 531 -79 commentary to building cocc .q ne tp• Concrete masonry structures. t3 1 • . - -- - �, • • Movement Control o {uoR .1 . x 49( Products P Rapid° Control Joint Rapid° (Poly- Joint— :: :. Rubber Compound RV.C. Compound E pl n i Soft-Joint/ . ` able In Regular, Expansion Joint 1 Ava il able in Regular, Tee, and Wide Avail Flange (patented) designs. Joint is l g , Tee and Wide beeps mortar a designs. Joint and other _ _ designed for use with' standard sash Flange deli ne. Joint is designed for material Dt1t$ide « use with standard sash block. PVC Its. Available . = .:-:', block. Rubber Is factory extruded material conforms to ASTM D2287 type t with actissivs on conforming to ASTM D-2000 2AA-g 1� PVC 854-4 with a Durometer hardness 04 with a Durometer hardness of 80 when ' 'pf 8S t 5 when tested In axardance ' merit in atoel shelf �Y attach- . : tested In accordance with ASTM 102244 with ASTM 102240. Cold crack brit- , �arTdard ail ' t Neoprene compound edge and expah- 10°C expansion f sort and thick Won joint conforms to ASTM 0-2000 -10 C when tested according otpanai on )tint C. A ' . b ASTM 0746. 2BC- 310C12 with a Durometer hard- r11 ST material conforms to cell D bass RE41, t TABLE 131: SHEAR STRENGTH 50% Other Prse= - - TA6LE 13: SHEAR STRE NGTH X' 1 r ' "mac c i 4d /►.t s j ,� 4 " 2831 DO �• Wide Fiasco 2360 I ' « 470 6� r' r • r ;�: 2716 541 • • L: , i i 4� • i ce• � ' ..a{ -';':'• . - i. s — :./ i I ,z• ,, 'A.' 2'4. %' �tA acts =f' — I—x• / \ u WA 2070 • w • ,::. _ y � J y ' - see. Expansion ..bint or 32' .. 1 +`ir�� keeP1 Gebris T. . • • 4'A• Mo. • W. t and mortar D /A2000 4�i•3'4' D/A2004 mortar � d �1 out • • • T r + � � cs WA 201S - - � _i / tau'- �Ysr� • r , M71 Ns 3 ;:diaeleiotiOPiw _ .. d o e 22. . �• •fi 4 • D/A 2023 1 nK• D/A2 7 • • • CONTROL JOINT SPACING r) .1 yjy ��yy� C + • • .41; .� , y !i! ► 0*,01 T•• 'Itel w . f �.M��'• a 'A,•! .••l •. !'.ice. 4 .M/ • 1y h • l: + \1 • * � Expressed as Ratio of Panei None 24 In. 16 In. TT • In. Length to Height. UH 2 • ?w 3 With Panel Length (L) No1 4 to Exceed: I ,w, 1 44 , I Regardless of Height (H) ton I ,A build 1 (1) AC1 531.78 commentary rig co caCo :-.,Dy tor concrete masonry structures. 13 • .MOISTURE CONTROL Description DUR -O- BARRIER , ' mv. `t All masonry veneer cavity walls require techniques to control the flow DUR -O- BARRIER is a self - sealing. - ,„ zl s „ ,� P ..4.p , of moisture from the cavity. The use of flashing. combined :with lintels self - healing, fully adhered, ' �`A �w „,,, ) r and ventilation devices, provides for effective oisture egress. A composite flexible flashing, is , 4. ` ! V••• ?riy>b number of DUR -0 -WAL products are used for this application. designed for use as Nall flashing ,L r fif ”' f x { F ;; „ , DUR -O -WAL S.S. ti y and can be applied to masonry. Y ;f m; z . v.�•� �, -' . `1 .• 9 ¢ �� concrete. steel. gypsum or� � ,�,�,_,� ' ��•�•' . ,a' Flashing k '" Manufactured of 32 mils (.8mm) I ' rz .i;` ; `'fir y r ari . Vii.. t .� Most masonry buildings require 4 �b f . - .F r l � . . of rubberized asphalt and 8 mils flashing. The intent of flashing is .1...44".4-, r ! h (.2mm) of high density cross laminated polyethylene film. DUR -0- to intercept water or moisture s ` ; : .z, BARRIER provides moisture resistance. flexibility and good tensile flow through masonry. DUR 0 r}.' %� t i,; ,,�+' ' strength. 00R-0-BARRIER installs easily and provides excellent long WAL Stainless Steel Flashing t�= N.' 4 term performance. provides an excellent weather, a -w^ s "`'` 4 Hot Dipped Galvanized Lintels and and corrosion resistant flashing Shelf '4 *r Angles . _. .. ff.t.. solution. Also. exposed drip edges , .vill provide a durable and g m ?` aa. • , ` N. aesthetically appealing finish for thru- wall or exposed flashing DUR -0 -WAL produces formed il� , Kam' ^' t�`k' • ,v ``3iC , d applications. angles for use as lintels or shelf t �x 4:4$7 y . , . r ,, DUR -0-WAL Stainless Flashing is factor/ produced to specified angles typically applied as :r7� *� ::„5,1.,-th '•� !, dimensions. The stainless steel material is cold drawn and annealed support for masonry. The sizes ':� f � .gym ', a ¢� ' /x` which provides a hardness designation as "soft ". The stainless has a of legs can be fabricated to order •'�;x � / -i;�'�.�.fa4V rolled (unpolished) finish designation of 28 to 2D. The stock thickness in either A -36 steel or Type 304 f .f , t 4t r y �'s t 4 . used is 26 gauge (0.45mm) (other thickness available on request).The Stainless Steel. " ,k gi ,•Q5 -' •it7; drip edge of the flashing is hemmed approximately 3/16" (5mm), and Holes and /or slots can also be the maximum length of any size flashing is 8 feet (2440mm). provided per order. A hot dipped galvanized finish (A -153 Class B -2) is recommended and supplied for effective corrosion protection for Drip Edge Flashing -1 �'r p g ■ steel components. Drip Edge Flashing, when used with OUR -0- 1 30:, -- g,, VA WAL DCF and DUR -0- BARRIER material , �At" 4 kyi,r x,r Mor- Control creates an effective moisture barrier. The _ oaf Mor- Control is a mortar partall embedded •dri ed e roduces an •7 "A pp g �„ r T » y p g p .� _ s x �, dri in control device that • aesthetic finish. k , :4fi'- «. ,�,;` insures air spaces are kept clean +° 3 i ` .1 of mortar drippings. Uniquely r , 'i. s � `� Y Full Dri Flashin s ' ' ' :-.,....4 ^ a ; Li r r p g r �� desig and manufactured of a L; �.4. 04, : �' ': ` w,..„ A Full depth stainless steel drip edge flashing t tiv.s,rp corrosion resistant corrugated _',� ; ",:' " .D J r „ a, ,0* ;r'1,i< po propylene co-polymer G ',". :4 12 is constructed wide enough to bridge the ;PIOr,. , 4:y .... length of the horizontal leg of the lintel or '•� - , �"i;. -_ .ii. plastic. the product is easily D/A 1007 shelf angle. The hemmed edges provide true `'` ,�,'. t ''' installed in the bed joint of the linear patterns and make for positive splicing. brick veneer. Its shape and The stainless steel supports the interior corner of the DCF or placement in the cavity prevent mortar from dropping to the bottom DUR -0- BARRIER, and contributes to positive moisture evacuation. of the walls air space. Gi x=f° Two Piece Composite Flashing ur- lap .:-=, - � , ,}. 4�y� �f K,,�t: Two piece stainless flashing is a composite system of concealed DUR -0 -WAL produces a one piece o f Y � ••�` , � 7, f ,� t ,� � flashi and counter flashing. The combination of elements provides a corrosion resistant insulation :� t R " continuous flashing system. The two units allow for thermal expansion retainer clip. designed to fit most 1 � ` � �, e� stress between sections of the stainless steel. This technique masonry ties. The stainless steel •. •• " ;Y� v 2 . accommodates fast installati with minimal material damage. plate mechanically clamps the 1. x *` 4 � :_ , j uY t eIhS.t w nsulation to the back -up structure, '� �•s t ' ', .car ;� DCF - Composite Thru -wall Flashing thereby eliminating air cavities for r� , , '4 :x ; ,fi s_ '.` is - '{ DCF 1501E3 moisture accumulation and A complete thru wall flashing system that provides all the benefits of insulation discontinuity. It simply slides over the tie assembly, grips the tie copper flashing at a lower cost. DCF- Flashing is a composite flashing vhile holding the insulation firmly against the back-up wall. of fiberglass /Mylar and a black composite polyester film (DCF Cell Vent 1501B). DCF 1501B meets the requirements of the Army Corp of Engineered to assure moisture entering or exiting Engineers Guide Specifications CEGS- 07600. • DUR -n 0 WAL does not recommend the use of P.V.C. as a thru wall the cavity will pass over the exterior veneer to , sx flash p efflorescense or spalling. Flexible. f flashing. ultraviolet resistent polypropelene co- polymer for •_ r ` „-N, Weep Hole -Clear Plastic installation and durability. Designed to minimize visibility, eliminate dark shadow areas on - Standard 3/8” 0.D. x 4" long (9.5mm x 100mm1. wall. Recommended for use in course directly on `"� ( � D/A 1005 too of flashing. FOR VENTED CAVITY WALL. use -- 3%„ - ceilvent on top of flashing course and weep holes below shelf angle. Spacing at 24" (600mm) D/A 1006 DUR -O -WAL, INC. 14 j- • 11' i • t , � — ",- 1 k ..mot, , 600 Detergent ,-,-,, • �r r , ,. DESCRIPTION AND USE Limitations • May no: be suitable fcr craning buff - colored Sure Kean' 600 Detergent is a general purpose. brick and brick or tile with manganese or other ure concentrated acidic cleaner for trick, pile and metallic additives. See product literature on Sure concrete surfaces. Dissolves mortar smears and Klean' Vana Troll. • construction dirt quickly, leaving the masonry clean Not suitable for c,eaning polls ^ed cr some and uniform with no acid burning or streaking. glazed surfaces. Always test fors suitability. • Repeated applications may leave a detergent ADVANTAGES residue. Always prewet to reduce potential for • The No. 1 - selling proprietary cleaner for new detergent residue. Rinse thoroughly. Don't apply mcre than twica. masonry. • Not effective for removing atmospheric dirt and • Proven effective through years of use. black carbon stains. Use the appropriate Sure • Recommended by many brick, the and mortar Klean' restoration cleaner to remove manufacturers. atmospheric staining from older masonry • Safer than muriatic acid for new masonry surfaces. surfaces. • Fast and easy to apply — rinses with cold TECHNICAL DATA water. • Special wetting agents eliminate streaking and let larger masonry surfaces be cleaned , r-1 ' ` t si 1r ( O • p er Q ; atone time�� e?i�.a`j ; �li�r3 1 I�I . jt x „ Kn f _�?7i 1� I e . r -AC tF w 'I.e 7-.P . {f }l I is , 1 `, i ,c.. `., __ ��fd l. ,r4 { • - jt a t,cal, . `c . r-.: .t . Y . 7ri:lik e� ,f PREPARATION ! Substrate = l .._.::.;.1 '1 Architectural S Yes 100-300 sq. ft. ` Protect people, vehicles, property, metal, painted ".. 6urrrist y� e•2V sam• '' surfaces, plants and other nonmasonry materials y I Concrete 4 - ' Block• aD K° from product, splash, residue, wind drift and . . - . yes fumes. When working over traffic, clean when ";:a TJe Yes traffic is at a minimum. Protect or divert traffic if ;,; t Precast yes 5C0 70C sq. R. : necessary. Concrete Panels ?. :� ?4 Pavers Yes 4 ''6' S4 m' !' Clean masonry before installing windows. doors, Cast - i>••place yes a_i 1 - i:r finished flooring, metal fixtures, hardware, light n Y es n l a YeS +sa2o0 sq. n. K; fixtures, roofing materials and other ncnmasonrf F Co _;: items that the cleaner could harm. if already Terra C oca yes 14-26 sq. m. .; ,.., P.:il installed, prctect with polyethylene before - Pavers YE4 :.; application. All caulking and sealant materials i,' Marble, no ? should be in place and thoroughly cured before • + Travertine, 1 ', ::;;a cleaning. ,1 Limestone enpo �e° no ,: ; Granite ° s' ' no � :€,. Srface Preparation . ,� •• t•T' yoe 47_� m t. ;. New brick and tie surfaces clean most effectively =• 1, 1 •.. y � ''„ 14 - 28 days after masonry installation. Mortar and n Sandstone v.; grout smears left on the surface longer result in a 1 • Slate mcre difficult cteandown and may cause • , 1• - y:�4.•rVn I' r-*^ "i -. r ' r undesirable results. When possible, clean high- / _ ' "t.1, ! il' 3 r : _.R ;� - (� strength mortar /grout within seven days. Excessive L–) lr e,i * � { {r• a 1 ... erel: '1'`�,t .x�.t yr . y moisture In the 'h'alI contributes •.o efflorescence • Page 1 of 4 v S � Item 810020 '4' P ROSOCO, Inc. L AWRENCE. KS SKsCOO- 16x3 „00 ? - Cccy, PROSOCO, Ira 2000 and ether staining. Always protect open wall i Concrete block and clay 14 parts water cavities frcm rain during construction. block Smooth finish precast and 10 pa: waer Surface & Air Temperatures cast- in -olace concrete For best resuits, clean when air and masonry surface temperatures are 40 ° F (4 ° C) or above. Exterior Application Cleaning when temperatures are below freezing or Test thoroughly befcre general clearing. may be overnight may harm masonry. If freezing 1. Thoroughly prewet a large area with fresh conditions existed before application, let the iwater. masonry thaw. 2. Using a densely- packed, soft- `ibered masonry washing brush, or Icw- pressure spray (50 psi Equipment maximum), apply the diluted solution freely. Use Icw - pressure spray (50 psi max) or densely- 3. Let cleaning solution stay on the wall for 3 to 5 packed, soft- fibered masonry- washing brush. minutes. Do not let cleaner dry into the Rinse with high - pressure (400 psi) spray. masonry. This may leave residue cr stains. 4. Reappiy cleaner and scrape off heavy buildup APPLICATION INFORMATION cf excess mortar using a wooden scraper cr piece of brick. Take care not to harm the mesc ^.ry surface. Before applying, read "Protect" In Preparation 5. Rinse off all clearing compounds, free sand. section and "Precautionary Measures" under loose material and clearing with clean water. Safety Information. Thorough rnsing is extremely important to remove residues from the porous masonry. Pretesting e of surface and stain for High- pressure rinsing equipment providing at ALWAYS TEST each type least 400 psi with 4 to 6 gallons per minute, suitability and results before overall application. will prove most effective. Test a minimum 4 ft. by 4 ft. area on each type of 6. Reapply as needed following steps 1 -5. masonry. Let the test panel dry 3 to 7 days before inspection. Use the following application Caution: Multiple applications may lighten the procedures. Keep test panels available for mortar color. comparison throughout the cleaning project. If test panel indicates metallic discoloration, or if stains Do not apply Sure Klean• 600 Detergent with ' are present before testing, refer to the "Metallic pressure spray above 50 psi. This drives the Discoloration s" section. chemicals deep into the surface, making • complete rinse difficult. Dilutions Always pour cold water into empty bucket first, NOTE: To avoid streaking, use fresh water to keep then carefully add 600 Detergent. Never use hot the wall surfaces below areas being cleaned water. Handle in polypropylene buckets only. wet and rinsed free of cleaning residues. Acidic materials and fumes attack metal. The following dilutions are based cn 1 cart 600 Interior Application a Detergent to recommended parts cf water. Adjust F exterior appd bra o r rinse thoroughly. Use I sponge Cl soft- fibered brush to rinse thoroughly. f dilution rate based on tests. conditions don't allow enough water for complete Hard owned' pink, salmon 6 parts water rinsing, use a neutralizing rinse following this procedure: and tan brick 1. First, rinse with clean water. Red brick • 6 -8 oars water Apply neutralizing rinse of 2 ounces ba <ing Sandstone. OI.io a parts water soda to 1 gallon water. teuestone and other very porous stone (f metallic . Saturate thoroughly and let neutralizing discoloraticns are present, solution stay cn the surface 3 to 5 minutes. refer to 'Metallic 4. Rinse with clear water. Discclorations" below) Structural unglazed tile 6 cans water Metallic Discolorations Structural and ceramic 10 -12 parts water Because of the metallic oxides contained in many glazed tile and glazed new colors of brick in use today, green and brown brick stains can form on the masonry surface. These Exposed aggregate 6 pars water stains occur when vanadium, manganese or other concrete oxides migrate to the surface of the brick_ Where Specialty prefaced 3 pars water significant levels of metallic oxides are present in concrete block and tile Page 2o! !ternx 13 SKG0 C- 10/31, O (CCcevrigrw PRCSCCO, Inc. 2500 the masonry, an improper dilution of 600 First Aid: Ingestion: If conscious. give large Detergent can contribute to staining. amounts of milk or water and call a physician, emergency room or poison control center If the brick shows metallic staining before cr after immediately. Do not induce vomiting. Eye Contact: testing, follow these additional steps: Firse eyes thoroughly for 15 minutes. Get immediate medical assistance. Skin Contact: If stains are light to moderate, test using 6C0 Remove contaminated clothing and rinse Detergent at a dilution rate of B parts water to 1 tnoroughly for 15 minutes. Get medical attention. part concentrate. After rinsing, let brick weather 10 Launder contaminated clothing before reuse. to 14 days. Minor stains will often disappear if Inhalation: Remove to fresh air. Give artificial allowed to weather. respiration if not breathing. Get immediate medical attention. If results are acceptable, clean using this dilution rate. When cleaning is doge, let the wall weather. Storage and Handling: Must be stored and Spot treat minor stains that have not weathered transported upright with lid tightly in place. Store with Sure Klean• stain removal products. away from other chemicals, heat and open flames in cool, dry place with adequate ventilation. Do net If severe stairs are apparent before original use pressure to empty or use as a dilution or testing or become a problem at any time during mixing vessel. Co not reuse cr remove the label. the testing, use Sure Klean° Vana Trol° instead of Use only well- maintained staging and scaffolding 600 Detergent. Vana Trot° is a cleaning that is equipped with steel cabie. This product will compound formutatec specifically to control attack nylon, cotton and hemp roping. Use metallic staining. Follow the procedures outlined in polypropylene ropes and safety lines. Dilution and the Vana Trot° product literature. application equipment should be of polypropylene or polyethylene construction. If spilled, fellow all SAFETY INFORMATION precautionary instructions. Keep from drains and soil. Contain, dilute with water, and neutralize with DANGER! POISON! baking scda cr lime. Dispose of contaminated CAUSES SEV RE BURNS absorbent, container and product in accordance MAY BE FATAL IF SWALLOWED with local, state and federal regulations. HARMFUL IF INHALED Do not alter, mix with cnlorine -type bleaches or FOR USE BY PROFESSIONALAPPUCATORS ONLY other chemicals, or dilute product or use for KEEP OUT OF REACH OF CHILDREN applications other than specified. Always protect Read Precautionary Measures Carefully passersby, building occupants, plantings and Precautionary Measures nonmasonry surfaces from product, vapors and Contains: Hydrochloric acid. Do not get in eyes, wind drift. on skin, or clothing. Avoid breathing fumes and Container Disposal: Hazardous when empty. contact with mucous membranes. Keep container Follow all precautionary instructions. Triple -rinse tightly closed when not dispensing product. with water and dispose of in a sanitary landfill Use only with adequate ventilation. Co not (check Iotal restrictions)_ breathe vapors cr mist. Ensure fresh air entry Shelf Life: Shelf life is 3 years from the date of during application. When applying to exteriors of manufacture in tightly sealed, unopened occupied buildings, make sure all windows, container. exterior intakes and air conditioning vents are covered and air handling equipment are shut WARRANTY down during application. Contact with metals in poorly ventilated areas can create potentially flammable or explosive hydrogen gas. If you The information and recommendations made are • notice irritating ocor or if air monitoring based on our own research and the research of demonstrates vapor /mist levels are above others, and are believed to be accurate. However, applicable limits, wear an appropriate, properly no guarantee of their accuracy is made because fitted, NIOSH- approved respirator during handling we cannot cover every possible application of our and application. Wear splash goggles or a face products, nor anticipate every variation • shield, protective clothing, gloves and shoes to encountered in masonry surfaces. job prevent splash to eyes and skin. Wash thoroughly after handling. Refer to the Product Data and MSDS fcr additional precautionary and application information. Page 3d Item J 1000 SKa JO- O3IA0 x�cy rA PRCSCCO. Inc. 200ra :c,): :it'ons and ,'ethecs used. Tne purchasers CUSTOMER CARE sra1 mace their own tes :s to determine the suitability of such procucts for a particular :u-dose. Factory personnel are available for product, environment and job- safety assistance with no PRCSCCO inc. warrants this product lc be free obligation. Call 8CC- 255 -4255 and ask fcr from defects. Where permitted by law, Customer Care — technical support. PROSOCO makes no other warranties with respect to this product, expressed or implied, Factory- trained representatives are established in including without limitation the implied principal cities throughout the continental United warranties of merchantability or fitness for States. Call Customer Care at 800- 255 -4255, cr particular purpose. The purchaser shall be visit our website at www.prosoco.com. for the resccnsible to make his own tests to determine name of the Sure Kiaan' reoresenla:ive in your :he suitability of this product for his ?ardc:.Jlar area. ;.J. PROSOCO's liability shalt be limited in all events to supplying sufficient product to re -treat • :he specific areas to which defective product has been applied. Acceptance and use of this product absolves PROSOCO from any other liability, from whatever source, including liability fcr Incidental, consequential or resultant damages whether due to breach of warranty, negligence or strict liability. This warranty may r.ot be modified cr extended by representatives of PRCSCCO, is distributors or deaers. 3741 Graenway Circle • Lawrence, KS 66046. 785465-42C0 • TELEAX: 795- 865-9797 Pag" a c/ .4 �• 'AI Snyder Road • S. Plainfield, NJ 07060. 908-754-4410 • TEIEFAX: 908-754-6613 Item a' 0020 AN , r 2177 Flints Drive • Tucker, GA 30063 • T70- 3339290 • L EFAX: 77C-621 -0T15 SK6000 —10/1K0 '{ ` kpCc pyr i PROSOCO. :nc. 2000 • MILNE MASONRY CONTRACTORS INC 14674 S.E. Sunnyside rd. no. 128 Clackamas, Or 97015 -6400 Phone (503) 658 -6444 Fax(503) 658 -6295 LETTER OF TRANSMITTAL CONTRACTOR INC PROJECT: DURHAM AUWPTP PHASE 4 EXPANSION DATE: CONTRACT # ATTN: MIKE EUBANKS REF: SUBMITTALS WE ARE SENDING YOU THE FOLLOWING ITEMS FOR YOUR APPROVAL: Item Description CONCRETE MASONRY UNIT ADMIXTURE Submittals 1 Specification/Paragraph # 04232, 04320 2.3 Samples Manufacturers Brand KRETE INDUSTRIES, KRETE BLOCK GARD Shop Drawings ASTM Specification # Other Item Description MORTAR ADMIXTURE WATERPROOFER Submittals 1 Specification/Paragraph # 04232, 04320 Samples Manufacturers Brand KRETE INDUSTRIES, KRETE GARD MORTAR MIX Shop Drawings ASTM Specification # Other Item Description REINFORCED MASONRY REBAR POSITIONERS Submittals 1 Specification/Paragraph # 04232 2.5 (B) Samples Manufacturers Brand LOCKRITE POSITION TIES Shop Drawings ASTM Specification # Other Item Description LEEDS DOCUMENTATION Submittals 1 Specification/Paragraph # 04322, 04320 Samples Manufacturers Brand Shop Drawings ASTM Specification # Other Item Description MASONRY VENEER TIE SPACING AND DOCUMENTATION Submittals 1 Specification/Paragraph # 04320 1.3 (C) Samples Manufacturers Brand DUR -O-WAL Shop Drawings 1 ASTM Specification # Other Item Description INSTALLER QUALIFICATIONS Submittals 1 Specification/Paragraph # 04232, 04230 Samples Manufacturers Brand Shop Drawings ASTM Specification # Other Item Description Submittals Specification/Paragraph # Samples Manufacturers Brand Shop Drawings ASTM Specification # Other Item Description Submittals Specification/Paragraph # Samples Manufacturers Brand Shop Drawings ASTM Specification # Other Item Description Submittals Specification/Paragraph # Samples Manufacturers Brand Shop Drawings ASTM Specification # Other Item Description Submittals Samples Manufacturers Brand Shop Drawings ASTM Specification # Other REMARKS: STATEMENT TEMPORARY ACCESSORIES WILL BE PROVIDED AS SPECIFIED 17y /l11 217120 CII :01 0o3co001 + - . :4,...,..m.. 11:4f :x13 ; 7 `' i y ��- kY�'Y 4 3� f Y3q :: Yxi + l li � �5'"� � � �l"t � +� -" tt � E -.+o gyro c f.,. K � , e• k J ... � h•.•v 4 A Polymeric Integral Water Repellent t INDUSTRIES, INC. An integral admixture designed for no -slump concrete products to impede water penetra- tion, reduce efflorescence on a long duration basis. Advantages Benefits ® Outlasts temporary Fatty Acid Type 0 Effective For Long Life Cycle Costing Treatments O Permanently Locks Into the Concrete 0 Doesn't Require Surface Treatments to Continue Effectiveness O Special Built -in Plasticizing Action 0 Helps Feed -thru in Machine cycling O Reduces Mold Parts Wear T. Helps Surface Appearance and Sharp Corners - Increases Green Strength O Helps Batch to Batch Uniformity O No Need for Other Admixes Directions: . Must be combined with aggregates of the proper f.m, (for the concrete product being produced). 1. Use 20 to 40 fl. oz. per 100 pounds of cementltious material. depending upon desired effect and mix design being used.. 2. Must not be used with other admixes. Must be added after all of the water has been added to the batch. 3. Mix for at least one (1) minute after addition of admix. Specifications: (Typical) Tested According To: Specific Gravity 1.029 ASTM C90 -85 Wt: per Gallon 8.60 lbs. ASTM C140 -75 Index of Refraction 1.4029 ASTM C67 -89 R.I. 41,7 ASTM C1072-86 pH (as supplied) 6.45 ASTM C55-85 Appearance Pale Orange Opaque Liquid Modified ASTM E -514 Solubility in Water Completely Miscible Modified Federal Odor Pleasent Specification TT -C -0555 CEN 3425 N. 1241h ST. o P.O. BOX 343 0 BUTLER, WI 53007 o FAX (414) 783 -6470 o TOLL FREE 800 -777 -9562 y, I' r �y )J PRODUC DATi } � } ))uufxt f i Y 4 +j P� M}1flr�`�JfhL. 'k l ftw k ' �: t ka ? r a� +E ➢✓s� `' r c � i � GAi---2.11 �1Y .�,. j lr e ' s iW . t � er+ S t `� �w 7.} � :9 L � i 'j Y �� 1 A POLYMER TYPE WATER REPELLENT FOR MORTAR INDUSTRIES, INC. An integral polymeric admix for mortar, to be used in the Krete Dri Gard System, for water - repellent masonry. Advantages Benefits O Built -in plasticizing additives 0 Helps mortar trowel more easily ® Helps type S mortar apply more like type N ® Polymeric base ,;y Provides long lasting water - repellent properties "Designed -in" compatibility with Krete Dri Gard masonry units O Helps assure proper bond with Krete Dri Gard masonry units ® Formulated especially for mortar 0 Helps maintain water retention ® Helps lower water absorption O Helps minimize efflorscence Directions: 1. Mix sand, one (1) bag of Portland cement and lime; or sand and two (2) bags of masonry cement type S with about one -half ( to two- thirds ( of the normal amount of water. Mix until uniform. 2. Add one (1) quart Krete Gard Mortar Mix and again mix until uniform. 3. Then, while mixing, add water to get proper troweling consistency. Specifications: (Typical) Specific gravity 1.030 Wt. per gallon 8.60 lbs. Index of refraction 1.400 R.I. 41.0 pH (as supplied) 6.8 Appearance Low viscosity Lt. purple liquid Solubility in water Miscible Odor Slight citrus 3425 N. 124th ST. • P.O. BOX 343 • BUTLER, WI 53007 • FAX (414) 783 -6470 u TOLL FREE 800 - 777 -9562 SHE ViY osrAiNtt c:: 0 'tow t 'h 5 • i ir . .w Se$ to! , Atli , te I ?II 'OS i ''',' 1 , f 4 TiEs 1 1 1 crogo" _,,, „dip-- ,.,._.. otott 'vw , s., , -, P THE LOCK -RITE POSITION TIES FOR REINFORCED HOLLOW MASONRY The uniform Building Code requires that all reinforcing for hollow masonry shall be in place prior to grouting and that vertical reinforcing bars shall be held in position at the top, bottom and at intervals not farther apart than 192 diameters. (See U.B.C. 1979 Sec. 2415.a,10.) The Lock -Rite Tie is used to center that very critical vertical reinforcement. This gives the structural engineer the confidence that the vertical steel will be where he has designed it to be. The position ties are inexpensive and easily installed. Used as directed, the ties will be an asset to masons and field inspectors. Also available are specially designed horizontal bond beam positioners, which when combined with the vertical tie, will complete the rebar grid for that quality reinforced hollow masonry project. LOCK -RITE RAKER COR.P 5901 W MARGINAL WAY SW SEATTLE, WA 98106 . (206) 767 -4551 Luck Rite Rakes Co (206) 768 -6059 t'AX • 10 23-01; 8:38AM;MASONS SUPPLY CO. ;50323458806 tt 3/ 4 1 ' . .1 i 1 A . f n D 1 i ," } ---r 7 --„,-. B C �B 1 ` , 9 �� / Tv P!C:VL TIC j --_ 1 E F :; MODEL DIMENSIONS NO - - A B C D E F 6 - - 4 f 's 4" 7/16 1 5/8 2" 3 2' -- .8 -�4 ,' 5 6` 7 / 16 1 5/8 3 „ 3 � 2 . 12 -=4 , ° 5 10 7 /16" ` 1 5/84. 5" 3 /16 2 ' 6_-�6 f '8 4r 5 2 2 � 3fi6 2 ,, • 8 - 6,�`8 6- 5 / -23/8 3„ 3/16 2p. 12- 6 , *8 10 5 / 8 2 3/g 5 3 2 " `MOTE: First number nt model indicates thickness of masonry unit. Second number indicates diameter of rebar ( =4, s5. Ctc ) C: r - -- - .L) LOCK -RITE RAKER CO 5901 W. Marginal Way S W Seattle. Wash +ngtcn 9810E 767-4551 d/24/2005 10:08 5032859179 BASALITE PORTLAND PAGE 0!/02 P,u6 24 05 10:29a MILNE MASONRY INC 5036586295 p -1 ruu 1 :er CI QQ� p 58 5396 P.92/82 . ED Material Buyout Form -� eat...AY IVprtlnvest /) , l ^ t l � __ subcontractor. Spsal,tE Cs,.ppi R- scopes: CC.JC:e): ' MACo ;- NN c / � Q/f Item 8e�oiptfon 1laha®_ . .. � O • What is the total whet ruction value for ail :copes Total Construction Cast of work provided (Inc/wiling all IaCar, materials. &S equipment) . materials Cost Of the total comb cost what Is the Loral ; value of 31I materials provided (Materials Only). From the Material value !istsd above, please provide the following oreakCOwns detailing ary COmponenS whlcr fall Into one or mere 3( the listed categories • D 9 v a la ..... a c O • e _ oN Building Component: $ E ^ fi ^ e u « u List eacr Indlvlduaf building 3 . I s . r e • Component: Example for wail t! ; . $ i t system: Separately Jilt GWB, studs, c a 3 1 i o e is vapor barrier, Insulation, etc. as _ _ e n c = 4 cc applicable. 0 o a ............ _ I 1- • I - Itlentify the $ value or each spectz, ,.. —..— — - - - -• I i — _.. — — i --, buildingCOmpaient. - -- • ----- —.— - - - - -._: r.__.... �. I 2 s Identify the percentage of cost- i coenumer recycled content contained In r ` -._ -. each spathe building component. °! _ -- - -- T • —�— — —'1 _ ..� 1 ..�� I a = Identify tha poK9ntaue of post ._._.__ _.._.. __ - - -- I - ; ndustrial retYded content In each I . -- - - - ; -- i- -. tic DWid�n ©m cpatr 9 ponent , i __ ____ _.._.. ____:___ _ . J . _.._ . . `.... R 4 Gfy ideh the $ value dr each sceciac l - I _ _•{- _..._ _ ' buttering component that is - -,_ _ .� ._ _.._._ .a I . - _ 1 ..,.. -7 mativbehtfed mom 500 mires of the . — T ___.- ,_.. . ,... _ . 1 �; S . !denary the $ value of each specifics i__. .. _l : tuadrtio camcionent that is harvested : __--- . - - ... --- - - -- - 50D mites or the project site. 1 AL 0 - ).wr 64 r ,....)f 1)9c.,' ■ t co e A ,d4-i C - /141 r/* M 4' c70 TDT;-L P.72 • i/2005 07:25 503285 9179 BASAL ITE PORTLAND PAGE 02/02 zy. .,: BASALITE i.t7 aa1 DQO Leed's Information on Basalite CAAU 1) CMU product is manufacuted within a 500 mile radius of project. Job Site Miles site WWTP 1740 NE Lombard Place Durham 21 Portland. OR 97211 -1656 Durham, Oregon 2) Raw materials extracted within a 500 mile radius of project. Material Extac ion Miles to Job site Sand Dupont, WA 126.6 Gravel Dupont, WA 126.6 Pumice Chemult, OR 208 Cement Richmond . B.C. 308.7 :,FLU lS la: k - -..C... o_G p_,:io r- r1c 'Uc -- LEED Material Buyout Form ahtwarks Northwest n Subcontractor: L .-r: a i y , A) , Scopes: M A O t3: C.V R O vl 1 item : • • .: Description • .. Value $ .. . .. What Is the total construction value for all scopes Total Construction Cost of work provided (Including all labor, materials, &$ equipment) Of the total construction cost, what is the total Materials Cost value of all materials provided (Materials Only). $ From the Material value listed above, please provide the following breakdowns detailing any components which fall Into one or more of the listed categories 0 e t u ® O r .. 0 v o c u 4 aw zV In Building Component: 3 too H 3 List each Individual building 3 ki$ a e ,_ 0 component: Example for wall ai -- 15 ` e y sy Separately list GWB, studs, = d w '. o m o vapor barrier, Insulation, etc. as ra t • a v, e A a. applicable. m = 3 __..._. 8 ... g .. _ - ._.._. I � , 1 ...._. I I 1 = Identify the ;value of each specific: • c } c� 1 S •r_ co/ _ - - - 7 building component. I 2 = Identify the percentage of post - °- ' "" ""_ .._.. -` - i -` consumer recycled content contained in .-._ -;-- -- - -�- each specific building component. • • 1 • ; 1 ? 3 = Identify the percentage of post I i industrial recycled content in each - - - — = - - - -- -- specific building component. I - I i ! 4 = identify the $ value of each specific building component that is �___.__.._.._ _1 -- manufactured within 500 miles of the - - - - - -- -- — _.._..._.._..... _. _ ..._.__.,...... _ project site. - -.._ - - - - - -- -- -_ .. .. .. ._.___..._. .__._...L_-- - ---- -- -- ------ ._;_._.___..-------- -- - - -. i ; 5 = Identify the $ value of each specific; 1 - - - - " —� - •-• -" ` I building component that is harvested ------ ..__.. _ ......-.--- ..__...._..___... — • -- - -- - within 500 miles of the project site - - -- - -- - - - -- - - - - - -- .. - - - ---- - - - --i- - - - -- - - _ `i _. . -- -- i - i • ?El P.02 • I I 1 Iii : M I •Ift \'' ......' 2j . 4 • .: . . . .. . . .4 co ii • 11 0 1 . :1 ..., .• .. 1- il g il iliii 1- •... 1 1 . (1* r -.....,.-. ; ::.- ; . 17 , - •kz,: I a- ? ,.„ .,...... ig 4 I tsie ill ri 1 li 8 11 11 4 1 R M 1 Ilgi ti R 1 — 1 4 p' a ki Y . lib g i 4 r, : '11 1 1 :II s A 8 1 1 i 11 ; g 1 :iie.j4 •,..,;,....., Is 5; i 1 ). I li 1 , 4 i 1 g J,14zi i il -f4,..,,t!i•-‘ ,-,.. ••• § , ....-4.4.:, f_lt i *P2 11 4... ..... .1 ./ . F ) ! . , • ,- . , , , :,4. .1.:4.."am. ..:.-- id • . : ' • • — -- ''f::4-ij:i. .• . 'i -,..,•,.1. / I 614111111"611151111 r".7"'.7'..7.7....n....- II s ** * \ '. \ • \ . * * * _ * V' * * : \ . : k \ '‘ s s".".'1 M..\*4. '' 11%.'. • 7 4 t ' % 17..17 V ) C)I '.41 ,-: ). 4. 01 , , ,i - i!:: • . — • ni 4 0 .__... _ ......._ —..- - - ....-- _...__. II .\\ PI / 0 Z _ ------ 7 - • I :;:z: :r1 I' I : I r CC"." • 7 r NI I C) I — --- •. •• Oatfial 444/111 . I fi ff C.Ii k i ! I i '‘,1;.ii•!. • -.P• - al r ■ . , .;_.. -.4..-.....„. .. .. z,-- a 4 Ir 1.5 II 4 i • • fr 4 AI gli - ..._ - 4 ii . a .. .,.. ■••••• , .. - , .. • •• ' .1 0 — '\ . : 0 . ?: 4 I :4:j C • -4 ..... '1 1 —9 ! •s›i — t; 1-', t. ' 16" 12 16," iu.' r I ir:," - u i, - 1 :; Y.: 14.;' ...i,?.....-._, '! c.-;' . A . 1 •-t ' r-• „.......,• ‘1 v- _... ,--) --■ .. 4 . itA __.•,- • :.. ( " .. C-: .• 1 I. 't i 2- f.r.Al_.• , i.c. - 4■1c,- '1' is i 0 (:A71, /.■ FIL' — , .. C' - 7 -- ,...:s L.e...( (.' '• ' 17— A A ILI cl 1 i "'! 1 /- ,,,- 4 x ;:..0. ,, ) ■:.,/ B Y D A Y T O N S U P E R I O R FACSIMILE TRANSMITTAL March 12, 2007 Mr. Bill Smith Milane Masonry, Inc. 14489 SE Highway 212 Clackamas, OR 97015 FAX: (503) 658 -6295 Ref: 1530575 - Durham Facility Phase 4 Expansion, Influent Pump Station - Tigard, OR Mr. Smith: This is to advise that when properly installed against a concrete backing, our two piece heavy -duty Adjustable Masonry Veneer Ancnor System, consisting of our 12 gauge DA213S Veneer Anchor Plate and 11 gauge DA213S Seismic Pintle will meet or exceed the following specified project requirements: 1) Minimum tension/compression - 175 pounds per anchor 2) Minimum axial stiffness - 2.000 pounds per inch 3) Maximum axial deflection - 0.09" . (1 1 /." maximum eccentricity between plate and pintle) 4) Maximum axial mechanical play - 0.05 inch 5) Minimum lateral mechanical play - 0.25 inch. The above is based on a maximum anchor spacing of 16" centers vertically and 24" centers horizontally (maximum of 2.67 square feet per anchor). Provide additional anchors around openings larger than 16" in either direction at a maximum anchor spacing of 3 feet on centers and within 12" of the opening. Reinforce veneer by installing a 9 ga, wire between the "lugs" of each pintle. If you have any question, our Masonry Product Specialist for your area. Mr. Mark Erickson would be pleased to be of assistance to you. Mark may be contacted by phone at (801) 330 -8401. Of course, you may also contact us at the numbers listed below. Your contacting Dur -O -WaI is greatly appreciated by all of us at Dayton Superior and we would like to take this -'•o • " to say thank yo Sin = e : , ..f ...". Technic.- • • -cialist - Pr Management Technic.- Dur-O-Wai by Dayton Superior Corporation 7777 Washington Village Drive Suite 130 Dayton, OH 45459 Toll free phone: 877 -632- 9866 x216 Local phone: 937-604-0911 x216 www.davtonsutDerior. cam www.dur -o- wal.com www. durowal.com __ -- .... , - racc.-TPi Th:CT !©9Z /71JE0 j i-. ;fir ■ � .. ... . � . .... �- - - • 1 7116' �pansio An chor Capacity DIAL Load UoeTato � , ,_ ANCHORS _ 1 L Cf--t• 34430th. / 01A 213 • VENEER ANCHOR ASSEMBLi 1paitred) Hdlo>h Block 13110 cu. O/A 5213 - RETRO AT YEHEEA ANCHOR ASSEMBLY crick 2000 Ib. • An or brick or block veneer to steel studs or existing Mortar Mortar Joint int Steel 2800 1300 b . cM s Jc ion'Hith or without board type insulation present Tip in cavi" /. 09-16 Caat� Shtet Metal Screw D/R 3U7 Steel Stud Tbit�ess Ultimate Load PltilouiPusitt0at from Be Tai 368 1) PiaUe Type Uitiaate Lead 20 18 Gags Sal . 100 tas 16 Gage 7641b. Rate 1160 �. #2 SPF 2 :4 woos Stxew D/A sos tiV L "out continuous re inforcement 1S g01Cs Ultimate Te>si� w1n =rmr ools rtitriort output Embed. tra Assembly Ca�aeity (!hs) 1/2' 223 lbs. 3/4' 312 tbs. 213 Yenear Anchor 1• 555 lbs. average Oelleciloo Sadness 1 _ t /4 . 678 lbs. Tex iotlon Ultimata L.md 0 1011 lbs. lbsie. 412 -14 300 Series Stainless Stott Sheet Metal Screw D/A 395 C rC>m myh ;a 9f D / pi. Steel Stud Thickness Ultimate toad W ;y -Tera _marrssfC ___ 20 Gage 315 lb. 1250 bs 0.013 4120 MO 18 Gage ~" t. c.E.at 3ed tbs. u.dza 472 2t• 2/4* E. �,:ntnty 36n tbs. 4017 2110 16 Gage 787 1.114' c =rs7icifi hate One expansion anchor recommended for use with D/A 5taedard Assaa101T' Qe p 4 leis 12 tale vim ttz. i x ne a an shear metal screws endedr for for use CaraorhTensionrCo with . T 213. 720 lbs. 0.015 6666 6• Epee try 240 Ibs. 1037 2700 3I6 Scie 1.1 ;.:,en =ri 58 8 1 -t;s• ccxmrtc 180 its. 0.170 Slainiard AstamktlY I f 3 -1 ;2" CaDa<+tf io 2175 G" F rrc.ty 540 lb s. G.046 1075 r — - - i w ten tr 2.00 Ox 0194 55 I i _ 4/10, 1iq w rrt r itity 1201 1 1 nun a waives re use ci 11 Q pinta wren deco etzentncty e=eds t • I \ \ / - - — q ' 'fist. 8 & 7 5'8' , i Plate Pir 9 Shown of Vera Pinta Similar to 0t1R -O-EYE /`3iF i / y Vii• �{a / '� '. � ' i � i s ky rt ��,�.. � r it � is '� 2r� �}S�r � r y r - tr �ti ♦ '' 1" fi:,;fi p , / O;A 21S �.. r WA 2133 Seismic D I - DIA 213-0 _ Y ±v„ .. l'Liri% -ic .1� '��- `` �N l _ Emboss 0.040 Alin 7yp6c N n� 5 .f. ~ '? J 'M �S"i �'r k,,h yT •. f /. i- Uutio.w'.' • ra'SSa;"•; 1 '.' 3 � f0 c4 ads k't r * ;:'''P i Y,.. �1 �.. r f p ,W F a r ' ✓rig "„ 4s 1 Hon t r � • • } , J ,. , `' . -` 0 - A - / �nii�r K x r it z i � I F J �, 7 r � :° � 1 M4 ' k b sr�, d of r e 'j� t '�� if ti ` - ��' ' s '� �R- t - r ry r r / 'A'• DIM. • .4• t ,C,g0+ +� , V f ` v k i .t i . rr 11-1/2 p� / OM 1. a 4 Y P y r ,1 j 4 , < s / t 1-1/4' i - : " S i ,5i \'' �,` 4f. i 0 r s t z ; r GA 213-0.5 ti ,my� r 1 y 4 x J r r rn., GA213 -1 '.` �` � ..., � ,,• '''''v1 -•' T. 5 1.h '.�rnrti�7.1 - fi A L . k r ° Rv.� a \ p1A213 -1.5 2 -114• `♦ • ,. :.1� v, _ .. C/A 213-2 2-3/+' DIA 213 ' ;OI Products Assoe3attoa his developed a sailor* desk - - Dee. Kota: wham Stee 1• .213 -05 i s r se ter veneer •ess zn rry t based on are not used. See Rettsena 5. M 1• -2134 ris :axe, wafting St CSS S7fe1Y 1 -112 - 213 - - 141 S`tc r 9,ka - �- ' h rk 4 r ; r t ■ i s !' )y x, y_.. tij _ a' .,,' tV 'Y R � '. it tt : ! - �Vl .,f�+ � �t 31� r? 'i f � a� t i 1 1 MA SON1Y, INCO Jyy i OR CCB# 120098 WASH.# MILNEMIO32J5 September 27, 2005 Louise Loomis Contractors Incorporated PO Box 637 Tualatin, OR 97062 Dear Louise, Milne Masonry, Inc. was incorporated in 1997. We are a union company focused on commercial masonry projects. We have experienced foremen; a well - trained crew and we are a certified Training Agent for the State Of Oregon. We are ESB certified by the State of Oregon, number3525. My personal experience started in 1970 when I applied for a bricklayer apprenticeship following graduation from college. I served my apprenticeship with Ken Parker Mason Contractor and eventually worked up to vice president with responsibility for estimating and project management. In 1987 I moved to L.C. Pardue, Inc. as the project manager for the Sheridan Federal Prison project. Following completion of that project I became vice president of L.C. Pardue, Inc. with responsibilities as general superintendent with responsibilities for overseeing project managers, construction crews, the masonry panel plant and continuing to do some estimating when necessary. Other projects I supervised while with L.C. Pardue include Skyview High School, Century High School, Parkrose High School, Westview High School, Robert Duncan Plaza, the Oregon Arena and several buildings at OHSU. Milne Masonry, Inc. has gradually increased the size of projects we will bid and install. We are currently contracted for the Hillsboro Aquatic Center, Wentworth Plaza in downtown Portland. We have recently completed the Mountain View Christian Church in Gresham, which and the Battleground Police Station. Other WWTP completed by Milne Masonry, Inc. include; Miller Road WWTP, St. Helens; River Road WWTP, Hillsboro; Yamhill WWTF; City of Gresham WWTP; Hood River WWTF; Twin Rocks Phases One and Two, Rockaway; LaCenter Water Treatment Plant and several pump stations for the City of Portland. Thank you for the opportunity to participate on this project. Sincerely, Mi a asonry, Inc. George T. Milne President 14674 SE Sunnyside Rd. #128, Clackamas, OR 97015 -6400 Phone: (503) 658 -6444 FAX: (503) 658 -6295 JOB NAME: DURHAM FACILITY PHASE & EXPANSION (] f CITY OF TIGARD JOB ADDRESS: 16580 SW 85 TH AVENUE, TIGARD, OR BUILDING DEPARTMENT DATE: July 24, 2007 13125 SW HALL BLVD. TIGARD, OR 97223 SHEET 1 OF 4 Tigard Building Permit BUP2005 -00087 MCE Project # 050230 STRUCTURAL PLAN REVIEW #9 Deferred Submittal #46 Only Correction Item Page No. Comments Made No. Completed 1 Drawing 000 -GA -001 Minimum design snow load for State of Oregon is 25 P.S.F. Submit 5 -6 -05 revised calculations as required. Completed 2 Drawing 000 -GA -002 Provide calculations and details for connections of materials noted. 1 -17 -07 Details 1, 2, 3, 7, 9, Revision 11 and 12 Revisions: 1, 2, 9 Completed 2 -12 -07 Completed 3 Drawing 000 -GA -003 Provide calculations and details for connections of materials noted. 1 -17 -07 Details 1, 4, 5, 5A, Material provided is inconsistent and does not meet minimum code 6,7,9,12,13,14, and wind load requirements. Submit calculations and details for louvers. Revision 15 NOTE: Skylights and wall panels completed 5/15/06. Completed NOTE: Louvers completed 9/25/06. 2 -12 -07 Revisions: 6, 9, 12, 15 Completed 4 Drawing 000 -GA -004 Provide calculations and details for connections of materials noted for 1 -17 -07 Details 1, 2, 3, 4, 5, louvers. 6, 9, 10, 12 and 13 NOTE: Skylight and wall panels completed 5/15/06. Completed 5 Drawing 000 -GA -005 Provide calculations and details for connections of materials noted. 1 -17 -07 Details 4, 6, 7A, 7B, NOTE: Skylight and wall panels completed 5/15/06. 8, 9, 10, 11, 12, and 13 Completed 6 Drawing 000 -GA -006 Provide calculations and details for connections of materials noted. 1 -17 -07 Details 1, 2, 4, 6, 7, Revision 8, 9, 10 and 11 Revisions: 1, 2, 10 Completed 2 -12 -07 Completed 7 Drawing 000 -GA -008 Provide calculations and details for connections of materials noted. 1 -17 -07 Details 1, 2, 3, 4, 5, 6, 7 and 8 Completed 8 Drawing 100 -A -007 Provide calculations and details including snow load and wind uplift for 5/15/06 removable translucent skylights. Deferred 9 Drawing 100 -A -016 Provide calculations and details for connections of veneer for seismic submittal Section 2 and wind loading. 5 -6 -05 Deferred 10 Drawing 100 -A -016 Provide calculations and details for siding and furring for wind loading. submittal Section 3 5 -6 -05 Deferred 11 Drawing 100 -A -019 Provide calculations and details for connections of metal panel wall submittal Section 14 system over sheathing over metal furring for wind loading. 5 -6 -05 JOB NAME: DURHAM FACILITY PHASE & EXPANSION CITY OF TIGARD JOB ADDRESS: 16580 SW 85 AVENUE, TIGARD, OR BUILDING DEPARTMENT DATE: July 24, 2007 13125 SW HALL BLVD. TIGARD, OR 97223 SHEET 2 OF 4 Tigard Building Permit BUP2005 -00087 MCE Project # 050230 STRUCTURAL PLAN REVIEW #9 Deferred Submittal #46 Only Correction Item Page No. Comments Made No. Completed 12 Drawing 100 -A -019 Provide calculations and details for connections of pre -cast concrete 11/15/05 Section 14 wainscot panels for seismic and wind loading. Revision Completed 2 -12 -07 Completed 13 Drawing 000 -GS -001 Under masonry f'm =1900 PSI in structural calculations page 4 of 6 5 -6 -05 General Structural f'm =1500 PSI. Clarify. Notes Completed 14 Drawing 000 -GS -001 Under design criteria, wind loads base wind speed (3 SEC -MPH) is 5 -6 -05 General Structural 85.0. State of Oregon has 100 as minimum. Revise calculations and Notes and Structural details. Calculations page 2 of 6 Completed 15 Drawing 000 -GS -011 Submit calculation and details for embedded plate type per beam size. 5 -6 -05 Detail S -560 Completed 16 Drawing 000 -GS -011 Submit calculations and details for beam sizes not noted on 5 -6 -05 Detail S -563 schedule. Completed 17 Drawing 100 -S -027 Submit calculations and details for methods used to transfer lateral 5 -6 -05 loads from the roofs to walls. Completed 18 Drawing 100 -S -027 Submit calculations, wind and seismic, for concrete block wall 5 -6 -05 between grids A and B and grids 2, plus and 5. Completed 19 Drawing 100 -S -027 Submit calculations for roof members, beams and slabs, with snow 5 - 6 - 05 load including drifting. Completed 20 Drawing 100 -S -027 Submit calculations and details for roof slab, with openings and 5 - - 05 concrete block wall, between grids 2 plus and 5 and grids A and B. Completed 21 Drawings 100 -S -027, Submit calculations and details for dormer roofs including truss 7/26/05 100 -S -102 and bracing, column size, connections, girts and studs. 100 -S -103 Deferred 22 Drawings 100 -S -104 Submit calculations and details for segmental retaining walls. submittal and 100 -S -105 5 -6 -05 Completed 23 Drawing 110 -S -002 Submit calculations and details for top slab reinforcing steel. 5 -6 -05 Completed 24 Drawing 120 -S -001 Submit calculations and details for wall and slab reinforcing steel for 5 -6 -05 the same loads as noted on MV -4. JOB NAME: DURHAM FACILITY PHASE & EXPANSION CITY OF TIGARD JOB ADDRESS: 16580 SW 85 AVENUE, TIGARD, OR BUILDING DEPARTMENT DATE: July 24, 2007 13125 SW HALL BLVD. TIGARD, OR 97223 SHEET 3 OF 4 Tigard Building Permit BUP2005 -00087 MCE Project # 050230 STRUCTURAL PLAN REVIEW #9 Deferred Submittal #46 Only Correction Item Page No. Comments Made No. Completed 25 Drawing 120 -S -001 Top plan 2: Detail S -516 noted. Clarify use for connection. 7/26/05 Completed 26 Drawing 140 -S -001 Submit calculations and details for wall and slab reinforcing steel for 5 - - 05 the same loads as noted on M1 -5. Completed 27 Structural Snow: Ground snow load in Oregon is minimum 25 PSF. Clarify. 5 - - 05 calculations, Page 1 of 6 Completed 28 Structural Seismic: Seismic Q.A. plan is required for this project, per Section 7/26/05 calculations, Page 1 1705 and 1707. of 6 Completed 29 Structural Wind: Base wind speed -3 second for state of Oregon is 100 MPH. 5 - - 05 calculations, Page 2 of 6 Completed 30 Structural Masonry: Special Inspection: Level 2 is required for Essential 5 -6 -05 calculations, Page 4 Facilities. Section 1704.5.3. of 6 Completed 31 Structural Special Inspection is required for structural steel construction, wall 5 - - 05 calculations, Page 5 panels and mechanical and electrical components. of 6 Completed 32 Structural Masonry: f'm = 1900 is in conflict with calculations. Clarify. 5 - 6 - 05 calculations, Page 3 of 5 Completed 33 Structural Basic wind speed (3 sec. gust) = 85 MPH. State of Oregon is 100 5 -6 -05 calculations, Page A8 MPH. Completed 34 Structural Snow roof load in several flat areas to be ground snow load plus drift 5 -6 -05 calculations, Page load. Revise and re- submit loading, materials and connections. A10 Completed 35 Structural Snow drifting values not included in calculations. Revise and re- 5-6-05 calculations, Pages submit. B2, B3, B4, B5 and B7 Completed 36 Structural Shear walls #10 in calculations for R add back d, is short. Clarify. 5 -6 -05 calculations, Page B27 Completed 37 Structural Reinforcing steel noted in calculations not the same as noted on 5 -6 -05 calculations, Pages drawings. Clarify. B4 -4, B4 -5, B6 -7, B6- 8, B7 -2 and P13 JOB NAME: DURHAM FACILITY PHASE & EXPANSION CITY OF TIGARD JOB ADDRESS: 16580 SW 85 AVENUE, TIGARD, OR BUILDING DEPARTMENT DATE: July 24, 2007 13125 SW HALL BLVD. TIGARD, OR 97223 SHEET 4 OF 4 Tigard Building Permit BUP2005 -00087 MCE Project # 050230 STRUCTURAL PLAN REVIEW #9 Deferred Submittal #46 Only Correction Item Page No. Comments Made No. Completed 38 Structural Is negative reinforcing steel required over supports? Clarify. 5 -6 -05 calculations, Page B5 -5 Completed 39 Structural Diagram notes 11.5 ft. for middle span. Drawing note 14.5 ft. Clarify. 5 -6 -05 calculations, Page B6 -10 Completed 40 Structural Diagram loads noted not the same as program output for same 5 -6 -05 calculations, Pages member. Clarify. K3, L3 and L14 Completed 41 Appendix A: Define periodic for the different inspections. 7/26/05 Schedule of Special Inspections Completed 42 Appendix A: Submit calculations and details for mechanical and electrical 7/26/05 Schedule of Special components for seismic bracing and connections. Inspections Completed 43 Appendix A: Submit calculations and details for miscellaneous items for seismic 7/26/05 Schedule of Special bracing and connections. Inspections 44 General Special Inspection per Appendix A. 45 General Structural observation for masonry per Sections 1705.2 and 1709. Deferred 46 General Submit one set of miscellaneous steel shop drawings, which have Submittal been reviewed and initialed by the project engineer, to be filed with the Steel 7 City of Tigard before placement. Note: Roof and floor metal decking Y 9 p 9 Decking completed 7/24/07. 47 General Submit one set of reinforcing steel shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 48 General Submit one set of steel truss shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 49 General Approved resolution of the above items shall be incorporated into submittal plans before a permit will be issued. Submit four (4) sets of revised plans to the City of Tigard building department. � 9 y i ,/ , ` y 1 0. '�, ':J ''` ..-ft,,,,„ 0 S ( d RA WING REVIEW MWH :)> MWH Americas . �- Review Date 6/14/2007 Submittal No. 055. A • From Engineer: Cheuk Lee To Contractor: Contractors, Inc. Company: MWH Americas, Inc. P.O. Box 637 16580 SW 85th Avenue Tualatin, Oregon 97062 - Tigard, OR 97224 Attn: Michael Eubanks Project Owner: Clean Water Services Project Nameburham Facility Phase 4 Expansion Contractor's Submittal No. 055. A Project No.:4969 Item of Equipment or Material Metal Deck Specification Section 05300 Subject submittal has been reviewed and review action is as shown below: Item No. SUBJECT OF SHOP DRAWING OR DATA REVIEW ACTION NO. COPIES NO. COPIES RECEIVED RETURNED 1 D1 & D2 Metal Deck Shop Drawings NO EXCEPTIONS TAKEN 8 6 • 2 Floor Deck Data NO EXCEPTIONS TAKEN 8 6 , • 3 Roof Deck Data NO EXCEPTIONS TAKEN 8 6 Remarks See Attached Sheet ❑ or indicate here: None j Corrections or comments made relative to submittals during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all qualities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of other trades, and performing his work in a safe and satisfactory manner. Cheuk Lee Engineer's Signature • M.7i i '( x -S Ct1h-T tc�G= ��'�•�T \V"�- �/� //\ NO I7CC11'1'IOtdS'i':1KFiN AMEND &RIiSU3MCl' Ci ty of Tigard MAKE CORR N011 r)) RFJECIIJ}RF SI IBM rr _ Al. V = • Plans 07 REVIEWED BY:( I DATE: / '1 07 By4� hV ' Date Z6 V7 RIiCO:1S4iNH i(( �1 ��' DATE: U _ Iy (i1 l Y I( 0. 11 v r CORRECI at COMMENTS MADE ON CONI "KAC "rOI? ;?IIOP CP.1:�!'iNGS t o ` � 706 S - cO MlNG TICS REVIEW IX)ES NOT R17.lEVE T) CONTRACTOR FF;OM CX%MPLIANCE WT111 CONTRACT DRAWINGS AND S ll1IS S1 ?OP DRAWING HAS HEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COM ?IJANCI? WTnI IIIE CONTRACT OFFICE OPY DOCUMENTS ONLY. CON''TRACTOR IS RESPONSIBLE FOR CONFORMING e AND CORRELATING ALL QUAN TIES AND DIP ENSIONS; I'.1BRICADON PRDCESSF ?S AND TECHNIQUT ?i; COORDINATING WORK WITIF OTIH:R TRADES; AND SATISFACTORY AND SAFE PERFOPMANC;. OF 'Mil WC".K_ File: 10.7.1 - 05300 -055 CM 305 (Revised 7/28/05) Contractor ®s Sur: ittal ,171 I 0 .� O , ��=2,4. MONTGOMERY WATSON HARZA Transmittal For For all contractor submittals, including shop Date: 9/27/2005 Transmittal No. 055 drawings, samples calculation, data, or other To: MWH From: CONTRACTORS, INC. Attention: Leslie Laramoore Attention: Louise Loomis Project Name DURHAM AWWTP PHASE 4 EXPANSION This is: Check one X an original submittal Owner CLEAN W - a 2nd submittal '�' _ _ (11t_�` a submittal Subject of Submittal Equipment Designation: Specification Section(s): 8 ea. D1 & D2 Deck Drawings Section 05300 8 ea. Floor Deck Data 8 ea. Roof Deck Data 1 CD Reproducible Dwgs. & Product Data Comparison Information Tests • Complete either (a) or (b), following: X (a) We have verified that the materials or equipment contained in this submittal meets all the requirements specified or shown (no exceptions) (b) We have verified that the material or equipment contained in this submittal meets all the requirements specified or shown, except for the following deviations (List Deviations): • Contractor's Authorized Representative CM 306 (Revised 9/16/02) DURHAM A W WT]F FAc :L J1 Y PHASE ° . dXPANS ON TRANSMITTAL SHEET T FROM: G.T.E. METAL ERECTORS, INC DATE: 9 -23 -05 TO :: CONTRACTORS, INC. ADDRESS: IICHAF.T EUBANKS FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER: PHONE NUMBER: SENDER'S REFERENCE NUMBER: JOB # 1330 TRANSMITTAL NUMBER 003 YOUR REFERENCE NUMBER: ❑ URGENT x 05300 METAL DECK COMMENT: 8 COPIES D1 & D2 DECK DRAWINGS 8 COPIES FLOOR DECK DATA 8 COPIES ROOF DECK DATA 1 COPY CD REPRODUCIBLE DRAWINGS & PRODUCT DATA G.T.E. METAL ERECTORS, INC. P.O. BOX 877 CANBY OR 97013 503- 266 -6433 PHONE 503- 266 -5751 FAX i Tote ice, ' SI_. -'-"^ /.I 4 ‘ y, j� -- '\•!4 •C •mt 1 1....`x '«- lets;, �.,4 Y I f C .3'c - t > �,...+ L EI..i (a1� r^ rZ ' ' r 3 ,, ;, ,-- a T -- r a f . n i 1, q -` -t ` 'c' ,, . ' approva0 dab the architect „ ea F I � ' --,d p ..�._ ."_.7 -;-- 4,i' 4 "-. r. - and E ngineer. • - - ..., .ig'...' ...,:4-, ;6l f 4 , 1 y r >i rr Appro a4 tMs� saa�v�ou4� � '� �.� - I . Q� Vim, / ✓ ' � --- ,�` <<(e c G16tEC 4 Arid ®sSUa�4� Brt . y ;� :_ — �, �:• �� ' '* Q • s not - Deviate y011 from Me re �� .= .i Fs.'�+ SpOnSIDlBBe. -S your G46Or ae"Z�w4o Q1- �� or omrr is ions. t .,,vm.:Er ,,,,. , , .. .. - - . i , . I l k; fir- � .. Ta�� � r..�. r . _�..� fi • yy ��- •� -.tea.. k1 � c ,� a r c.^..•. - L g ti1 _t : : F b h. .. k r:-.. S T tirx f f,, ' • I. fl jci;r iYi i ( I ( -a. 1 i�)tot I)i ':.j - ■ . I ! f t AS C STEEL DECK St7l'tctttrn' Sol u.t i ots in Metal ,1 Preformed Metal Floor Deck K ASC I . STEEL DECK -36 Section Properties B-36 C®` ®s� .e 1�1 _D®r Deck B-36 weight 1 3+ s- i'j: (psf) (1n4) (1n3) (11n3) 22 1.68 0.178 0.180 0.195 A `, 2 3/8 35/8' 70 2.04 0.220 0.235 0.246 ° ° �� ° a I 18 2.70 0.302 0.321 0.336 Lo 4 . o 0 16 3.36 0.379 0.407 0.415 1 , 2: a 0 0 • O .. 1 1 , - 1. Section Properties are based on minimum 38 ksi steel (Fy) 1 3/° 36' Allowable Reactions (pl>) 0 4 welds 0 7 welds Gauge Bearing Length til 1" 1 1/2" 2" 2 1/2" 3" 31/2" r 22 416 468 520 572 625 677 729 • 1007 1103 1213 1363 1513 1663 1813 • 20 700 776 853 929 1005 1082 1158 1495 1617 1739 1897 2088 2280 2472 1 18 1443 1568 1693 1818 1943 2068 2193 2734 2909 3084 3258 3436 3710 3985 N 16 2434 2608 2782 2957 3131 3305 3480 k 1 4350 4578 4806 5034 5262 5490 5786 . 1: 1. The top value reflects the allowable reaction at the panel end supports. i (prior to concrete cure) 2. The bottom value reflects the allowable reaction at the interior supports. (prior to concrete cure) 3. Values are in pounds per linear foot. B -36 Allowable Superimposed Load (psf) & Diaphragm Shear Capacity (ply Lightweight Concrete (110 pct} r Total Slab Thickness: 3 1/2" Slab Weight: 23.0 psf it Mo. off S pam 6-::` 1 1 Gauge Spans 6'0" 6 '6" 7 '0" 7'6" 8 ' 0 " 8 '6" 9 '0" 6 '6" 10'0" 10'6" 11'0" 11'6" 12'0" 1 230 184 163 145 130 117 105 96 87 80 70 61 54 Y 2 230 204 183 165 130 117 105 96 87 80 70 61 54 g 77 3 230 204 183 145 130 117 105 96 87 80 70 61 54 q4 1501 1462 1429 1401 1376 1354 1334 1317 1301 1287 1274 1262 1251 E c17 1710 1656 1609 1569 1533 1502 1474 1449 1427 1407 1388 1372 1356 i 1 301 267 239 196 176 159 133 117 100 87 75 66 58 2 301 267 239 216 196 179 138 117 100 87 75 66 58 y 20 3 301 267 239 216 196 179 138 117 100 87 75 66 58 • 94 1568 1522 1483 1448 1419 1392 1369 1348 1329 1312 1296 1282 1269 q7 1820 1754 1698 1650 1607 1570 1537 1507 1480 1456 1434 1413 1395 1 1 301 267 239 215 196 179 143 131 '114 99 86 75 66 i 7 ,O1 267 239 215 196 179 164 151 140 99 86 75 66 � 18 3 301 267 239 215 196 179 164 151 140 130 86 75 66 q4 1721 1660 1607 1562 1522 1487 1456 1428 1403 1380 1359 1340 1:123 r j q7 2056 1969 1895 1830 1774 1724 1679 '1639 1604 1571 1542 1515 1491 1 300 266 238 215 195 178 163 151 140 109 95 83 73 - - 300 266 238 215 195 178 163 151 140 130 121 83 73 ti t 16 3 300 266 238 215 195 178 163 151 140 130 121 113 106 94 1890 1813 1748 1691 1641 1597 1558 1523 1492 1463 1437 1414 1392 97 1 2309 2201 2107 2026 1955 1893 1838 1788 1743 1703 1666 1632 1602 - 1. In shaded areas, mid -span deck shoring required during construction. } . ' 2. q4 and q7 "cj'= allowable diaphragm shear (plf): "4 ", "7 "= number of welds to support. 3. See pg. 55 for General Notes. ? j_ :1 _ A C Seel Deck =36 ComposE e F Deck B - 36 Allowable Superimposed posed Load (si) & ;Diaphragm Shear Capacity (lhl Lightweight Concrete (110 ly l p phra� p tY p Lightweight p Total Slab Thickness: 4" 1 Hour Fire Rating Slab Weight: 27.5 psf Mo. off Span Gauge Spans 6'0" 6 ' 6 " 7 ' 0 " 7 ' 6 " 8 ' O " 8 ' 6 " 9 '0" 9 ' 6 " 10'0" 10'6" 11'O" 19'6" 12'®" , 1 2-15 21-1 189 168 151 136 122 111 101 92 34 77 71 2 268 238 213 168 151 136 122 111 101 92 34 77 71 22 3 268 238 213 168 151 '136 122 111 101 92 84 77 71 q4 1659 1620 1587 1559 1534 1512 1492 1475 1459 1445 1432 1420 1409 q7 1868 1814 1767 1727 1691 1660 1632 1607 1585 1565 1546 1530 1514 1 350 311 254 227 204 184 167 152 139 128 1147 108 100 2 350 311 278 251 228 208 167 152 139 128 117 108 100 20 3 350 311 278 251 228 208 167 152 139 128. 117 108 100\ q4 1726 1680 1641 1606 1577 1550 1527 1506 1487 1470 1454 1440 1427 q7 1978 1912 1856 1808 1765 1728 1695 1665 1638 1614 1591 1571 1553 1 349 309 277 250 227 133 166 151 138 126 116 " 107 99 2 349 309 277 250 227 207 190 175 138 126 116 107 99 18 3 349 309 277_ 250 227 207 190 175 162 126 116 107 99 q4 1879 1818 1765 1720 1680 1645 1614 1586 1561 1538 1517 1498 1461 q7 2214 2127 2053 1988 1931 1882 1837 1797 1762 1729 1700 1673 1649 1 347 307 275 248 225 206 189 174 136 125 115 106 98 2 347 307 275 248 225 206 189 174 161 150 115 106 93 • 16 3 347 307 275 248 225 206 189 174 161 150 140 131 93 • q4 2048 1971 1906 1849 1799 1755 1716 1681 1650 1621 1595 1572 1550 q7 2467 2359 2265 2184 2113 2051 1995 1946 1901 1861 1824 1790 1760 B -36 Allowable Superimposed Load (psi) & Diaphragm Shear Capacity (pli) Lightweight Concrete (110 pct Total Slab Thickness: 4 3/4" 2 Hour Fire Rating Slab Weight: 34.4 psf flo. of Span Gauge Spans 6'd' 6'6" 7 ' O " 7'6" 8'0" 8'6" 8 ' 0 " 9 ' 6 " 10'0" 10 '6" 11 ' O " 1 12 ' ® " ; 1 299 262 231 206 • 184 165 149 136 123 113 103 64 87 2 328 291 231 206 184 165 149 136 123 113 103 94 87 22 3 328 291 231 . 206 184 165 149 136 123 113 103 94 87 q4 1895 1857 1824 1796 1771 1749 1729 1712 1696 1682 1669 1657 1646 q7 2105 2051 2004 1964 1928 1897 1869 1844 1822 1802 1783 1767 1751 1 428 380 311 277 249 225 204 136 170 156 143 132 122 2 428 380 340 306 278 225 204 166 170 156 143 . 132 . 122 20 3 428 380 340 306 278 225 204 186 170 156 143 132 12 q4 1963 1917 1878 1843 1813 1787 1764 1743 1724 1707 1691 1677 1664 q7 2215 2149 2093 2045 2002 1965 1931 1902 1875 1851 1828 1808 1790 1 425 377 337 304 246 222 202 184 163 154 141 130 120 2 425 377 337 304 276 252 231 184 163 154 141 130 120 18 3 425 377 337 304 276 252 231 213 168 154 141 130 120 q4 2116 2055 2002 1957 1917 1882 1851 1823 1793 1775 1754 1735 1718 97 2451 2364 2290 2225 2168 2119 2074 2034 1999 1966 1937 1910 1886 1 421 374 334 301 274 250 229 131 166 152 139 123 119 2 421 374 334 301 274 250 229 211 196 152 139 128 119 16 3 421 374 334 301 274 250 229 211 196 182 170 128 119 c14" 2285 2208 2143 2086 2036 1992 1953 1918 1886 1858 1832 1808 1787 q7 2704 2595 2502 2421 2350 2288 2232 2183 2138 2098 2061 2027 1996 1. In shaded areas, mid -span deck shoring required during construction. 2. q4 and q7 "q "= allowable diaphragm shear (plf): "4 ", "7 "= number of welds to support. 3. See pg. 55 for General Notes. Effective June 2002 Preformed Metal Deck 3 • .A S© Steel] Deck Genera; No s The following notes apply to the allowable total load tables and /or 4. The minimum 28 -day compressive strength for to the allowable superimposed load & diaphragm shear tables. structural concrete shall be 3000 psi and the density as 1. Arc spot or arc seam (puddle) welds shall have an indicated in the tables or as required for fire rating. The effective fusion area, to supporting members, minimum depth of concrete shall be 2" over the top equivalent to at least 3/8" by 1" long or 1/2" in diameter. flange and it is to be reinforced with a minimum 6 x 6 2. Spacing of marginal welds to members parallel to the W1.4 x W1.4 welded wire fabric. The reinforcement shall be flutes: placed near the center of the fill, over the top flange. (a) Arc spot (puddle) welds to members, such as If fill exceeds 3 1/4" thick the reinforcement area must chords, and to collector elements, such as struts equal 0.00075 times the depth of fill over top of deck, each or ties, shall have a spacing in feet equal to way. 32,000 (t) /v, where: 5. All decks with structural concrete fill may be considered . t = Uncoated steel thickness of fluted deck in rigid diaphragms, f <1.0, unless otherwise noted. inches. (see ICBO report for "t ") 6. Shoring calculations are based on the deck profile v = Actual diaphragm shear at marginal supports supporting the dead load of concrete, plus either: or actual shear transferred to collector (at (a) a 20 psf uniform construction load, or struts or ties) in pounds per foot. (b) a 150 Ib. concentrated live load for flexure. I (b) Fillet welds to members, such as diaphragm The dead load deflection is limited to U180, but not to chords, shall have a spacing in feet equal to 480 exceed 3/4 ". I w /v, where: 7. Total Slab Thickness: is the nominal total slab depth, , I = Length of weld in inches (not less than 1 1/2" measured from the bottom flange of the rib to the top of v = Actual diaphragm shear to be transferred to the concrete. This applies to all allowable I chords in pounds per foot. superimposed load and diaphragm shear tables. 1 . (c) Fillet welds attaching the diaphragm to struts, ties 8. For all cellular profiles, the first number of the gauge or other collector elements shall have a spacing, designation (20/20) refers to beam section (corrugated ' i , in feet, equal to 300 I �,�, /v where: profile). The second number (20/20) refers to the pan �I v = Actual diaphragm shear to be transferred to the section (flat plate). ' I collector element, in pounds per foot 9. Seam attachment for composite floor deck to be (d) In no case shall any weld spacing exceed 3'0 ". minimum button punch © 36" O.C. 3. Attachments at interior lines of shear transfer, 10. Typical floor deck manufacturing tolerances: I perpendicular to deck corrugations: Panel length: +/- 1/2" ; (a) The shear transfer from a diaphragm to interior Thickness: Not less than 95% of the design I ties or strut lines, perpendicular to deck base metal thickness corrugations, shall not exceed the shear values Panel cover width: -3/8 ", + 3/4" 1 indicated in the tables. Two lines of puddle welds Panel camber /sweep: 1/4" in 10' length may be used to develop the actual shear transfer to Panel end out of square: 1/8" per foot of panel width these collector elements. Preformed Metal Deck 55 Effective June 2002 %1 I t _ASC Steen Deck , i Comments on ExtraoirdilnaTy Conan® s A. Positive Bending Reinforcement E. Cantilevers The deck profile in a composite slab design is the Steel deck used in a cantilevered condition acts solely positive bending reinforcement for the slab and must be as a permanent form. The length of the cantilever may . expected to last the life of the structure. To ensure the be determined using the section properties of the steel integrity of the structure, ASC Steel Deck recommends deck profile. Negative reinforcement, designed by the specifying ASTM A653, G -60 as the minimally acceptable finish. structural engineer, is to be added over the support to prevent cracking of the slab. B. Parking Structures The following conditions are to be considered when F. Positive Venting using steel deck in a parking structure. Steel decking used in composite construction should 1. All slabs are to be designed as continuous spans be positive vented when the slab may be exposed to with negative reinforcement placed over each water, post construction. The positive vented steel deck support. Alternatively, the steel deck may be used will allow the dissipation of residual water vapor. The as a concrete form with reinforcement as required. positive venting standards are listed below by profile: 2. Additional reinforcing is to be included to 1. B-36-nominal 1/4" holes, approximately minimize cracking caused by temperature 4 1/4" o.c. in every bottom flange. 2.2W- nominal 1/4" diameter holes, .approximately , . differential and to provide load distribution. • 3. The minimally acceptable galvanized coating is 12" o.c. in every bottom flange. G 90, as per ASTM A653. 3.3W- nominal 1/4" diameter holes, approximately 4. In corrosive environments, the top surface of the 12" o.c. in every bottom flange. slab is to be sealed and the bottom surface of the 4. N-24-Vent Tab, approximately 10 5/8" o.c. in every steel deck is to receive a field applied finish paint bottom flange. , * Note: 1% venting may be available. Contact • C. Vibratory Load ASC Steel Deck. Vibratory Loads, e.g., mechanical equipment and forklifts are G. Pigtail Holes detrimental to the mechanical bond between the We offer pigtail holes in lieu of hanger tabs because deck and concrete. Additional reinforcing steel, designed the pigtail holes allow us to offer a Wider variety of by the structural engineer, may be required. modules and to prevent the possibility of overloading the tab(s) which could result in their progressive failure. D. Point Load The pigtail hole standards are listed below by profile: To determine the required deck type and concrete for 1. B -36— nominal 1/4" holes, approximately a point load condition, an equivalent uniform load for a 4 1/4" o.c. in every bottom flange. simple span is calculated. 2.2W- nominal 1/4" diameter holes,.approximately Example: 12" o.c. in every bottom flange. 1. 10'0" Span 3. 3W- nominal 114" diameter holes, approximately , 2. 400 # Point Load at Mid -Span 12" o.c. in every bottom flange. 3.50 PSF Unifomn Floor Load 4. N -24 -No pigtail holes available. Determine total equivalent uniform superimposed load. A. Maximum Moment from Point Load: Alternative Fastenin Methods native ft. lbs. For attachment of decking, for methods other than welding, refer to the following technical information: B. Equivalent Uniform Load: v/ —M(8) — i000T,1— 80 PSF Screwed and Pinned Attachments • C. Total Equivalent Superimposed Load: ICBO Report No. Company 50 + 80 = 130 PSF 3056 & 4254 ITW, Buildex Division I * Note: Select deck type, concrete type and 3829 Pneutek,lnc. thickness with a 130 PSF allowable super 4373 HILTI Fastening Systems imposed load capacity and span length of 10'0 ". Provide distribution steel as required. Effective lune 2002 Preformed A4etal Deck 59 Preformed Metal Floor Deck ( ASC STEEL DECK Compos ke F Deck Sp & &oficat o ns Part I- General 1.05 Product Handling — 1.01 Work Included A. Metal deck A. Furnish all materials and labor necessary to complete Transport, store and erect metal deck and its metal decking installation per the Contract Documents. accessories in a manner that will prevent corrosion, deformation or other damage. Store deck clear of 1.02 Related Work, Specified Elsewhere the ground with one end elevated to promote A. The work of this Section shall be closely coordinated drainage; protect metal deck from water and the with that of Section 05100- Structural Steel Framing; elements with a water resistant material. Do not use Section 05200 -Steel Joists. as a storage platform. 1.03 Reference Standards for Quality Assurance Part 2 - Products A. Codes/Standards -The work and materials of this 2.01 Materials and Finishes section shall comply with: A. Metal floor deck to be ASC Steel Deck 1. Section properties shall be derived in accordance [select appropriate profile(s) and gauge(s).] with AISI "Specification for Design of 1. B -36, (22,20,18,16) gauge, Cold- Formed Steel Structural Members, Latest 1 1/2" deep x 36" wide. Edition." 2. N -24 (22,20,18,16) gauge, 3" deep x 24" wide. 2. Metal decking is to be attached to the 3. 2W -36 (22 gauge, 2 1/8" deep x structural frame in conformance with AWS 36 "wide. D1.1 and D1.3 "Specification for Welding 4. 3W -36 (72 gauge, 3" deep x Sheet Steel in Structures." 36 "wide. 3. ICBO Research Report No. 2757. 5. ASC2 or ASC3 (20/20, 20/18, 20/16, 18/20, * Note to Specifier: 18/18, 18/16, 16/16, 3" deep x 24" wide. Insert the appropriate L.A. City Research Report 6. BF -36 (20/20, 20/18, 20/16, 18/20, 18/18, 18/16, No. when applicable, 23783, 23784, 23803. 16/16) gauge; 1 1/2" deep x 36" wide. 33_ 4. ASTM reference numbers: 7. NF -24 (20/20, 20/18, 20/16, 18/20, 18/18, 18/16, (a) ASTM A653, Steel Sheet, Zinc - Coated 16/16) gauge; 3" deep x 24" wide. (Galvanized) or Zinc -Iron alloy- coated (Galvannealed) 8. 2WF -36 (20/20, 20/18, 20/16, 18/20, 18/18, 18/16, By The Hot -Dip Process, 16 /16)gauge; 2 1/8" deep x 36" wide. Structural (Physical) Quality. 9. 3WF -36 (20/20, 20/18, 20/16,.18/20, 18/18, 18./16, 5. Steel Deck Institute (SDI) -Metal floor deck 16/16) gauge; 3" deep x 36" wide. profiles shall be in conformance with SDI Deck units are to be fabricated from sheet steel standards. conforming to ASTM A653, Fy = 38 KSI with a galvanized coating, (select appropriate coating) 1.04 Submittals G -60, G -90. . A. Shop Drawings *Note to Specifier: 1. Prior to fabrication; prepare shop drawings for 2W -36, 3W -36, 2WF -36 and 3WF -36 are available in 24" wide work under this section and submit to Architect. panels; when specified, the designations are 2W -24, 3W -24, 2WF - Shop drawings are to include deck layout, tram- 24 and 3WF -24. ing and support of openings, layout and quality *Note to Specifier: When specifying CF -1/2, CF -7/8 or CF -1 3/8, of studs on beams, dimensions and sections, use the following: details of accessories and type and location of 1. CF -7/8 (26,24,22,20) gauge, 7/8" deep. welds. 2. CF -1 3/8 (26,24,22,20,18) gauge, 1 3/8" deep. 2. Manufacturer's product literature and relevant Deck units are to fabricated from sheet steel conforming to ASTM approvals are to be submitted with the shop A653, Structural Grade E (26, 24, 22, 20 ga) with a galvanized drawings. coating, G -90. CF 1 3/8" (18 ga) is to be fabricated from sheet steel 3. Where metal decking is part of a fire rated conforming to ASTM A653, Fy = 38 KSI with a galvanized coating, assembly, the metal deck manufacturer shall G -90. provide all data to insure compliance with the *Note to Specifier: When specifying Deep Deck, use the following: UL design number and with ICBO. 1. Deep Deck (20, 18, 16, 14) gauge; 4 1/2 ", 6" or 7 1/2" deep deck x 12" wide. Deck units are to be fabricated from sheet steel conforming to ASTM A653, Fy =33KSI with a galvanized coating. 62 QSC Vasil Deck Comp ©s FOoo Deck Sp & &o Io ca is 2.02 Fabrication supporting members and accurate alignment of end - A. Metal Deck laps and sidelaps prior to permanently attaching units. Manufacture deck units to lengths as indicated on C. Attachment of Metal Deck Units shop drawings. Panel end conditions are to be Welded attachment of metal deck units to the butted. Sidelaps are to be male/female interlocking supporting members shall conform to AWS D1.1 type, suitable for button punching. and D1.3. *Note to specifier: When specifying CF -7/8 or CF -1 3/8 delete the last sentence and insert: Welders shall be certified prior to commencing work. Sidelaps are to be overlapping type. Attach metal deck units to supporting members with 1/2" effective B. Accessories diameter puddle welds. Fabricate steel deck accessories from the same * Note to Specifier: When specifying CF -7/8 or CF - 3/8 (24 and gauge and material as adjacent steel deck. 26 gauges only) delete the second paragraph and insert: • Part 3 - Execution Attach metal deck units to supporting members with plug welds 3.01 Inspection using a 14 -gauge weld washer having a 3/8" diameter hole and A. Examine the areas and conditions under which the (when attachment method requires) a 16 -gauge anchor washer work of this Section is to be performed. Correct any having a 7/16 "diameter hole. conditions which are detrimental to the timely and Welds to supporting members and the method of sidelap attach - proper completion of the work of this Section. Do not ment are to be as per the structural drawings. • proceed with work until unsatisfactory conditions are corrected. The General Contractor shall be responsible for obtaining coupons, randomly selected from the steel deck delivered to the job site. These coupons shall be r; tested by an independent lab to verify that the base L' metal thickness is within 95% of the deck manufacturer's published design "t ". 3.02 Installation A. General Install the metal deck and accessories in compliance with the manufacturer's written recommendations and approved shop drawings. B. Placing Metal Deck Units. Place metal deck units on supporting members and adjust to proper position. Ensure proper bearing on ; • Effective June 2002 Preformed Metal Deck 63 c — a r ' • • #j w r 7 - . t i • irt• rid - r k t !a i 4 • r a, c F � sdF7S r!?o `f t, sI • - *t rSt'r Y. t i t ,. r .- J -- Y J e d++� y,,e.r ''`c�",� ` ' ` (� } S ` '- i „,. �.,{}+ • y ,,,,;:.te r : , 6 � i 'tiz��tfc rte`• >..� y t 1 . ,''. - -ia -, l \ ::;:.;...V4.7,'•?,' \ S S ! 'c •+� �1' ... �fi°+` J ,,, k, i R j Tz • .r.• .. ��r J \'\ t t - ?:1- t -� •� ' +. " .rai 0� e - . r # ,o. �i c Y �hY• .,,: -. r • , ; ' ' y - 6 -,f�i \ 1. c.. , % 1 � l \ � .:..+. '�; +�i 3 r -1 _ - • � j � i� . ; '- /� -. \l, ..( V \1 \ ,l S "� , � k. � �j yi '-^ 1 { . • ) : 4L r 5 .ryy r � 5. �� ; \ Lei- \4 �.�lY�. r• . I ` tT z )• r .\ n [?ti s 4 .- , -s.„3, ,E.. t p . " T ASC • 4"- STEEL DECK St - uctzzral Sol7Lti07ZS izz iVfetal Preformed Metal Roof Deck A A STEEL DECK B=36 Roof Deck 8 -36 Section Properties Gauge Vfi9eight 0 5+ 2 3/5" 3 5/5" 5" (psis (1n4) (In3) (1n3) TIT 22 1.68 0.178 0.180 0.195 , ' o a o 0 no 20 2.04 0.220 0.235 0.246 J 3/4" 18 2.70 0.302 0.321 0.336 36- 16 3.36 0.379 0.407 0.415 0 4 Welds 0 7 Welds 1. Section properties are based on minimum 38 ksi steel (Fy). 2 3/5" 3 5/5" 5" B -36 Allowable Reactions (plf) — 1 Gauge Bearing Length 1 , 1" 1 1/2" 2" 2 1/2" 3" 3 1/2" 4" 3/4 22 416 468 520 572 625 677 729 36 1007 1103 1213 1363 1513 1663 1813 3466 Mestablle 20 700 776 853 929 1005 1082 1158 1495 1617 1739 1897 2088 2280 2472 The 3 -36 profile has been enhanced via physical testing 18 1443 1568 1693 1818 1943 2068 2193 to give you the highest diaphragm shear values of any of 2734 2909 3084 3258 3436 3710 3985 our prior B- series profiles. 16 2434 2608 2782 2957 3131 3305 3480 4350 4578 4806 5034 5262 5490 5786 Note: B 35 1/4" — Sacramento 1. The top value reflects the allowable reaction at the panel end supports. 2. The bottom value reflects the allowable reaction at the interior supports. 3. Values are in pounds per linear foot. B -36 Allowable Total (DL + LL) Uniform Load (psf) Span spun onthtion Gauge 5'O" 5'6" 6'0" 6 '6" 7 ' 0 " 7 ' 6 " 8 '0" 8 ' 6 " 9'0" 9'6" 10'0" . 22 Stress 109 90 76 65 56 49 43 38 34 30 27 Deflection 93 70 54 42 34 28 23 19 16 14 12 20 Stress 143 118 99 85 73 64 56 49 44 40 36 SINGLE Deflection 115 87 67 53 42 34 28 23 20 17 14 SPAN 18 Stress 195 161 136 115 100 87 76 68 60 54 49 Deflection 158 119 92 72 58 47 39 32 27 23 20 16 Stress 247 205 172 146 126 110 97 86 76 69 62 Deflection 199 149 115 90 72 59 49 40 34 29 25 22 Stress 119 98 82 70 60 53 46 41 37 33 30 Deflection 119 98 82 70 60 53 46 41 37 33 28 20 Stress 150 124 104 89 76 66 58 52 46 41 37 DOUBLE Deflection 150 124 104 89 76 66 58 52 46 41 35 SPAN 18 Stress 204 169 142 121 104 91 80 71 63 57 51 Deflection 204 169 142 121 104 91 80 71 63 56 48 16 Stress 252 209 175 149 129 112 99 87 78 70 63 Deflection 252 209 175 149 129 112 99 87 78 70 60 22 Stress 148 122 103 88 76 66 58 51 46 41 37 Deflection 148 122 102 80 64 52 43 36 30 26 22 20 Stress 187 155 130 111 95 83 73 65 58 52 47 TRIPLE Deflection 187 155 126 99 79 65 53 44 37 32 27 SPAN 18 Stress 255 211 177 151 130 113 100 88 79 71 64 Deflection 255 211 173 136 109 89 73 61 51 44 37 — 16 Stress 315 261 219 187 161 140 123 109 97 87 79 Deflection 315 261 217 171 137 111 92 76 64 55 47 1. Stress based on allowable flexural stress of 22.8 ksi. 3. Adequate bearing must be provided. 2 2. Deflection based on maximum deflection of L/240. 4. See page 31 for General Notes. ASC Steel! Deck B =36 Roo Deck , 3 -36 Allowable J' iaphragr Shear (q) and Flexibility Factor (F) M SPAM Puddle Gauge Seam Attachment Welds 5'0" 6'0" 7'0" 8'0" 9'0" 90'0" 12" O.C. 4 q 320 320 320 320 310 ' 280 Button Punch F 14.5 + 222R 14.7 + 185R 14.8 + 159R 15.0 + 139R 15.2 + 123R 15.4 + 111R 24" O.C. 4 q 260 260 260 250 250 220 F 17.4 + 222R 17.6 +185R 17.9 +159R 18.1 +139R 18.4 +123R 18.6 +111R 12" O.C. 4 q 360 360 360 360 360 360 Top Seam Weld F 6.9 + 222R 6.1 + 185R 5.7 + 159R 5.4 + 139R 5.1 + 123R 4.9 + 111R 24" O.C. 4 q 280 280 270 270 270 270 F 8.1 + 222R 7.2 +1858 6.6 + 159R 6.2 +139R 5.8 + 123R 5.6 +111R 12" O.C. 4 q 519 492 473 458 447 438 2 9 Side Seam Weld F 7.1 + 222R 6.6 + 185R 6.2 + 159R 5.9 + 139R 5.7 + 123R 5.5 +111R 24 O.C. 4 q 337 309 290 276 264 256 F 9.5 + 222R 8.9 +185R 8.4 +159R 8.0 +139R 7.7 +123R 7.4 +111R 12 O.C. 7 q 570 570 560 500 450 410 Button Punch F 13.8 + 56R 14.1 + 46R 14.3 + 39R 14.6 + 34R 14.8 + 31R 15.1 + 28R 24" O.C. 7 q 510 500 500 450 400 360 F 15.2 +.6R 15.5 + 46R 15.8 + 39R 16.2 + 34R 16.5 +31R 16.8 + 28R 12" O.C. 7 q 700 700 690 690 620 560 Top Seam Weld F 12.5 + 56R 11.1 + 46R 10.0 + 39R 9.2 + 34R 8.6 +31R 8.2 + 28R 24" O.C. 7 q 610 610 600 600 540 490 F 13.9 + 56R 12.3 + 46R 11.1 + 39R 10.2 + 34R 9.5 +31R 9.0 + 28R 12" O.C. 7 q 596 555 525 504 487 473 1 Side Seam Weld F 6.9 + 56R 6.5 + 46R 6.2 + 39R 6.0 + 34R 5.7 +31R 5.6 + 28R 24 O.C. 7 q 414 372 343 321 304 291 F 8.8+ 56R 8.4 + 46R 8.1 + 39R 7.8 + 34R 7.5 +31R 7.3 + 28R 12" O.C. 4 q 420 420 410 410 380 350 Button Punch F 11.0 + 129R 11.2 + 107R 11.3 + 92R 11.5 + 80R 11.7 + 71R 11.8 +64R 24" O.C. 4 q 340 340 340 330 310 280 F 13.0 +129R 13.2 +107R 13.4 +92R 13.6 +80R 13.8 +71R 14.1 +64R 12" O.C. 4 q 450 450 450 440 440 440 Top Seam Weld F 5.4 + 129R 5.0 + 107R 4.6 + 92R 4.4 + 80R 4.1 +71R 4.0 + 64R 24" O.C. 4 q 340 340 340 340 340 340 F 6.4 +129R 5.8 +107R 5.3 +92R 5.0 +80R 4.7 +71R 4.5 +64R 12" O.C. 4 q 805 756 721 694 674 658 20 Side Seam Weld F 5.9 +129R 5.5 +107R 5.3 + 92R 5.0 + 80R 4.8 +71R 4.6 + 64R 24" O.C. 4 q 543 494 458 432 412 395 F 7.7 +129R 7.3 +107R 6.9 + 92R 6.6 + 80R 6.4 +71R 6.2 + 64R 12 O.C. 7 q 740 740 710 630 560 500 Button Punch F 10.4 + 32R 10.6 + 27R 10.8 + 23R 11.0 + 20R 11.3 +18R 11.5 +16R 24" O.C. 7 q 670 660 640 560 500 450 F 11.3 +32R 11.6 +27R 11.8 +23R 12.1 +20R 12.4 +18R 12.6 +16R 12" O.C. 7 q I 900 890 880 840 750 680 Top Seam Weld F 9.6 + 32R 8.5 + 27R 7.8 + 23R 7.2 + 20R 6.7 + 18R 6.4 + 16R 24" O.C. 7 q 790 780 770 740 660 600 F 10.6 +32R 9.4 +27R 8.5 +23R 7.9 +20R 7.4 +18R 7.0 +16R 12" O.C. 7 q 939 865 812 773 742 718 Side Seam Weld F 5.7 + 32R 5.4 + 27R 5.2 + 23R 5.0 + 20R 4.8 + 18R 4.7 + 16R 24 O.C. 7 q 677 602 549 510 479 455 F 7.0 + 32R 6.8 + 27R 6.6 + 23R 6.4 + 20R 6.2 +18R 6.0 +16R 1. The allowable diaphragm shears "q" are listed in pounds per linear foot (plfl. 2. See page 31 for General Notes. 3 Effective June 2002 Preformed Metal Roof Deck AS C /• STEEL DECK B-36 Roof Deck 6 -36 Allowable Diaphragm Shear (q) and Flexibility (F) mo. SPAR9 Gkac9c10e Gauge Seam Attachment Wh.Wekks 5'0" 6'0" 7'O" 8'0" 9'0" 10'0" 12" O.C. 4 q 806 697 619 ' 562 517 482 Button Punch I F 5.9 + 54R 6.7 +45R 7.5 + 39R 8.2 + 34R 9.0 + 30R 9.7 + 27R 24" O.C. 4 q 736 626 548 489 444 408 F 6.3 + 54R 7.2 + 45R 8.2 + 39R 9.2 + 34R 10.2 + 30R 11.2 + 27R 12" O.C. 4 q 1215 1112 1032 968 917 878 Top Seam Weld F 5.0 + 54R 4.8 + 45R 4.7 + 39R 4.5 + 34R 4.4 + 30R 4.2 + 27R 24" O.C. 4 q 940 834 752 688 638 598 F 6.0 + 54R 5.9 + 45R 5.7 + 39R 5.6 + 34R 5.5 + 30R 5.4 + 27R 12 O.C. 4 q 1580 1482 1406 1341 1291 1251 Side Seam Weld F 4.3 + 54R 4.1 + 45R 3.9 + 39R 3.7 + 34R 3.6 + 30R 3.5 + 27R 24" O.C. 4 q 1123 1018 940 875 826 785 18 F 5.3 + 54R 5.1 + 45R 5.0 + 39R 4.8 + 34R 4.7 +30R 4.5 + 27R 12 O.C. 7 q 1176 1008 889 800 731 677 Button Punch F 5.0 +14R 5.7 +11R 6.4 +1OR 7.1 + 9R 7.9 + 8R 8.6 + 7R 24" O.C. 7 q 1102 932 811 721 651 596 F 5.2 +14R 6.0 +11R 6.9 +1OR 7.7 + 9R 8.6 + 8R 9.5 + 7R 12" O.C. 17 q 1538 1359 1232 1138 1064 1007 Top Seam Weld F 4.6 +14R 4.5 +11R 4.4 +1OR 4.3 + 9R 4.2 +8R 4.1 + 7R 24" O.C. 7 q 1258 1079 952 858 785 727 F 5.2 +14R 5.2 +11R 5.2 +1OR 5.1 + 9R 5.1 + 8R 5.1 + 7R 12" O.C. 7 q 1911 1732 1606 1511 1438 1380 Side Seam Weld F 4.0 + 14R 3.9 +11R 3.8 + 1OR 3.7 + 9R 3.6 + 8R 35 +7. ) 24" O.C. 7 q 1445 1266 1139 1044 971 913 F 4.8 +14R � 4.7 +11R 4.6 +1OR 4.5 +9R 4.5 +8R 4.4 +7R 12" O.C. 4 q 1155 991 874 788 721 668 Button Punch F 4.3 + 28R 4.9 + 23R 5.5 + 20R 6.1 + 17R 6.7 + 15R 7.3 + 14R 24" O.C. 4 q 1077 912 794 706 639 584 F 4.5 +28R 5.2 +23R 5.9 +20R 6.6 +17R 7.4 +15R 8.1 +14R 12" O.C. 4 q 1683 1529 1421 1344 1286 1242 Top Seam Weld F 3.8 +28R 3.6 +23R 3.5 +20R 3.4 +17R 3.4 +15R 3.3 +14R 24" O.C. 4 q 1341 1181 1068 - 984 920 871 F 4.4 +28R 4.3 +23R 4.3 +20R 4.2 + 17R 4.1 + 15R 4.1 + 14R 12 O.C. 4 q 2138 1992 1893 1823 1773 1736 Side Seam Weld F 3.3 + 28R 3.1 + 23R 3.0 + 20R 2.9 + 17R 2.8 + 15R 2.7 +�14R 24" O.C. 4 q 1570 1412 1303 1224 1164 1118 16 F 3.9 +28R 3.8 +23R 3.7 +20R 3.7 +17R 3.6 +15R 3.5 +14R 12 O.C. 7 q 1652 1408 1234 1105 1005 927 Button Punch F 3.7 + 6.9R 4.2 + 5.8R 4.7 + 5R 5.3 + 4.3R 5.8 + 3.9R 6.4 + 3.5R 24" O.C. 7 q 1570 i 1323 1150 1018 916 835 F 3.8 +6.9R 4.4 +5.8R 5.0 +5R 5.6 +4.3R 6.3 +3.9R 6.9 +3.5R 12" O.C. 7 q 2212 1982 1821 1705 1617 1550 Top Seam Weld F 3.4 + 6.9R 3.4 + 5.8R 3.3 + 5R 3.3 + 4.3R 32 +3.9R 3.2 + 3.5R 24" O.C. 7 q 1850 1610 1442 1317 1221 1147 F 3.8 + 6.9R 3.8 + 5.8R 3.8 + 5R 3.8 + 4.3R 3.8 + 3.9R 3.8 + 3.5R _ 12" O.C. 7 q I 2696 2476 2326 2221 2144 1895 Side Seam Weld F 3.1 + 6.9R 3.0 + 5.8R 2.9 + 5R 2.8 + 4.3R 2.8 + 3.9R 2.7 +3.' . 24" O.C. 7 q 2091 1858 1694 1575 1485 1415 - F 3.5 +6.9R 3.5 +5.8R 3.5 +5R 3.4 +4.3R 3.4 +3.9R I 3.4 +3.5R 1. The allowable diaphragm shears "q" are listed in pounds per linear foot (ph). 2. See page 31 for General Notes 4 z ©Steep Deck Aaa s gad ek ASC Steel Deck's Acras$adekTM combines the design flexibility ° Section modulus (S) values are unchanged and moment of inertia and strength of steel deck with Nigh sound absorption qualities to (1) values change by 5% less (with perforations on vertical webs) from offer an economical system for attenuating sound. AcustadekTM is an the non- acoustical section properties. excellent product for use in theaters, churches, gymnasiums, conven- 0 NRC tests were conducted in compliance with ANSI C423 and tion centers and manufacturing environments. ASTM [795 test criteria. ASC's AcustadekTM provides: 0 Sound absorption elements are inert and non - organic mineral wool. 0 An attractive exposed ceiling. 0 Test reports will be furnished upon request. It is easily blended with ASC's non - acoustical roof profiles. Sound Absorption Data AcustadeltTM Profile Absorption Coefficient Noise i! (Perforation l e) . Reduction 125 Hz ; , 250 Hz 500 �z � 10®0 &4z � 2000 Hz � �® 6-0z Coefficient I,��� 0.23 0.67 1.21 0.82 0.46 0.24 0.80 I g ::, b , v.,::. ,,-,:::„ ,,,,, !!, , ...) : li B -36 AcustadekTM (Web) ! 1; ;1 1 1'i -f 0.53 0.58 0.75 0.97 0.86 0.57 0.80 1H 1,ill 1k ii, BF - 36 AcustadekTM (Pan only) ;l; � 0.38 0.94 1.18 0.90 0.44 0.24 0.85 j i i 11 \ 1 i , i :; N -24 AcustadekrM (Web) 1 11! - , i 0.80 0.78 1.16 0.88 ... \ 0.69 0.47 090 Ili / // i \ \ NF - 24 AcustadekTM (Pan only) 1 - - 0.33 0.48 0.75 0.87 0.59 0.49 0.65 'iii - - i ll,l 1/ Imo\ \ .yo 2WF & 3WF AcustadekTM (Pan only) ,t •r 23 Effective June 2002 Preformed Metal Roof Deck AS C STEEL DECK Roof Deck Sp dfilca o s ` peoufueatumn ©5300 Motag Roofs Deck B. AcustadekTM Sound Absorption Batts Store batts in an enclosed area, protected from the dements. Part ii = Generrao 1.01 Work included part 2 ' Pvoducts A. Furnish all materials and labor necessary to complete metal 2.01 Materials and Finishes decking installation per the Contract Documents. A. Metal roof deck to be ASC Steel Deck [select appropriate pro - 1.02 Related Work, Specified Elsewhere file(s) and gauge(s)]. A. The work of this Section shall be closely coordinated with 1. B -36, (22, 20, 18, 16) gauge; that of Section 05100 - Structural Steel Framing; Section 1 1/2" deep x 36" wide. 05200 - Steel Joists; and Section 07240 - Rigid Insulation. 2.Q- Max 20, 18, 16) gauge; 1 1/2" deep x 36" wide; with 16 -gauge Shear Resistance Angle. Note to Specifier: Several additional sections, such as 03340- 3.ShearVentTM (22, 20, 18, 16) gauge, positive vented, Insulating Concrete; 07600 - Flashing and Sheet Metal and 1 1/2" deep x 36" wide with 16 -gauge Shear 09900 - Painting may apply to Related Work depending upon Resistance Angle. the nature of the project. 4. N -24 (22, 20, 18, 16) gauge; 3" deep x 24" wide. 5. 2W -36 (22, 20, 18, 16) gauge; 2 1/8" deep x 36" wide. 1.03 Reference Standards for Quality Assurance 6. 3W -36 (22, 20, 18, 16) gauge; 3" deep x 36" wide. A. Codes /Standards -The work and materials of this section 7. BF -36 (20/20, 20/18, 20/16, 18/20, 18/18, 18/16, 16/16) shall comply with: gauge; 1 1/2" deep x 36" wide. 1. Section properties shall be derived in accordance with 8. NF -24 (20/20, 20/18, 20/16, 18/20, 18/18, 18/16, 16/16) AISI "Specification for Design of Cold- Formed Steel gauge; 3" deep x 24" wide. Structural Members, Latest Edition." Deck units are to be fabricated from sheet steel conforming to 2. Metal Decking is to be attached to the structural frame ASTM A653, Fy = 38 KSI with a galvanized coating. in conformance with AWS D1.1 and D1.3 "Specification for Welding Sheet Steel in Structures." *Note to Specifier: 2W -36 and 3W -36 are available in 24" wide - 3. ICBO Research Report No. 2757. panels; when specified, the designations are 2W -24 and 3W -24. *Note to Specifier: Insert the appropriate L.A. City Research *Note to Specifier: When specifying CP -32, use the following: Report No. when applicable; 23783, 23784, 23803. 1. CP -32 (26, 24, 22, 20) gauge; 1 3/8" deep x 32" wide. Deck units are to be fabricated from sheet steel confirming to ASTM 4. ASTM Reference numbers: A653, Structural Grade E with a G -90 galvanized coating. (a) ASTM A653, Steel Sheet, Zinc - Coated (Galvanized) or Zinc -Iron Alloy- Coated (Galvannealed). *Note to Specifier: When specifying Deep Deck and Deep By The Hot -Dip Process, Structural (Physical) Quality. Cellular, using the following: 5.Steel Deck Institute (SDI) - Metal roof deck profiles 1. Deep Deck (20, 18, 16, 14) gauge; 4 1/2 " ", 6" or shall be in conformance with SDI standards. 7 1/2" deep x 12" wide. 6.Factory Mutual (FM) - Metal roof deck profiles shall be 2. Deep Deck Cellular (20/20, 20/18, 20/16, 18/20, 18/18, in conformance with FM where applicable. 18/16, 16/16) gauge; 4 1/2 ", 6" or 7 1/2" deep x 24" wide. 1.04 Submittals Deck units are to be fabricated from sheet steel confirming to A. Shop drawings: ASTM A653, Fy = 33ksi with a galvanized coating. Prior to fabrication, prepare shop drawings for work under this section and submit to Architect. Shop drawings are to include Note to Specifier: When specifying A use the following: deck layout, deck type and gauge, framing and support of open- A. Metal roof deck to be ASC Steel Deck [select appropriate ings, dimensions and sections, details of accessories and type profile(s) and gauge(s).] and location of welds. Manufacturers product literature and 1. B -36 AcustadekTM (22, 20, 18, 16) gauge, relevant approvals are to be submitted with the shop drawings. 1 1/2" deep x 36" wide. 1.05 Product Handling 2. N -24 AcustadekTM (22, 20, 18, 16) gauge, A. Metal Deck: 3" deep x 24" wide. Transport, store and erect metal deck and accessories in a 3. BF -36 AcustadekTM (20/20, 20/18, 20/16, 18/20, 18/18, manner that will prevent corrosion, deformation or other 18/16, 16/16) gauge; 1 1/2" deep x 36" wide. . damage. Store deck � clear of the ground with one end 4. NF -24 AcustadekTM (20/20, 20/18, 20/16, 18/20, 18/18, elevated to promote drainage; protect metal deck from water 18/16, 16/16) gauge; 3" deep x 24" wide. and the elements with a water resistant material. 5. Deep Deck AcustadekTM (20, 18, 16, 14) gauge; 4 1/2 ", *Note to Specifier: Include the following when AcustadekTM 6" or 7 1/2" deep x 12" wide. is specified; 344 ASO Vseu IDec(t Roof Deck Spero i oc Dons f 6. Deep Deck Cellular AcustadekTM (20/20, 20/18, 20/16, Attach metal deck units to supporting members with 1/2" 1 6/20, 18/18, 18/16, 16/16) gauge; 4 1/2" 6" or effective diameter puddle welds. 7 1/2" deep x 24" wide. 7. 2WF -36 AcustadekTM (20/20, 20/18, 20/16, 18/20, 18/18, *Note to specifier: When specifying CP -32 delete the second para- 18/16, 16/16) gauge; 2 1/8" deep x 36" wide. graph and insert: "Attach metal deck units to supporting member 8. 3WF -36 AcustadekTM (22/20, 20/18, 20/16, 18/20, 18/18, with plug welds using a 14 -gauge weld washer having a 3/8" diam- 18/16, 16/16) gauge; 3" deep x 36" wide. eter hole and (when attachment method requires) a 16 -gauge B. AcustadekTM perforations are 1/8" or 5/32" diameter holes on anchor washer having a 7/16" diameter hole, as required for staggered centers. The noise reduction Coefficient is to be (select diaphragm shear capacity. Welds to supporting members and the from chart on pages 23 and 24) . The NRC values were developed method of sidelap attachment are to be as per the structural draw - in accordance with ANSI C423, as performed by Riverbank ing." Laboratory. Material's auod Finishes 2.02 Fabrication The B, Q -Max®, ShearVentTM, Deep Deck, N, NF and BF profiles A. Metal Deck are manufactured from steel conforming to ASTM A653. CP -32 Manufacture deck units to lengths as indicated on shop profile is manufactured from steel conforming to ASTM A653, drawings. Panel end conditions are to be butted or Structural Grade E. endlapped, 2" minimum. Sidelaps are to be male/female interlocking type, suitable for button punching. Sidelaps are to The standard galvanized coatings are G -60 (.60 oz. /ft') or G -90 be nestable or interlocking when using screw -type (.90 oz. /ft.') in accordance with ASTM A653. The B, Q -Max®, fasteners. ShearVentTM, Deep Deck, N, 2W, 3W, NF and BF are available in Note to Specifier: When specifying CP -32 delete the last two sen- G -60 and G -90. The CP -32 profile is available in G -90. Please tences and insert: ' inquire for the availability of alternate coatings. Sidelaps are to be overlapping type. B. Accessories Please note: Spot weld discoloration will not be a reason for rejec- I Fabricate steel deck accessories (not including cell closures) tion of cellular deck. from the same gauge and materials as adjacent steel deck. The cellular decking listed in this catalog is manufactured from Part 3 — Execution two sections of galvanized steel that are jointed with resistance 3.01 Inspection welds. The deck coating and finish will be removed, from the area Examine the areas and conditions under which the work of this of the resistance weld, during this process. This condition should Section is to be performed. Correct any conditions which are be considered when determining the fitness of this product for a detrimental to the timely and proper completion of the work of specific application. This condition will also not be an acceptable this Section. Do not proceed with work until unsatisfactory cause for rejection of the material. Please contact your ASC Steel conditions are corrected. Deck representative for additional information on this subject. The General contractor shall be responsible for obtaining ASC Steel Deck reserves the right to make revisions in the coupons, randomly selected from the steel deck delivered to design and/or specifications of our products without prior notice. the job -site. These coupons shall be tested by an independent Dimensions and specifications of products are subject to normal lab to verify that the base metal thickness is within 95% of the manufacturing tolerances. Consult factory concerning availability deck manufacturer's published design 't'. of product. 3.02 Installation The information in this brochure is, to the best of our knowl- A. General edge, accurate. However, no information, representation nor for - Install the metal deck and accessories in compliance with the mula contained herein is designed to replace the judgement of an manufacturer's written recommendations and approved shop experienced structural engineer or other professional designer. drawings. ASC Steel Deck assumes no liability whatsoever for the accuracy B. Placing Metal Deck Units or completeness of the information contained in this brochure, nor Place metal deck units on supporting members and adjust to for the suitability of the material for its intended purpose. proper position. Ensure proper bearing on supporting members i r and accurate alignment of endlaps and sidelaps prior to ASC Steel Deck permanently attaching units. 1- 800 -726 -2727 1 SfEELDECK , e nSTITUTE p 1 C. Attachment of Metal Deck Units e. 0 Welded attachment of metal deck units to the supporting members shall conform to AWS D1.1 and D1.3. Welders shall be certified prior to commencing work. Effective June 2002 35 Site Address. „� .4 :a Ark, t _ _ •: � I . ski a � 97 0 L etter of Traisi iittal 87 1 1I u ildiug • D City of Tigard ;,” / / ; ' g \ :1 L -,r-. TO: grr Vahbe* , r dron JUL 18 2001 D1PT: `'� BUIL Ofr Ii�A ` , A` � ��' / V DIN DiV SIO t FR.,: h.. 1/1.. .t. , . r \�.� A / \ COMPAIY PHONE'NO,. - --65.5o - z /l / \ ` BY: • Ir RE: .! 0 �' f d•• , /I. � iJI/• �� ,5C ) (Case number, site address, etc.) L, . A % tio,■ L / zi A ' A d l .. .0 !1, l (Project name or subdivision name and lot n tuber) K ---- ATTACHED ARE THE FOL 'WING ITEMS: . Gop1 es ° 1Q1,�,5 ; 1 rM . Tiin ;COpieS e tiD4gI1pt10n ,r '.,: x t' r ^ te r 91 Additional set(s) of plans. Revisions: Cross section(s) and Wa11 bracing and/or lateral analysis' Floor /roof fram)fig. Basement and retaining walls. Beats callkons E ineer's calculations. — Other (explain): �� J � 447 � a n / REMARKS: / " . / // //!//. _ ,/. / // _ t i !/L /i � /f- ■ 1 I.." /I. /// _11IItiI.,/ ; i • / ,/ ' // For Office Use Routed to Permit Technician: Date: ,, /Initials: Fees Due: $ Date: Initials: , ' Reprint Permit (per Plans Examiner): Yes: No: Notified Applicant: Date: Initials: i: Buil ding\Forms \LetterTransmittal.doc 1/6/04 • Site Adthess c2 Letter of Transmittal Building Division City of Tigard DATE RECEIVED: TO: /*VIC Onto DEPT: BUILDING DIVISION 1- _ - (4117.1 • •ir;of FROM: En* S(hed,6 COMPANY: ,4/lf47/7 PHONE NO.:9? 2 r7fp- By: 615 RE: GtP - 76 1 (6 - - 0 068 ( ase number, site address, etc.) 1)(Avt/vtin INA)uk7r (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: V (1 Q...)■\LOA i 517 5-(; 00 . :;01 5 .i4R Qesdiption Additional set(s) of plans. Revisions: Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculation _ Engineer's calculatio s. L./ (explain): , j 4/ ill, j ■No C _____coLSL"*TyLnese L- 4" Atii..vVN- tok: REMARKS: * Pt ec,, r e-RAI/WV\ sk Cki).---ki For Office Use Only: Rouied to Permit Technician: Date: 2-f--O? Inifials:/44v Fees Due: $ 13 y.146, Date: 3 01 Initials/04 Reprint Permit (per Plans Examiner): Yes: No: X Notified Applicant: Date: Initials: i:Building\FormaetterTransmittal cloc 1/6/04 • .t . e Oood '.. 0 :: MWH SHOP DRAWING REVIEW r MWH Americas Review Date 10/27/2006 Submittal No. 063. C From Engineer: Kathy Dietrich To Contractor: Contractors, Inc. Company: MWH Americas, Inc. P.O. Box 637 16580 SW 85th Avenue Tualatin, Oregon 97062 - Tigard, OR 97224 Attn: Michael Eubanks Project Owner: Clean Water Services Project Name Durham Facility Phase 4 Expansion Contractor's Submittal No. 063. C Project No.: 1530605 Item of Equipment or Material Cold- Formed Metal Framing Specification Section 05400 Resubmittal Subject submittal has been reviewed and review action is as shown below: Item No. SUBJECT OF SHOP DRAWING OR DATA REVIEW ACTION NO. COPIES NO. COPIES RECEIVED RETURNED 1 Cold- Formed Metal Framing Resubmittal MAKE CORRECTIONS NOTED 8 6 Drawing 4 of 5, Detail 10: Revise top elevation from El. 165.50 to El. 166.70 in accordance with RFC -126E as shown on Drawing 100 -A -014, Section H, Revision 5. Remarks See Attached Sheet , or indicate here: None ❑ Corrections or comments made relative to submittals during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all qualities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of other trades, and performing his work in a safe and satisfactory manner. Kathy Dietrich Engineer's Signature • M W H ` AMEND & RESUBMIT i NO 1-..a..i`'I1Ui.E' RCI' J 1 (1+fSUI1MIr MAKEel)14Rl:Cl'1OPdSN �' IJI I` /�� i RI .1047 OFFICE COPY i RI .1.V. / /� /'J/ I /. / Rit1: (. S (i((:U ) , gard 1 .EN ICh�S11(7i'I)RAVJING o , �. i )('Th '(i INIS Kiwi ' ( () iJ'IRA C) ( I) R AW I I!( ti I AND S(1 ';CIF CA SF fins ` i n , COMPLIANCE ' .ACT p o V ed Plans <.l;C1)I' ;(i; I) A'' -' IIAS Ht {i:N RI. '. . FU iCE WITH 11I} WITN 11ili ::i.; ('Ur:Cl: rY ( • IIL $RN LWF,IF( MCra� JI(Ii J _ . � D ! \'l) C(>t�Rl•:I..'�Iliv(i P.I,I, Q UAAnT1'IES 1 ANi) I)iMF? I+SIGNS: Cl I'AARICA:T'iOINN „ • s _ AiIW ATINCi WOR WI ()TI17 ($:a:; ,C � j ( 7 1P 1 Cn File: 10.7.1 - 05400 -063 i, \r, { ._ . .. . !) ,�r�:! crc� NI) SAFI? 1 " {RFORMA'JCi? UF' TI If? N'OR�. N exos-- 0,00v7 CM 305 (Revised 7/28/05) 16510 Ste! 1S -,-rf A J' 8 Contractor's Submittal mWH Transmittal Form MONTGOMERY WATSON NARZA For all contractor submittals, including shop Date: 10/5/2006 Transmittal No. 063C drawings, samples calculation, data, or other To: MWH From: CONTRACTORS, INC. Attention: Leslie Laramoore Attention: Louise Loomis Project Name DURHAM AWWTP PHASE 4 EXPANSION This is: Check one an original submittal Owner CLEAN WATER SERVICES a 2nd submittal X a submittal Subject of Submittal Equipment Designation: Specification Section(s): 8 ea. Cold Formed Metal Framing re- submittal 05400, 2.1, B. Comparison Information Tests Complete either (a) or (b), following: X (a) We have verified that the materials or equipment contained in this submittal meets all the requirements specified or shown (no exceptions) (b) We have verified that the material or equipment contained in this submittal meets all the requirements specified or shown, except for the following deviations (List Deviations): I - / _ —.1 j Contractor's Authorized Representative, ;.( , ,a _' L //i ' CM 306 (Revised 9/16/02) • Service & Quality since 1961 • Interior Contractors Ceiling Systems, Inc. 2340 S.E. Gladstone, Suite 100, Portland, OR 97202 P.O. Box 14908 • Portland, OR 97293 -0908 (503) 234 -9515 • FAX (503) 235 -0052 CCB# 63828 . We are an equal opportunity employer DATE JOB NO. TO + JOB NAME b rio, V." WW P JOB ADDRESS ATTENTION Le L.) We are XEnclosing ❑ Returning ❑ Sending under separate cover %Shop drawings ❑ Prints ❑ Subcontract Modification ❑ Change request ❑ Copy of letter ❑ Plans ❑ Samples ❑ Specifications 0 COPIES DATED REV. NO. D FSCRIP I N ert VI^ #_40t9 v■••■1 t•N These are transmitted as checked below: ❑ For approval ❑ Approved as submitted Resubmit 9 copies for approval ❑ For price ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ For your use ❑ ❑ For bids due • REMARKS ter• COPY TO SIGNE••�`�Z1 If enclosures are not as noted, kindly notify us at once. I' 1 11 t GRID 5o ` , I • 1 1.4- D11 I 5L. 1( 1 i ''' �1 ..,....,-r.,,, C .....L. 0 O So.�Slb2 1 LJL i Boor l o' E _. 1 . , TA IL @ JAM(3 N ( S pP0 • 4, O DE RE: l /GA o05– DETAIL @ HEAD Oa5 1 . i RE '. l3 /GA - 003 a • E 4 . 3 e 3 E5 : . c ire i f. P . i--- ( V-.7 - - S D 7 • EL- f6Sr5� %(( Q 1 / °: .C-T'LEN V - I i .� F C – (. - 6. 4 -(t) t� • _ , 35oS 137 - g'� i -E ' 1 I ,— 1, ' (l JJ`S 0 .I 1 l--r (� DErA @ cootie 2 • NTs I (U, ZETA i L.. e. PAR s META U L STD F,?A; DU(�FjAN\ ifNC1LiTt( - 3 - M \A/ H /Scyu1 ER • 1 . - c:oNJT, colJTIZr1 (34; CS: .T.NTcRI • MWH SHOP DRAWING REVIEW MWH Americas Review Date 3/27/2007 Submittal No. 016. B From Engineer: Kathy Dietrich To Contractor: Contractors, Inc. Company: MWH Americas, Inc. P.O. Box 637 16580 SW 85th Avenue Tualatin, Oregon 97062 - Tigard, OR 97224 Attn: Michael Eubanks Project Owner: Clean Water Services Project Name Durham Facility Phase 4 Expansion Contractor's Submittal No. 016. B Project No.: 4969 Item of Equipment or Material Over Head Doors Specification Section 08330 Subject submittal has been reviewed and review action is as shown below: Item No. SUBJECT OF SHOP DRAWING OR DATA REVIEW ACTION NO. COPIES NO. COPIES RECEIVED RETURNED 1 Overhead Doors MAKE CORRECTIONS NOTED 1 1 Powder coat color selected for overhead doors: Tiger Dry lac RAL 6004, 38/50004 Contractor shall provide a powder coated Q -panel (or draw -down) for this color so that the Architect can confirm color selection. Remarks See Attached Sheet ❑ or indicate here: None k • Corrections or comments made relative to submittals during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all qualities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of other trades, and performing his work in a safe and satisfactory manner. Kathy Dietrich Engineer's Signature 1-1 r07_ V — _._ -_ -- - - --- M X �{4 /0(, '0, `gyp PACE:1'11014Sl'AKI:N AMi ;:)&RESUi:MlT City of . .'rigard , - MAKE cOR: {I;crtoNSNC;ty P.Ep }Iri:salrMrr Approved Plans : }i By _�A ✓ Date "T.. Ri n.,'SORCOMMN(' I)N.(rN AC' IO:2 :•:;iC.PDRAM (; DURING THIS REVIEW i);i.s NOT ;i.L•L:`GVii THE C[;NTRACEOR FROM 16 s --go Sui IS-'14 I1 COMPLIANCE; W�Tni CO.NTRACF DRAWINGS AND SI'1iCIFICATIC)NS. THIS 6 SIIOP DRAR'I.NG 1 {AS D1 RIiVIh.i'J) r'1"i;! CONFORMANCE Willi 11fl DESIGN CONCITT AND GEN142/.I. COMPLIANCE WITH ) lE m'rl'T'?Aci' 1)f(V MI':',lS ONLY. CordIRAcrOR IS Rli.'ilY)N;S ULli FOR CCINFC4I■;1 AND CORRELATING ALL QU /.Af AND DIMENSIONS; }AIiRICAFICN Pi:(Y.;ii:;iES AND 'n.OiNIQI JFS; C(N :: 1;;'.:11'ING WORK "'vim (;711ER 'RA'il S; A;;I; SATIS ACI DRY AND SAI I IiitF(iR',4!• ?dC:i t ?E Ti i s Wfi'1 File: 10.7.1 - 08330 -016 CM 305 (Revised 7/28/05) OFFICE COPY Li ' 0 Contractor's Submittal (0.) '" MONTGOMERYWATSON HARZA Transmittal Form For all contractor submittals, including shop Date: 1 /18/2007 Transmittal No. 016B drawings, samples calculation, data, or other To: MWH From: CONTRACTORS, INC. Attention: Leslie Laramoore Attention: Louise Loomis Project Name DURHAM AWWTP PHASE 4 EXPANSION This is: Check one 1 1 an original submittal Owner CLEAN WATER SERVICES 1 x 1 a 2nd submittal I I a submittal Subject of Submittal Equipment Designation: Specification Section(s): 8 ea. Response from Jack's Overhead 08330 _ Door to comments on Submittal 016A Comparison Information Tests Complete either (a) or (b), following: X (a) We have verified that the materials or equipment contained in this submittal meets all the .� requirements specified or shown (no exceptions) (b) We have verified that the material or equipment contained in this submittal.meets all the l requirements specified or shown, except for the following deviations (List Deviations): Contractor's Authorized Representative w�._�'_! 1 /. �1 it , , ichael Eubanks, Mgr. Environmental Division l CM 306 (Revised 9 /16/02) - From: unknown Page: 1/1 Date: 1/17/2007 3:54:38 PM aHn -H -cuur u4:40rm mum- I - 1 1 14 r.uuiiuu1 r -IMD PO BOX 230368 assZT OVERHEAD DOOR, INC. Tigard, Oregon 97281 -0368 �� ■ 8250 SW Hunziker Rd, Unit B Tigard, Oregon 97223 Phone (503) 639 -4440 FAX (503) 639 -9088 Contractors Inc PO Box 637 info @jacksoverheaddoor.com Tualatin OR 97062 -0637 Attention: Michael Eubanks Fax: 503 - 692 -5396 From: Kenny Grieve Re: Durham WWTP — Submittal #016A [ #1] By others. [ #2] See motor spec. and notes on shop drawings — MI40 combo starter. [ #3] The submitted given in the standard for this project per manuf. [ #4] This will be done when order is complete. The manufacturer of the motor will , . • • determine label. [##5] You can refer to door as 111E. however there are no labels provided on this door. • [#6] The wiring diagram will not change as this info is still required for general hook ; ,.... • . up of components. It is the Electric cont, responsibility to know what conduits tar:winng , is .needed. [ #7] All the options on motor cut sheet are available, you simply use what is written in the spec. [ #$] As spec. 1 -push button is for Interior side and 1- pushbutton with a keyed lock out , for Exterior. ; [#9] Both push buttons are as indicated on shop drawings under notes with Nema ; ; • , •- 1/4/12 & Nema 4/12. [ #10] The apron. Speed is V per second, however on coiling doors the speed changes :' . . with the circumference of the curtain getting larger or smaller as the door opens or • closes. [ #11] see notes on [ #9] [#12] There is a shroud over chain -hoist & gears. There is some dis assembly o' parts ,:: • , required to remove the brake. This is the case with every brake system in the Zrrdustry :.i ... [ #13] Please be more specific. [ #14] Combination reversing magnetic motor starter with circuit breaker is standard. [ #15] See manufacturer's letter. You must be approved to install. In order to distribute, Jack's has been installing WD doors for over 20 years. [ #16] This will not be a problem as motor can be lowered by aV4, with a simple bolt adjustment. [ #17] Information provided is to the best of our abilities. Door and opterator provided as speced. [#18] Color to be chosen by architect from RAL powder coat website: www.tigerdrylac.com. Fed. }D # 93- 1227851 • OR Contractors U. # 119325 • WA Contractors Lic. # 601758785 This fax was received by GFl FAXmaker fax server. For more information, visit http: / /www.gfi.com • ti. SHOP DRAWING REVIEW MWH � MWH Americas Review Date 3/7/2006 Submittal No. 016. A From Engineer: Kathy Dietrich To Contractor: Contractors, Inc. Company: MWH Americas, Inc. P.O. Box 637 16580 SW 85th Avenue Tualatin, Oregon 97062 - Tigard, OR 97224 Attn: Michael Eubanks Project Owner: Clean Water Services Project Name Durham Facility Phase 4 Expansion Contractor's Submittal No. 016. A Project No.: 1530605 Item of Equipment or Material Overhead Doors Specification Section 08330 Subject submittal has been reviewed and review action is as shown below: Item No. SUBJECT OF SHOP DRAWING OR DATA REVIEW ACTION NO. COPIES NO. COPIES RECEIVED RETURNED 1 Overhead Doors AMEND AND RESUBMIT 8 4 1. Confirm that the Contractor will supply the power disconnect switches and submit disconnect switches under a separate cover. 2. 08330 2.3/A/10 requires a combination motor starter. This hasn't been provided. Please comply. 3. 08330 1.3/B/1/d requires information on the specific motor operator and the specific wiring and control diagrams. Motor information must be submitted to meet Specification 16460 requirements. The wiring and control diagram must be submitted that is for this project. A generic diagram is not acceptable. Optional devices we are not using shall not be shown. On the wiring diagram, please clearly designate what conduit and /or wiring shall be done by the contractor. 4. The motor shall be labeled and referred to as "100M0105 ". 5. This door shall be labeled and referred to as "DOOR 111E ". 6. The submitter has made an exception to the specification and said "Conduit, disconnects, and wiring for safety edge connections to motor operator are not provided by door manufacturer." This should be clearly stated in the revised wiring diagram. This statement by itself is not clear enough. 7. There is a motor cut -sheet submitted with many different options. Please indicate what portions apply to this project (with highlighter or arrows). 8. The submitted "drawing" notes indicate two different PB stations. Please explain. Also, please explain why one has "Best Core" written by it. 9. Push button station is required to be oil- tight, please submit information indicating this. (08330 2.3/A/13) 10. Opening /closing speed rate must be indicated (08330 2.31A/3) 11. Indicate all motor requirements from 08330 2.3/A as well (thermal protective device, NEMA 1 motor controller). 12. 08330 2.31A/11 requirements must be met. Please give information indicating that it is met: (motor and brake removable without affecting chain operator or limit switch setting, power connected to operating shaft without external gears, belts, or chains, Factory pre -wired requirements) This submittal shows the operating shaft connection via external chain, this is not acceptable. Verify whether shroud is provided covering chain and gears. 13. Many items are noted on the submitted "drawing" that aren't described in the submittal anywhere. Please coordinate. File: 10.7.1 - 08330 -016 CM 305 (Revised 7/28/05) t SHOP DRAWING REVIEW r') MWH MWH Americas Review Date 3/7/2006 Submittal No. 016. A From Engineer: Kathy Dietrich To Contractor: Contractors, Inc. Company: MWH Americas, Inc. P.O. Box 637 16580 SW 85th Avenue Tualatin, Oregon 97062 - Tigard, OR 97224 Attn: Michael Eubanks Project Owner: Clean Water Services Project Name Durham Facility Phase 4 Expansion Contractor's Submittal No. 016. A Project No.: 1530605 14. 08330 2.31A/16 must be met (combination reversing magnetic motor starter with MCP circuit breaker). 15. Certification of installer qualifications as required by Section 8330.1.3.D. Submittal includes approval of the door distributer, but does not provide installer qualifications. Submit installer qualifications. 16. Bottom of bridge crane support beam is at 18' -1 3/4" above top of floor slab per structural drawing 100 -S -047 & Detail 203 on 100 -S -200. Submitted door requires 30 inches clearance for motor housing above the 15' -8" door opening. Top of motor housing will therefore be 18' -2" above top of floor slab per the garage door shop drawing. It appears that there will not be a conflict between the motor housing and the bridge crane support beam because motor housing is set back far enough away from the exterior wall. Contractor shall verify that motor housing does not interfere with bridge crane operation. 17. Provide specified door options, per attached redlined shop drawing. 18. Provide custom powder coat color to match metal roofing color, AEP Span "Jade Green ", or provide color charts for selection of closest standard color match. Remarks See Attached Sheet V or indicate here: None ❑ Corrections or comments made relative to submittals during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all qualities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of other trades, and performing his work in a safe and satisfactory manner. Kathy Dietrich Engineer's Signature M r.ni xcl i'I o1. � ;.l;t;ii i A!.friNn �.Ji.�.Stntr.�rr RI JLX l tlkr SuFir,i;r NR I T NS gRCCxt.1 :;;d SR1AIJfl(tNC'JN R ; ihii,.; r ?[A:1N ' 11JJS kisVlH{b' 1. {)kS NC? "1' R1iLl1iV(i 'I'iili (:O I1TAC: FiIU!�T CY)MPL WI f7( CONTI ACl' DRA9:IN(; AND Si.101 %IiC,Ns. 111:5 SHOP r • ; CON Cr, IiAS Sli }iN kl ?V11:W D FOR a :WM[2.1AN(:d wlril 'I - lii+ r) 1:SIGrd CON r AND GENERAL COMP1.1ANCR ti;'TH Till; (()NrkAC I1Cx;jJ!!1IN1:i Grrl.r. CC)rd1)tACI'OR IS RlSPONS113L1i FOR CO NI ,l 'CRP"vC AND GC"2RF,f.AT ING Ar,. R ANriT1E$ AND 131!vFNcTONTS; r'A.}iklC ?N ;(�(; :.` *�t:: A.;� TF.�i!.I()lTiiS; CG k?piHA7TNG �V( R!� V;71'il ()i"Iir:R �- '� ±�?I__ Ar, "17 :iA'rISF'ACI'OfiY A ?7D SAFR, r'fit:FORhiAN(.'I; Or Till; t'.'(Ji:K. File: 10.7.1 - 08330 -016 CM 305 (Revised 7/28/05) • _ — N Y ■ 17 I j SDF7 i 9 GENERAL NOTES D } + I _ k _ DESIGNED TO WITHSTAND 20 #/SqFt WINDLOAD. r 1 ° E. 0 o CURTAIN IS 22 GA STEEL INSULATED. D ® — O -t ∎O p ° ENDLOCKS ON EACH END OF EVERY OTHER SLAT. Z I i° o ° = BOTTOM BAR I5 GALVANIZED STEEL. + DOUBLE ANGLE WITH ASTRAGAL STANDARD. .S - p GUIDES ARE STRUCTURAL THREE ANGLE. HOODS ARE 24 GA GALVANIZED STEEL. • ji Y ; P CAT OF RUST INHIBITIVE PRIMER ON NONGALVANIZED STEEL SURFACES. ALL Z m GALVANIZING PER ASTM A -653 STANDARDS. °� LL MOTOR OPERATOR IS GEAR REDUCTION TYPE "I 2 Z 0 O EQUIPPED WITH DOOR SPROCKET, ROLLER D e, a. p CHAIN, MOUNTING SUPPORT, PADLOCKABLE F Z k F" HAND CHAIN KEEPER, AND ONE PUSH BUTTON r m w STATION (SAME NEMA RATING AS OPERATOR). cc --< 0 -J U WI n `m CIRCUIT : 0.5 HP 460 VAC 3 PH 60 HZ z NOTES nn D CURTAIN FINISH : POWDER COAT 0 r BOTTOM BAR FINISH : POWDER COAT -.. GUIDE FINISH : GALVANIZED STEEL N HOOD(S) FINISH : POWDER COAT v II OPTIONS ON THI_ S�ES.i`p0__ OR5, m NTLI - EL BRUSH WEATHERSTRIP -- - -- NEOPRENE BAFFLE INSIDE HOOD VERTICAL SECTION ELECTRIC SENSING EDGE ON BOTTOM BAR ) C0 . --= 100,000 CYCLE BARREL J --' ACKET PLATES: GALVANIZED STEEL - _ _� � M140 COMBO STATER E Z t " NON - RESETTABLE COUNTER D D r `,\/�t C� TEFC MOTOR - l� PB STATION,SURFACE,NEMA 1/4/12 W/ BEST CORE - r ' PB STATION,SURFACE,NEMA 4/12 "I �i t - ' o Z S P6 CAF-tE ) Wayne Rolling Door Division n Dolton _ ' _ _ 2 THERMOTITE DOOR MODEL : SDF7PSC 0 PROJECT : N DURHAM WWTP ARCH : GUIDE FOR BRACKET SLAT LENGTH G.C,: H X Y DISTR: JACK BURGOYNE GARAGE DOOR 3 -3/4" 24" 22 -3/4" 12' 3 -1/4" DISTR P.O. NO.: PREPARED BY : DATE : K.Straight 10/05/2005 REVISION ORDER NO. 1 DWG. Leo. 00000338809 OF Contractor's Submittal MWH MONTGOMERY WATSON HARZA Transmittal Form For all contractor submittals, including shop Date: 2/17/2006 Transmittal No. 01 6A drawings, samples calculation, data, or other To: MWH From: CONTRACTORS, INC. (� � D D E . 0 EIVE �„ _Attention: Leslie Laramoore Attention: Louise Loomis Project Name DURHAM AWWTP PHASE 4 EXPANSION This is: Check one an original submittal Owner CLEAN WATER SERVICES X a 2nd submittal a submittal Subject of Submittal 0����L / J/Je /� Equipment Designation: Specification Section(s): 8 ea. Letter of Compliance � ' y � L/ �✓ 08330 8 ea. Operator Information and Wiring Schematics 8 ea. Door Connecting Jambs Data 8 ea. Dealer approval letter for Jack's OH Door 8 ea. Warranty Information 8 ea. Operation & Maintenance Manuals Comparison Information Tests Complete either (a) or (b), following: X (a) We have verified that the materials or equipment contained in this submittal meets all the requirements specified or shown (no exceptions) (b) We have verified that the material or equipment contained in this submittal meets all the requirements specified or shown, except for the following deviations (List Deviations): /i / ) Contractor's Authorized Representative ( � -- t %( �-(, " / /f- /9'fi _-?_/.../ (� //, /Michael Eubanks, Mgr. Environmental Division /' CM 306 (Revised 9/16/02) �Q. r • ,, Wayne Dalton Rolling Door Division i wd� �1 - ' 14512 Lincoln Way St. East - Lf ? ? ? az t Dalton, Ohio 44618 (, d Nom a -o" a Ph : 800/354 -3066 or 330/828 -2291 ext : #83419 U m s m comp,, Fx :800/441-7876 Ft d ( 006 mpappas @wayne- dalton.com u `� From the desk of Mike Pappas BY: To: KENNY "JACK'S OVERHEAD DOOR" Attn: DURHAM AWWTP THIS PACKAGE CONSIST OF THESE CONTENTS A LETTER OF COMPLIANCE 0 "Liegat iLr�'l! tyti4pz4matl •�! kS1uurip✓i! OPERATOR INFORMATION AND WIRING SCHEMATICS DOOR CONNECTING JAMBS DATA DEALER APPROVAL LETTER FOR JACK'S OVERHEAD DOOR *COLOR CHARTS FOR DAPC AND RAL POWDER COAT COLORS ARE ON BACK ORDER DO TO VENDOR SUPPLY. RAL POWDER COAT WEBSITE, www.tigerdrylac.com WARRANTY INFORMATION SHIP DATE INVOLVING THIS DOOR IS 25 DAYS PLUS NEXT TRUCK DEPENDING ON THE DAY OF ORDER. OPERATION AND MAINTENANCE MANUALS Thanks, Mike Pappas • Customer. Service Rep. Wayne - Dalton Corp./ Rolling Steel Division Ph.: (800) 354 -3066 Fax: (800) 441 -7876 E -mail: mpappas @wayne- dalton.com ' � 1 . n �V+r Dalton 4, Rwa�ne 't . Da 1ton� _. ..:eel Wayne Dalton Rolling Door Division _ f/� '�S�(� 14512 Lincoln Way East j� Dalton, Ohio 44618 e0P Phone (330) 828 -2291 Fax (330) 828 -1054 i' J)j\t i #i f t # i Jack's Overhead Door, Inc 8250 SW Hunziker Avenue Tiagrd, Oregon 97223 t� p INC. CONTRACTORS NC APPROVED Subtect to the is an approved distributor of approval by the afichiteCt Wayne Dalton Corp. and engineer. Rolling Door Division Approval of these submittals by the Architect and Contractors Inc. does not alleviate you from the re- sponsibilities of your errors and /, or ommissions. Kevin Straight Technical Services Manager _ ] By _.., ..,.. _ Date /- °" ,� U a) October 05, 2005 f '� .{! ; aib 4µ t r Wayne Dalton Rolling Door Division 14512 Lincoln Way East, Dalton, Ohio 44618 Phone (330) 828 -2291 * Fax (330) 828 -0178 To: Ken Greive Of: Jack's Overhead Door, Inc. Subject: Letter of Compliance Reference: Quotation# 338809 Durham AWWTP Phase 4 Expansion Date: January 5, 2006 Mr. Greive; I have reviewed the specification provided for the above referenced project. Below I have listed any exceptions to the specifications provided. 2.2.A Design Standard As shown on submittal drawings, the door will require 28" of headroom but the motor operator requires 30 ". 2.3.A.12.a. Conduit, disconnects, and wiring for safety edge connections to motor operator are not provided by door manufacturer. 2.4.A.1.c R -value is 6.7 with U -vale of .1493 2.4.A.3.a Hoods will be 24 gauge G60 galvanized, primed, and powdercoat finish. However, structural 3 angle guides are quoted G90 hot dipped and will not be primed or powdercoat finished. 2.4.A.3.b Curtains will be 22 gauge front slat/ 24 gauge backer slat, G60 galvanized, primed, and powdercoat finish to match hoods. 2.4.A.5 Wayne Dalton does not have any test data on Air Infiltration. Letter of Compliance cont. 2.4.B.2.b Structural 3 angle guides are G90 hot dipped galvanized and as such not powdercoated to match door. 2.4.B.3 Due to narrow width of door, rigidity of slat section, and standard windload doors are currently designed with endlocks not windlocks. If you have any further questions give me a call Re ards rian Sammons Technical Services Wayne Dalton Corp. phone (330) 828 -2291 ext. 83424 fax (866) 751 -9336 e -mail: bsammons (i)wayne- daiton.com PO BOX 230368 Y }�. Jij ®� 9 8250 SW Hunziker Rd. Unit B ..,,,,,,,,, Tigard, Oregon 97223 Phone (503) 639 -4440 FAX (503) 639 -9088 info @jacksoverheaddoor.com LIMITED ONE YEAR 3 MONTH WARRANTY Jack's Overhead Door warrants to the purchaser for a one year three month period from the time job was completed, unless otherwise indicated that it will repair or replace, at its option, using new or remanufactured parts, any Jack's Overhead Door that fails due to defect in material or workmanship. This warranty covers the cost of parts and labor and begins on the date of installation by an authorized Jack's Overhead Door technician or the date of sale if agreement indicates, by an authorized sales representative of Jack's Overhead Door. This warranty does NOT cover: • Any door assemblies other than those used by Jack's Overhead Door. • Damage due to improper operation, negligence, alteration, accident, or use for which the door and its assemblies were not designed for or approved by Jack's Overhead Door, but not limited to improper use, or any use other than proper use of the designated doors. Proper use is discussed in the Door Owner's Manual. In addition, coverage does not apply if the door has been disconnected or the door mechanisms have been altered. • Damage caused by lack of proper maintenance as described in the Door Owner's Manual, or failure to follow proper operating protocols. Proof of proper maintenance is the owner's responsibility. Keep all receipts and invoices, and be prepared to make them available if questions arise about maintenance. • Loss of time, inconvenience, loss of use or other economic Toss. • Doors installed outside of the United States and Canada. Only a technician from Jack's Overhead Door, or an authorized subcontractor, may perform repairs on your door. However, before any repairs can be performed under warranty, Jack's Overhead Door must first authorize needed repairs as a service. THIS WARRANTY IS TRANSFERRED TO SUBSEQUENT OWNERS BY PROVIDING THE ABOVE REQUIREMENTS TO ANY NEW OWNER OF A BUILDING WHERE JACK'S OVERHEAD DOORS ARE INSTALLED. JACK'S OVERHEAD DOOR SHALL NOT BE LIABLE FOR INCIDENTAL OR CONSEQUENTIAL DAMAGES RESULTING FROM BREACH OF THIS WARRANTY. Job Completed: Project: Durham AWWTP Phase 4 Expansion 16060 SW 85 Avenue Tigard, OR 97224 Contractor: Contractors, Inc. P.O. Box 637 Tualatin, OR 97062 -0637 Fed. ID # 93- 1227851 • OR Contractors Lic. # 119325 • WA Contractors Lic. # 601758785 W agnc D alton _ _ _ • OPERATION • AND • MAINTENANCE ( • MANUAL � A y WAYNE DALTON ROLLING DOOR DIVISION 14512 LINCOLN WAY EAST 330 - 828 -2291 ( www.wayne- dalton.com r: w ® wagnel; ei t on •, Wayne- Dalton Corp. Rolling Door Division 14512 Lincoln Way St. E. Dalton, OH 44618 (330)828 -2291 Fax (330)282 -2204 PROJECT: DURHAM WWTP LOCATION: GENERAL CONTRACTOR: ARCHITECT: (. DISTRIBUTOR: JACK BURGOYNE.GARAGE DOOR CONTRACT NUMBER: 338809 CUSTOMER NUMBER: 42003320 DATE: 1/6/2006 THIS MANUAL INCLUDES: WARRANTY INSTALLATION INSTRUCTIONS LUBRICATION MAINTENANCE AND ADJUSTMENT DATA APPROVED DRAWINGS OTHER DATA OF PARTICULAR REFERENCE TO THIS CONTRACT ( WAYNE-DALTON CORP. LIMITED ONE-YEAR WARRANTY Wayne - Dalton Corp. Dalton, Ohio 44618 warrants that every door and its hardware and fittings will be free of defects in workmanship and material. Should any defect in workmanship or material appear within ONE YEAR of installation, Wayne - Dalton Corp. shall, upon notification, correct such non - conformity at its option, by repairing or replacing any defective part or parts. THIS WARRANTY GIVES YOU SPECIFIC RIGHTS WHICH VARY FROM STATE TO STATE. This warranty does not include normal wear, damage beyond the manufacturer's control or replacement labor. NO WARRANTIES EXPRESSED OR IMPLIED (INCLUDING, BUT NOT LIMITED TO A WARRANTY OF MERCHANTABILITY OR FITNESS FOR PARTICULAR PURPOSE) SHALL EXTEND BEYOND THE APPLICABLE TIME PERIOD STATED IN BOLD FACE TYPE ABOVE. Claims for the defective parts must be made to the Wayne - Dalton Corp. dealer from whom the purchase was made. Notification of defects in workmanship and material must be given to the dealer within the governing warranty period. THE FOREGOING WARRANTY IS EXCLUSIVE AND IN LIEU OF ALL OTHER WARRANTIES. IN NO EVENT SHALL SELLER BE LIABLE FOR SPECIAL, INCIDENTAL OR CONSEQUENTIAL DAMAGES. HOWEVER, SOME STATES DO NOT ALLOW LIMITATIONS ON HOW LONG AN IMPLIED WARRANTY LASTS OR THE EXCLUSION OR LIMITATION OF INCIDENTAL OR CONSEQUENTIAL DAMAGES, SO THE ABOVE LIMITATION OR EXCLUSION MAY NOT APPLY TO YOU. MAINTENANCE INSTRUCTIONS Rolling doors are virtually maintenance free but there are a few things that should be done periodically to prolong the life of the door as follows: LUBRICATION: On manually operated doors, no lubrication is required. For doors with roller chain drive, the drive chain should be lubricated twice a year and periodically inspected for chain stretching. For motor operated doors, please refer to the operation and maintenance manual supplied with the motor. PAINTING: All non - lubricated steel surfaces should be repainted as required to prevent rust where the ( surfaces are in contact with the weather. INSPECTION: • Twice a year the door should be inspected for unusual wear at the curtain entrance into the guides, any sprocket or gear teeth (if applicable), all fasteners for looseness, and any part for bending or breakage. The frequency of inspections is totally dependent on the usage of the door. c. MECHANICAL ADJUSTMENTS A. Rolling services doors require little maintenance and virtually no adjustment with the following exception: The amount of tension on the door may need adjusting and can be done so as follows: CAUTION: BE SURE THAT THE WINDING RODS ARE SEATED FIRMLY INTO THE ADJUSTING WHEEL WHILE APPLYING TENSION. An outside adjuster for a right hand operated door is shown. Curtain must be rolled up and bottom bar engaged to stops. Wind in the direction shown with the winding bars. The amount of / initial turns will be indicated on the pipe shaft and on the drawing. Test and adjust as required for proper balance. An inside adjuster for a left hand operated door is shown. Curtain must be unrolled. Wind in the direction shown with ' /z" square winding bars. The amount of total turns will be indicated on the pipe shaft and on the drawing. Spring finger locks wheel when o pressure is released off of the winding bars. Test and adjust as required for proper balance. An inside dead tension adjuster for a left hand operated door is shown. The curtain is lowered into the guides but is not bolted to the barrel. The tension shaft is bolted to the holder on the bracket. 40) The chain, crank, or motor is used to turn the pipe in the direction shown. The amount of total turns will be indicated on the barrel and on the drawing. Fasten the curtain to the barrel. Test and adjust for proper balance. MECHANICAL ADJUSTMENTS B. Disassembly, assembly, adjustment and checking instructions for common replacement parts. SLATS: To replace damage slats, drill out the rivet holding the endlock to the slat. Remove endlock, Lace in new slat and reinstall endlock using new rivet or screws. COUNTER BALANCE ASSEMBLY: With the door in the down position, remove the spring tension on the door by winding the adjusting wheel in the direction the door would be to facilitate removal of the counter balance assembly. Unbolt the top slat from the pipe. Remove the roller chain and sprocket. Support the counter balance mechanism and unbolt the adjusting wheel ( bracket from the guide. Slide new counter balance assembly onto the adjusting wheel bracket and reverse the procedures for re- assembly. BOTTOM BAR ASSEMBLY: Raise the door to the full open position. Unbolt the outer guide angle from the wall mounting angle and the inner guide angle. Remove endlock (see "slats "). Slide the bottom bar out and lace in new assembly. Reverse procedure for re- assembly. y MECHANICAL ADJUSTMENTS C. All maintenance should be performed by a qualified Wayne - Dalton technician. Please refer to the order number on the installation drawing when requesting any parts or service. Also refer to the installation manual for periodic maintenance and adjusting and checking procedures. The following safety precautions should be taken whenever maintenance is performed on a rolling steel door: The motor is self - locking and also has a brake. Anytime the motor is disengaged or any maintenance is performed on the brake mechanism, or the roller chain is to be removed, there must be tension on the springs to keep the door from "free falling ". To prevent personal injury, keep away from moving parts and do not stand under the door while it is in motion. Disconnect electrical service from the power operator whenever maintenance is performed on the operator. Do not unbolt the curtain from the counter balance assembly without first removing spring tension. When winding tension on the springs, be sure the winding rods are seated securely in the adjusting wheel. RECOMMENDED SPARE PARTS LIST SLATS: These may be stocked in the longest size needed and cut down as required for less wide doors (assuming same curtain). ENDLOCKS: These may wear out after some time, mainly based on the usage of the door. SPRINGS: If the springs need replaced, they should be replaced expediently to prevent overwork of the motor (if applicable) or to get the door operational (non- motorized doors). All repair parts should be ordered through a Wayne - Dalton distributor, and reference the contract number on the installation drawing to ensure the correct parts are sent. 0 iPINS UNDER PIPE FIG. 3 /G 15 ( OUT DRAW — 1 1 c-2 C o o o of 0 11 12 13 14 11 17 d li a/ Nil 1 )1 i 1 I � o , , , i T i ID _ ) Li � _n Ili! I _ _ _ Tr \ / O /" O O O ® O ® 10 SPRING ��11III 1I 7 STRETCH ` O 1 - TENSION SHAFT 10 - DRIVE PLUG I--' _ _______Z 2 - COLLAR PLUG 11 - BARREL PINS OU II III 3 - HEAD PLUG 12 - - T COLLAR PLUG PIN 4 TAIL PLUG, INNER 13 AIL PLUG PIN BEND TANG i 5 - SPRING, INNER 14 - TAIL PLUG PIN 6 -TAIL PLUG, OUTER 15 - BARREL PIPE O 7 - SPRING, OUTER 16 - SPIRAL RINGS 8 - IDLER PLUG 17 - DRIVE KEY & r 0 FIG. 4 9 - END PLUG COTTER PIN O . 11 :� J 0 „,,,,• ,.. ■........ li � } ! l, • \ BEARING 4- _`' \ I SNAP RING FIG. 5 FIG.6 \ 4 .v 10 , .1 .01' ti @ ; 0 Q.. ) • (_ 13 ir , p & 800/900 SERIES ROLLING STEEL DOORS � >�" .. r ,-*,. • ct -,-. : ,97,---,1- r y' ' A, At ter4.car ,-1,1 t t� .. l'A ,,..totiv.v2 , .., . { ; = N 4 ®T � F , CHANGES ES . : L' 4 $ / "S { , t 1- i r I; � ' t f - 0 I w'- ,r �94...�.._ �' a r + c • i + "., . ..nif A, a v- . { ,00e..",t 1 _ "`l: r^, s x Y.: ;: '� ik-r:. re , J W � t 1 ,- ,? The following changes affect 800 and 900 series rolling steel doors with G- Guides: This insert is intended to be used in combination with the Rolling Steel Service Doors - Installation Instructions and Operation and Maintenance Manual provided with the door and only outlines changes to the product. Reference to original manual must be made to ensure proper installation. STUD PLATE To Install Bottom Bar Stops for G- Guides: 0 0 • o • 0 Place two 1/4 -20 stud plates through the holes in FLARE //" ,• the flare at the top of the G -Guide as shown. Line /6 //' up the four holes in the flat bottom bar stop with - ® re the four studs and assemble using four 1/4 -20 111... flange nuts. Tighten flange nuts until secure. . /j" , Repeat for both flares of both G- Guides. '// ./ /' BBAR STOP •// � . 1 fjG� G –GUIDE 1/4-20 FLANGE NUT Bracket Installation: BRACKET TO GUIDE Brackets now install to the outside FASTENERS, SEE -11 BRACKET TO GUIDE of the wall angle for G- Guides and HARDWARE LIST FASTENERS, SEE 3 -angle guides. % HARDWARE LIST . I I I e e k 1 % e e I e o I e o I � / I e BRACKET . ..: , 1; 1 0.- , \ 1s mo o I `— GUIDE WALL ANGLE FIG. 7 FIG. B FIG. 9 0 �_ L- •( , LOCKING ` ` \ PIN O mil u O , 0 ��� t / / I I 0 -\ O I I O - / INCREASE � II l g TENSION / 1 O i� 0 FIG. 10 ® - O \ ,1P- to a o FIG.7 c0 D.° z . O F F „ O O c ., 11 ..,i —r 72 , 0 `_ .;'° 5,°6,4 o `5- G FIG. 11 FIG. 12 FIG. 13 TUBULAR RIVETS L--- o 0 0 0- _ _ _\ _ _a \ � CC bk.. (K _ % ENDLOCKS i c m Q w HOLD \ WRENCH - J �� I / \ PRY ENDLOCK WITH SCREWDRIVER 1 - GUIDE - 3 ANGLE (AS SHOWN) OR "G" 7- GUARD - CHAIN 2- BRACKET - PLATE - ADJUSTING END 8- WHEEL - ADJUSTING 3- BRACKET - PLATE - OPERATING END 9- HOOD - FRONT 4- BARREL - SPRING 10- HOOD - BACK 5- CURTAIN - MADE UP OF SLATS 11- GEAR - MAIN 6- BOTTOM BAR 12- SPROCKET - CHAIN WITH PINION GEAR c FkICT 1:1 le. • S g',3 MitTing.:::i ::See,...page 8Jor., ' .-: ',..'C'ori' ti6tifations7.-. OWNER'S MANUAL '. It_ I s t....trNEL G hi N f...1 LP INDUSTRIAL DUTY DOOR OPERATOR -=.0.' •%M .64 *;:=441 ; 4 4 W: 4, .. , ; 4 7 ,- 1K ,-,, ,4. - 'S.. , :••e:Sip - .0.1r.q. • f.:',14:ff.',"z,i;'', , f. - W411;Cf, e -* s-tr _c •..:P;-. v. 4 . 1, : ,- .1s, - •c ,- -,s04'itili..-4-..., ▪ :',1g)...... .- ':;) 'i 4 ''r-X:'.; ,, f-i.'.,:i'sk • lit.i.ii•- Vr .r 1, 7'.: n r......'''. - -, . -,.:.%;',.-C,,,,:'.,i.-4,..1%.....,.-1,--.. . -.-' - ' .,.. ....: trt,■...7z,4,1.,.. :i . .iliff,'.. 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',. .. , V , Z;; ', '- 5- ..., • ', .. -' '—'1, 7 ( •''''r 6,..,..„,/, ei ie ' ' ' . hlref ; ' .; 2 ii i ''''''-' C ;..-?-. :' 1,,,' • , t ":1T.:i. -41 4•1) .). --,...g, ,.,..1.71',:iiet■'. :::::=P:r , (p),. • , / , '.V.`' -', ' Au , 1 ". .. '.:?,':, 7:W ' kg ((it (fl rg h 0 2 YEAR WARRANTY 2.. NOT FOR RESIDENTIAL USE : W 41B6 Serial # 1 (located on electrical box cover) Installation Date C ® L us ( Wiring Type LISTED DOOR OPERATOR SPECIFICATIONS MOTOR ELECTRICAL TYPE: Continuous duty TRANSFORMER: 24VAC HORSEPOWER 1/2, 3/4, 1 & 1 -1/2 Hp CONTROL STATION: NEMA 1 three button station. Single or Three phase OPEN /CLOSE /STOP 2 HP Three phase WIRING TYPE: C2 (Standard) SPEED• 1725 RPM Momentary contact to OPEN /CLOSE /STOP plus wiring for sensing device VO LTAGE: 115, 220, 230 Single phase sensing close with to reverse and auxiliary devices to 230, 460, 575 Three phase open and close with open override. (Other types available. See chart, Pg. 8) CURRENT: See motor nameplate LIMIT ADJUST: Linear driven, fully adjustable screw type cams. Adjustable to 30 feet. MECHANICAL SAFETY DRIVE REDUCTION• 40:1 Reduction DISCONNECT: Floor level chain hoist with elect - Heavy duty bronze worm rical interlock for emergency manual door operation gear reducer CLUTCH: (optional)....Adjustable torque limiter type OUTPUT SHAFT SPEED: 43 R.P.M. REVERSING EDGE (Optional) Electric or pneumatic DOOR SPEED: 4 - 10" per sec. sensing device attached to the bottom edge of door. depending on door A REVERSING EDGE IS STRONGLY BRAKE: Solenoid actuated disc RECOMMENDED FOR ALL COMMERCIAL brake OPERATOR INSTALLATIONS. REQUIRED WHEN HOIST WHEEL: Standard mounting on THE 3 BUTTON CONTROL STATION IS OUT OF left or right side SIGHT OF DOOR OR ANY OTHER CONTROL (AUTOMATIC OR MANUAL) IS USED. WEIGHTS AND DIMENSIONS DIMENSIONS HANGING WEIGHT: 80 -110 LBS. HP PHASE A B C D 1 14.00" 1/2 1 11 -1/2 25 -3/4 12 -63/64 3 _ 3/4 1 12 -1/2 26 -3/4 12 -63/64 3 A I p 1 1 12 -3/4 27 12 -63/64 3 _ 1 -1/2 1 12-3/4 27 13 -63/64 3 -1/2 I n. Y I li= .�� B Y 1/2 3 11 25-1/4 12 -63/64 3 See �0 0 3/4 3 11 25 -1/4 12 -63/64 3 See J , Note #1 II 1, 1 3 Note #2 f •. 10 I 77 12 26 -1/4 12 -63/64 3 1 -1/2 3 12 -1/2 26 -3/4 13 -63/64 3 -1/2 I X c N ee3 2 3 12-3/4 27 13 -63/64 3 -1/2 Hand Chain Wheel 3 3 13 -1/4 28 -5/8 15 -15/64 3 NOTES: 1) Output Shaft with 1" x 1/4" Key for 1/2 thru 2Hp operators, 1 -1/4" x 1/4" Key for 3Hp operators. 2) MT'G CENTERS: X = 4 -3/4 "; Y = 5 -1/2" for 1/2 thru 2Hp operators X = 7- 17/32 "; Y = 9- 1/16" for 3Hp operators (, 3) Hand Chain Wheel extends 1 -5/8" beyond operator in vertical mounting position as shown. 2 - IMPORTANT SAFETY NOTES C AUTION = Vi / i 4RNIN;G A TO AVOID DAMAGE TO DOOR AND OPERATOR, 1 KEEP DOOR BALANCED. STICKING OR BINDING MAKE ALL DOOR LOCKS INOPERATIVE. SECURE DOORS MUST BE REPAIRED. DOORS, DOOR LOCK(S) IN "OPEN" POSITION. SPRINGS, CABLES, PULLEYS, BRACKETS AND IF THE DOOR LOCK NEEDS TO REMAIN THEIR HARDWARE MAY BE UNDER EXTREME FUNCTIONAL, INSTALL AN INTERLOCK SWITCH. TENSION AND CAN CAUSE SERIOUS PERSONAL INJURY. CALL A rrcvr=aiuNAL DUOK DO NOT CONNECT ELECTRIC POWER UNTIL SERVICEMAN TO MOVE OP. ADJUST DOOR INSTRUCTED TO DO SO. SPRINGS OR HARDWARE. - _SITE P R E PARATI O NS It is imperative that the wall or mounting surface provide adequate support for the operator. This surface must: a) Be rigid to prevent play between operator and Oil Shaft Support Bracket 4 with Bearing (Not Supplied) door shaft. �, Door Sprocket b) Provide a level base. �� c) Permit the operator to be fastened securely and with the drive shaft parallel to the door shaft. The safety and wear of the operator will be adversely / affected if any of the above requirements are not met. b For metal buildings, fasten 2" x 2" x 3/16" (or larger) 0 /✓ 5 -1/2" angle iron frames to the building purlins. Retain 5- FIGURE 1 1/2" between frames. See Figure 1. OPERATOR PREPARATION The GH operator may be mounted on either the right (standard) or left side of door, and in either a vertical (standard) or horizontal mounting position. Refer to the steps below if you require the hand chain and /or disconnect chain to be on the opposite side of the operator; Or if the operator is being mounted in a horizontal position. Hand Chain Right/Left Conversion Remove the two snap rings (1 pc. outer, 1 pc inner) on hand chain shaft assembly. Position roll -pin to fit through cutout in frame and slide complete shaft assembly through housing and bevel gear. Insert Chain Guide shaft assembly on opposite side of housing, and 4x , Va replace bevel gear, bearing, hardware, and snap rings on the opposite side of shaft in the same manner. � ` / Disconnect Lever Right/Left Conversion t \ � - .�1` Remove cotter pins on the ends of the disconnect I% �° 0 Hand shaft (square shaft), move the disconnect lever arm to Chain Wheel the opposite side, and replace the cotter pins. Be `�>� �! '� . c. sure to keep two(2) 12ga. washers on the side without the lever arm. \ Cutout for Rolipin (typical both sides) Horizontal Mounting Conversion Disconnect Lever Remove cotter pins on the ends of the disconnect — Cotterpin shaft (square shaft), and remove lever. Replace lever ( using square hole on opposite end of lever. FIGURE 2 Reposition sash chain to opposite end of lever also. Replace cotterpins. 3 OPERATOR MOUNTING Before your operator is installed, be sure the door has been properly aligned and is working smoothly. The operator may be wall mounted or mounted on a bracket or shelf. If necessary, refer to the operator preparations ' on page 3. Refer to the illustration and instructions below that suits your application. 1a. Wall Mounting 1b. Bracket or Shelf Mounting The operator should generally be installed below The operator may be mounted either above or the door shaft, and as close to the door as below the door shaft. The optimum distance possible. The optimum distance between the door between the door shaft and operator drive shaft is shaft and operator drive shaft is between 12" - 15". between 12" - 15 ". Refer to Figure 4. Refer to Figure 3. \ \ OPTIONAL / Mounting Bracket 'NV= �, iP/N 08 -9098 \ !' .4. .9 o � ''-: 44f '' ' ' \ Optimum Distance • o ?.' - // I ..r. \�� Optimum Distance -- ( i \. . .•., 12 15" ri . `,. { \ \ -, \ - u r 11 , U i . \ ��� , T ypical Right Hand IMPORTANT: The shelf or bracket must \�\ \ ' �I ? ` Wall Mounted Operator provide adequate support, prevent play \� \ , \. � ' � between operator and door shaft, and permit operator to be fastened securely and with the drive shaft parallel to the door shaft. FIGURE 3 FIGURE 4 Be sure door lc. Place door sprocket on the door shaft. Do not \ sprocket is properly insert the key at this time. �— aligned with drive 2. Place drive sprocket on the appropriate side of before securing to the operator. Do not insert the key at this time. I p the shaft. 3. Wrap drive chain around door sprocket and join roller chain ends together with master link. 4. Raise operator to approximate mounting position '. and position chain over operator sprocket. — 5. Raise or lower operator until the chain is taut (not ___ tight). Make sure the operator output shaft is — off, parallel to door shaft and sprockets are aligned. 1 When in position, secure the operator to wall or mounting bracket. [ L i 6. Align sprockets and secure, (see Figure 5). \ ( Chain Keeper FIGURE 5 4 7. install Hand Chain 8. Mount Chain Keeper/Keyhole Bracket Place hand chain around hand chain wheel. Be Using suitable hardware mount the chain keeper sure to pass it through both openings in the chain approximately 4 feet above the floor, near the free guide. Remove enough links so chain hangs hanging chain. Remove disconnect sash chain approximately two feet above the floor from bag and place the end through the keyhole in the the chain keeper. Remove excess links if necessary. EMERGENCY MANUAL OPERATION This operator has provisions for manually operating the door in case of emergency or power fail! ire. Refer to the appropriate instructions below for your model operator. Model GH �� CAUTION- These operators are equipped with a manual hoist. An electrical interlock will disable the electrical controls TURN OFF POWER TO THE OPERATOR BEFORE when the hoist is used. MANUALLY OPERATING YOUR DOOR. r To operate the hoist: Chain Keeper 1. Pull the disconnect chain (small chain) to engage �C (with pad locking provisions) the hoist mechanism. The disconnect chain may be a ' �'. \ �- f locked in position by slipping the end through the �- .:. keyhole of the chain keeper mounted on the wall. r 2. Operate the door in the desired direction by pulling •.o0 ,� / ' / 1 -., ' 1 on one side or the other of the continuous loop hoist I'_ j_�" i , ®; 1 chain (large chain). /, It ,i I 3. The disconnect chain must be released from the.' ; L" ; \ 1 °' % I chain keeper before the door will operate again 'fib, I I ' .1/ , electrically. '\'",,,,::, ` ;IL 1 - ' Electrical Interlock with Hoist for Models H and NJ BRAKE ADJUSTMENT The brake is adjusted at the factory and should not need additional adjustment for the the fife of the friction pad. Replace friction pads when necessary. Refer to the illustration for identification of components for the solenoid type brake system. Solenoid Brake System Plate Assembly Release Lever ( (7-";:- 1": ‘>",,... / U - 1 . ',..,, i k °'f .'I ) t , i Friction Pads ` C al a/ ° II 1 e ; r - : Solenoid `-...e f ,f Actuator Plate 5 - ENTRAPMENT PROTECTION ACCESSORIES (OPTIONAL). • SENSING EDGES & PHOTO EYES • �± Sensing devices supplied for door industry type operators 1� O E _�.` E with an isolated normally open (N.O.) output are compati- ble with your operator. This includes pneumatic and elec IT IS STRONGLY RECOMMENDED THAT A SAFETY PHOTO EYE OR SENSING EDGE BE tric edges, and through beam and retro reflective photo USED IN CONJUNCTION WITH THE OPERATOR. eyes. If your door does not have a bottom sensing edge or safety photo eyes and you wish to add a safety device to your application, please contact your local LiftMaster WIRING: Authorized Dealer. For wiring of your sensing device to the operator, refer to the wiring diagram supplied with your opera - If not pre - installed by the door manufacturer, mount the tor. See field connection terminals identified as sensing edge on the door according to the instructions pro-Sensing Device or Safety Edge. vided with the edge. The sensing edge may be electrical- ly connected by either coiled cord or take -up reel. Refer to TAKE -UP REEL: Take -up reel should be installed the steps below. 12" above the top of the door. Important Notes: a) Proceed with Limit Switch Adjustments before making COIL CORD: Connect operator end of coil cord to any sensing edge wiring connections to operator as Junction box (not supplied) fastened to the wall described below. approximately halfway up the door opening. b) Electrician must hardwire the junction box to the oper- ator electrical box in accordance with local codes. • LIMIT SWITCH ADJUSTMENT _ MAKE SURE THE LIMIT NUTS ARE POSITIONED BETWEEN THE LIMIT SWITCH ACTUATORS BEFORE PROCEEDING WITH ADJUSTMENTS. ( 1. To adjust limit nuts depress retaining plate to allow nut to spin freely. After adjustment, release plate WARNING • and ensure it seats fully in slots of both nuts. 2. To increase door travel, spin nut away from actu- TO AVOID SERIOUS PERSONAL INJURY OR DEATH ator. To decrease door travel, spin limit nut FROM ELECTROCUTION, DISCONNECT ELECTRIC toward actuator. POWER BEFORE MANUALLY MOVING LIMIT NUTS. 3. Adjust open limit nut so that door will stop in open position with the bottom of the door even with top of door opening. If other problems persist, call our toll -free number for 4. Repeat Steps 1 and 2 for close cycle. Adjust close assistance - 1- 800 -528 -2806. limit nut so that actuator is engaged as door fully seats at the floor. OPEN Limit Switch 0 CLOSE Limit Switch 101 0� ctuator (( (o oI ✓ IoI IIIIIIIIIUII�� - lannanNIIIIDIIIIIIII IIIIII o 0 etaining Plate e O CLOSE OPEN i i wn w.p Yorr Dwn9 lnrel SAFETY Aux. OPEN Limit Switch (Aux. Close) Limit Switch 6 POWER WIRING CONNECTIONS Remove the cover from the electrical enclosure. Inside this enclosure you will find the wiring diagram(s) for your unit. Refer to the diagram (glued on the inside of the cover) for all connections described below. If this diagram is missing, call the number on the back of this manual. DO NOT INSTALL ANY WIRING OR ATTEMPT TO RUN THIS OPERATOR WITHOUT CONSULTING THE WIRING DIAGRAM. '9�i/®' - 11 1. Be sure that the power supply is of the correct ��� �'� ^ �� o�no� voltage, phase, frequency, and amperage to supply the operator. Refer to the operator nameplate on the DISCONNECT POWER AT THE FUSE BOX BEFORE cover. PROCEEDING. OPERATOR MUST BE PROPERLY GROUNDED AND CONNECTED IN ACCORDANCE WITH LOCAL 2. Using the 1- 1/16" dia conduit access knockout ELECTRICAL CODES. NOTE: THE OPERATOR as shown below, bring supply lines to the operator SHOULD BE ON A SEPARATE FUSED LINE OF and connect wires to the terminals indicated on the ADEQUATE CAPACITY. WIRING CONNECTIONS DIAGRAM. ALL ELECTRICAL CONNECTIONS MUST BE MADE BY A QUALIFIED INDIVIDUAL. DO NOT TURN POWER ON UNTIL YOU HAVE FINISHED MAKING ALL POWER AND CONTROL WIRING CONNECTIONS AND HAVE COMPLETED _ THE LIMIT SWITCH ADJUSTMENT PROCEDURE. WAR CAUTION: THIS UNIT MUST BE PROPERLY TO AVOID DAMAGE TO DOOR AND OPERATOR, GROUNDED. A GROUND SCREW IS SUPPLIED IN MAKE ALL DOOR LOCKS INOPERATIVE. SECURE THE ELECTRICAL BOX FOR CONNECTION OF LOCK(S) IN "OPEN" POSITION. THE POWER SUPPLY GROUND WIRE. FAILURE IF THE DOOR LOCK NEEDS TO REMAIN TO PROPERLY GROUND THIS UNIT COULD FUNCTIONAL, INSTALL AN INTERLOCK SWITCH. RESULT IN ELECTRIC SHOCK AND SERIOUS INJURY. ' ON THREE PHASE MACHINES ONLY! Incorrect phasing of the power supply will cause the motor to rotate in the wrong direction (open when CLOSE button is pressed and vice - versa). To correct this, interchange any two of the incoming three phase power lines. CONDUIT ACCESS — i ° , 0.. °. 1 -1/16' Dia Knockout for ° ° power wiring conduit access ° ° .9.-j, _\ °° (1 nearside) I • ° � o • ° ;0 ��, 0 WARNING Do Not :Run Power & 7/8" Dia Knockouts for Control`Wiring in the power wiring conduit access ( Same Conduit (2 on end panel) 7 CONTROL WIRING DETERMINE WIRING TYPE Refer to the wiring diagram located on the inside cover the electrical box to determine the type of control wiring. Standard C2 or B2 Wiring PECIAL'a1:DN1:RDL Standard operators are shipped from the factory with • 11 UIRINGDATA. f.r. : %, " WIRI jumper set for C2 wiring, which requires constant pressure on button to close the door. If momentary "'�►'�' °"' " °s ; contact on close direction is desired (B2 wiring) you Control Wiiing.. must include an entrapment protection device. See SUPPLEMENTAL WIRING DIAGRAM(S) close control jumper setting below. e Constant pressure on close (C2 wiring) Wiring Red jumper wire was placed on terminal #2 in Type electrical enclosure. The operator will require REPLACEMENTWIRING DIAGRAM constant pressure on close control in order to keep door moving in the close direction. Note: Supplemental Wiring Diagrams are to be contact on close (B2 wiring) Replacement used in Wiring to Diagram is. ® Momentary ( g) Replacement Wiring Diagram is to be used Move red jumper wire from terminal #2 to terminal in place of 1742 -1. #3. The operator will require only momentary contact to close the door. • Wiring Diagram label on inside cover of electrical box SPECIALCONTROL WIRING .. If your operator was shipped from the factory with non- standard control wiring or with optional acces- sories that require addition instructions, refer to the wiring diagram(s) indicated in the special control wiring data box. When a replacement wiring diagram I1tLPORTAlt'TNOTE: If " wiring diagram is missing, is present, wiring diagrams in this manual will not 01 7011 are unsure of the wiring tips for your operator, con - apply. Refer only to the replacement wiring diagram tact the customer service department r,, I -800- 528 -2806. for all connections. LOCATING THE CONTROL STATION All operators are supplied with some type of control station. Generally a three button station (OPEN /CLOSE /STOP) is provided. A two - position key switch or control station (OPEN /CLOSE) may be added or substituted when requested at the time of order. Mount the control station near the door. . : • VARNIINa IMPORTANT: Mount WARNING NOTICE beside or INSTALL THE CONTROL STATION WHERE THE DOOR below the push button station. IS VISIBLE, BUT AWAY FROM THE DOOR AND ITS HARDWARE. IF CONTROL STATION CANNOT BE Control station INSTALLED WHERE DOOR IS VISIBLE, OR IF ANY DEVICE OTHER THAN THE CONTROL STATION IS USED TO ACTIVATE THE DOOR, A REVERSING EDGE Push W A:E'N�II,•N'G. A Inc, E ITJSTBEINST ALLEDON E TO PREVENT ENTRAPMENT FAILURE TO INSTALL A REVERSING EDGE UNDER Button DO NOT START DOOR DOWNWARD THESE CIRCUMSTANCES MAY RESULT IN SERIOUS m UNLESS DOORWAY IS CLEAR INJURY OR DEATH TO PERSONS TRAPPED BENEATH THE DOOR. WARNING Notice 8 CONTROL WIRING (con't) Radio Controls On all models with type B2 control wiring, a terminal WARNING::: : bracket marked R1 R2 R3 is located on the outside of the electrical enclosure. All standard radio control DO NOT USE RADIO CONTROLS WITH YOUR receivers (single channel residential type) may be OPERATOR UNLESS YOU HAVE INSTALLED mounted to this bracket. The operator will then open SOME TYPE OF ENTRAPMENT PROTECTION a fully closed door, close a fully open door, and f DEVICE. THE USE OF RADIO CONTROLS reverse a closing door from the radio transmitter. PRESENTS POTENTIAL HAZARDS DUE TO THE However, for complete door control from a 'transmitter, USER'S ABILITY TO OPEN OR CLOSE THE DOOR WHEN OUT OF SIGHT OF THE DOOR. IN a commercial three - channel radio set (with ADDITION, IF A SINGLE CHANNEL CONTROL IS connections for OPEN /CLOSE /STOP) is USED, THE USER WILL NOT BE ABLE TO STOP recommended. THE DOOR FROM THE TRANSMITTER. Additional Access Control Equipment Locate any additional access control equipment as desired (but so that the door will be in clear sight of the person operating the equipment), and connect to the terminal block in the electrical enclosure as shown on the FIELD WIRING CONNECTIONS diagram. Any control with a normally (N.O.) isolated output contact may be connected in parallel with the OPEN button. More than one device may be connected in this manner. Use 16 gauge wire or larger for all controls. DO NOT USE THE CONTROL CIRCUIT TRANSFORMER (24VAC) IN THE OPERATOR TO POWER ANY ACCESS CONTROL EQUIPMENT OTHER THAN A STANDARD RESIDENTIAL TYPE RADIO RECEIVER. External Interlock Switch The operator has a terminal connection for an external interlock switch. This switch must be a normally closed (N.C.) two -wire device with a contact rating of at least 3 amps @ 24VAC. When such a switch is connected as shown on the FIELD WIRING CONNECTIONS diagram, the control circuit will be disabled when the switch is actuated, thereby preventing electrical operation of the door from the control devices. CLUTCH ADJUSTMENT (OPTIONAL MODIFICATION) 1. Loosen set screws on clutch nut. 2. Back off clutch nut until there is very little tension on the clutch spring. � 3. Tighten clutch nut gradually until there is just C'7 \\ r enough tension to permit the operator to move the (3)SET I — \. �\ \ door smoothly but to allow the clutch to slip if the door \ \ \ f is obstructed. When the clutch is properly adjusted, it SCREWS \ \ \ \ \I should generally adjusted, it should generally be \ \ 1 possible to stop the door by hand during travel. s • W I \` TO AVOID SERIOUS PERSONAL INJURY OR DEATH FROM ELECTROCUTION, DISCONNECT ELECTRIC CAUTION: The torque limiter clutch is NOT an POWER TO OPERATOR BEFORE ADJUSTING SLIP automatic reversing device. An electric or CLUTCH. g pneumatic reversing edge can be added to bottom edge of door if desired. 9 CONNECT REVERSING EDGE DEVICE (OPTIONAL) The operator has been pre -wired to accept i connection of a reversing edge device. Connect the . i. • , normally open contacts to terminals T4 and T8 on the low voltage terminal block. A cut -off switch will de- IF CONTROL STATION CANNOT BE INSTALLED WHERE activate the safety device during the last few inches of DOOR IS VISIBLE, OR IF ANY DEVICE OTHER THAN the door's downward travel. THE CONTROL STATION IS USED TO ACTIVATE THE DOOR, A REVERSING EDGE MUST BE INSTALLED ON THE BOTTOM OF THE DOOR. FAILURE TO INSTALL A REVERSING EDGE UNDER THESE CIRCUMSTANCES MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH TO PERSONS TRAPPED BENEATH THE DOOR. NOTICE: This equipment has been tested and found to comply with the limits for a Class A digital device, pursuant to Part 15 of the FCC Rules. These limits are designed to provide reasonable protection against harmful interference when the equipment is operated in a commercial environment. This equipment generates, uses, and can radiate radio frequency energy and, if not installed and used in accordance with the instruction manual, may cause harmful interference to radio communications. Operation of this equipment in a residential area is likely to cause harmful interference, in which case the user will be required to correct the interference at his own expense. i TEST THE SYSTEM Turn on power. Test all controls and safety devices to - make sure they are working properly. It will be t WARNING necessary to refer back to page 6 for fine adjustment of the limit switches. DO NOT PLACE HANDS OR TOOLS IN OR NEAR THE OPERATOR WHEN THE POWER IS ON OR IMPORTANT NOTES: WHEN TESTING CONTROL OR SAFETY • Do not leave operator power on unless all safety DEVICES. ALWAYS DISCONNECT POWER and entrapment protection devices have been BEFORE SERVICING OR ADJUSTING THE tested and are working properly. OPERATOR. • Be sure you have read and understand all Safety Instructions included in this manual. • Be sure the owner or person(s) responsible for operation of the door have read and understand the Safety Instructions, know how to electrically operate the door in a safe manner, and know how to use the manual disconnect operation of the door operating system. 10 �!�`f W > ': - `%"` IVlAINFit SCHE®13 Eit-707M7X-72WW,T,TTiMelgaVil Check at the intervals listed in the following chart. EVERY EVERY EVERY ITEM PROCEDURE 3 MONTHS 6 MONTHS 12 MONTHS Drive Chain Check for excessive slack. Check & adjust as required. Lubricate.* ® j Sprockets Check set screw tightness a 0 Fasteners Check & tighten as required Manual Disconnect Check & Operate Bearings & Shafts Check for wear & lubricate ® a 6 Use SAE 30 Oil (Never use grease or silicone spray). O Repeat ALL procedures. E Do not lubricate motor. Motor bearings are rated for continuous operation. 10 Inspect and service whenever a malfunction is observed or suspected. ® CAUTION: BEFORE SERVICING, ALWAYS DISCONNECT OPERATOR FROM POWER SUPPLY. HOW TO ORDER REPAIR PARTS OUR LARGE SERVICE ORGANIZATION SPANS AMERICA INSTALLATION AND SERVICE INFORMATION ARE AVAILABLE 6 DAYS A WEEK CALL OUR TOLL FREE NUMBER - 1- 800 - 528 -2806 HOURS 7:00 TO 3:30 p.m. (Mountain Std. Time) MONDAY Through SATURDAY WHEN ORDERING REPAIR PARTS PLEASE SUPPLY THE FOLLOWING INFORMATION: PART NUMBER DESCRIPTION MODEL NTTMBER ADDRESS ORDER TO: THE CHAMBERLAIN GROUP, INC. Electronic Parts & Service Dept. 2301 N. Forbes Blvd., Suite 104 Tucson, AZ 85745 11 SINGLE PHASE SCHEMATIC DIAGRAM 1742- ( R PUR _ HUBK W W PUR BUBK W W HL • 8 p LCIEI HL 8 1 W YEL ,,. CD LL i ma_ •5 >2 YEL 5 2 3 > In W o W GY 4 , 2_ __BUBK r = GY 4 BUBK N = S 115 VOLT - 1 PHASE 230 VOLT -1 PHASE MOTOR CONNECTION MOTOR CONNECTION (YE) L2� (BK) OP II I 1PHASE OVERLOAD a CLP 3 • 5 CL (BK) c � POWER IN L1 O J _J a s ( (GY) a 3 l 2 TO MOTOR (BK) 0 (BK) (PUR) (SEE NOTE #1) 230V MODELS -------. T OP 115V MODELS S2 i ( 1 (EL) CL 16 I ! 5 (BR HAND CHAIN EXTERNAL INTL'K SWITCH 3 STOP 4 INTERLOCK 5 (WHEN PRESENT) 0 „ , � (BRN :% (SEE NOTE #1) NC C (BRN) 24VAC (YEL (YELI SEC. (YEL) 141 _ OP OPEN (OR) {Y) 1 (OR) (OR) OPEN (OR) WIRE IR LIMIT SWITCH . o C ( NO Al OP A2 NC C i NUT AUX. CLOSE SAFETY EDGE 1 0 (GY) LIMIT RED (RED) P.3 (RED) I NC C (GY) (OR) R1 (OR) (OR) NC OPEN & CLOSE 7 (YELI a r' O AUX. OPEN C LIMIT SWITCH RADIO TO (YEL) NO (OR) OPEN & CLOSE R2 (PUR) CLOSE CLOSE IR R1 LIMIT SWITCH „ (P) 1 1 (R) (PUR( PUR PUR PUR C NO A2 0 Al NC C PUR ;TIMER TO CLOSE, (PUR 14 CL (RED) (OPTIONAL) O 13 * - Shipped from Factory ". 3''CLOSE CONTROL WIRING'(OPTIONS '+ . *C2 WIRING _Co nStan tAr esss ur e to.Cl , RED WIRE` ON TERMINAL #2,(Shipped from Factoy) :" iB2 Momentary'ContacttoClose : A4OVE:3EDWIRE?FROM TERMINAL #2TO TERMINAL #3 NOTE: ) 1. Voltage same as line voltage. 12 SINGLE .PHASE 'WIRING DIAGRAM 1 742 -1 I ®j � O N TO TERMINAL f2 RADIO f PURPLE . --L'_ ! ® i4 L E 1 L�i1 R3 RECEIVER I TIMER - . 1E0 f PURPLE AUS.TERMINAL flE0 TO TERMINAL 13 Always DisconnecC - I OPTIONAL ) BLOCK FOR RADIO PDWer.WheneVer, Nc _ YELLOW —GREY Installing:or'Servicing • AUX.OPE N PURPLE us . - ORANGE GREY -� the Door.Operator. . • OPEN CLOSE LIMIT SWITCHES LIMIT SWITCHES OPE NC ORANGE O CLOSE LS PURPLE -NC US ORANGE J o — PURPLE BLACK �_� CONTACTOR PURPLE LE I`E. PURPLE— BROWN RED I® CLOSE 6 PURPLE LOAD YELLOW I 1 RED �� 2AVAC x LINE PU IQ 0 1 - BLACK.-Q•Y — YELLOW I° T7 fi SUPPLY WHITE BLUE ONLY - - -: ISV. Q WHITE —.--e,___ ONIY , A r ORANGE 3 MI WIRE NUT -YELLOW 1© al. YE U pj WHITE El Q BLACK . , BLACK 1e OPEN © WNRE I r BLACK SEE NOTE 2 I OVER LOAD [ BLACK ,, , RED PURPLE BLACK PURPLE — ORANGE p Nils p •c No Nc Ri o c xx lR u p p RELAY p p p - RELAY I ORANGE RED •C INTERLOCK y - ORANGE PURPLE RED BACK ( OPTIONAL) d y x SEE NOTE BELOW. o Y ` ' P BL-BK o- Ohl u 6 6 1 i r o m R O) T o m m Y 'Milli! w Wac ¢owe ` 3 � mi5 s� �`; � � w � �� �3 �� 0 115V. CONNECTION IONK a 1111111111111111111 GROUND P BL-13K o F BL ‘)'' o� RUBY. x - Shipped from Factory c.a. c JEx :CLOSE 'CONTROL- ! Y Y y ...1.2 r trLK . .WIRING 'OPTIONS BRAKE �— BL-BK TO OPEN Li L2 xC2 WIRING: - _ ( WHEN REO'D) ANO CLOSE uro 230V. CONNECTION �---�� "Conslant•Pre M.Close NOTES: xx - IRED WIRE ONTERMINAL - TO REVERSE MOTOR DIRECTION: INTERCHANGE PURPLE & 1 PHASE .. Sh - 1 POWER IN ' .1 PP ed from Fectpry) MOTOR LEADS AT CONTACTOR 1 & 3. • - 2) WIRE MUST BE REMOVED FOR 230V 1 PH OPERATION. B2 WIRING : , . • SAFETY , Momentary COntaet to LlOSe - Transformer Primary & Relay Voltage same as Line Voltage. EDGE MOVE RED WIRE FRDM TERMINAL-U2 TO TERMINAL lip • 13 THREE PHASE'SCHEMATIC.DIAGRAM BRN BUBK R BRN r BUBK r BUSK Z t _ 0 . I a W GY •� 2 I w , GY Y ...--7" ...--7" GY PUR • 8 5 * cc PUR 6 w BRN Q w •o O/L co a o os OIL* m a PUR 2 m a_ Z OIL* $ YEL 9 0 6 o . Z Y EL • 3 9 6 > Z BRN ` > O r>w �O o wn Z • BRN BUBK BRN BUBK N YEL 3 _ BUBK 230 VOLT - 3 PHASE * - SEE NOTE #2 460 VOLT - 3 PHASE 575 VOLT - 3 PHASE MOTOR CONNECTION MOTOR CONNECTION MOTOR CONNECTION OVERLOAD (SEE NOTE #2) (GY) L3 I' (OK) I - CL OP � '' I 3 4 • 5 H 6 • 3 PHASE (BK) OP CL POWER IN L2r�1 *--1 I • • 4 3 1 1 I 2 TO MOTOR � (OK) OP • ( PUR) L1 ZS? ' CL ' (YEL) 6 I 5 (BK) (BK) (BR) HAND CHAIN OVERLOAD PRI. EXTERNAL INTL'K SWITCH 3 STOP q INTERLOCK 5 (WHEN W•- PRESENT) (SEE NOTE #2) � j (BRN) , '. T1 (SEE NOTE #1) � NC C (BRN) (8RN) (�1 2S E C (YEL) SEC. (YEL) 141 OP OPEN \ OPEN (08) 13 1 (OR) LIMIT SWITCH • ..��o o tt OP (OR) X04 (OR) WIRE Al A2 NC C NUT AUX.CLOSE SAFETY EDGE 10 (Gy) LIMIT SWITCH (RED (RED) R3 (RED) "( NC C (GY) OR( R I (OR) (OR) NC HCLOSE 7 (YEL) AUX. OPEN o--...i:■ C LIMIT SWITCH TO YEL NO CLOSE (YEL) (OR) R1 , [ ' R2 (PUR) CLOSE CLOSE 2 OSE R1 LIMIT SWITCH (PUR) (PUR) PURL (PUR (PUR �� o - A2 Al NC . . C (PUR) ;TIMER TO CLOSE: (PUR) 14 — CL (RED) (OPTIONAL) (RED) 13 ti - Shipped from Factory v'_._:M•. CLOSE CONTROL --.WIRING.OPTIONS :,.. *C C2tWIRING4 - C onsta nt Pr esssure to Cl ose RED WIRE ONTERMINAL#2 ( Shipped from Factory): 5B2iWIRING"i :Momentary C t Clos 'MOVE REDWIREFRQM - 'TERMINAL #2TO:7ERMINAL- #3 NOTE: 1. Voltage same as line voltage 2. Overload in motor for models up to 3/4 Hp, located in limit box for 1 Hp and above. s 14 THREE .PHASE WIRING :DIA TO TERMINAL 6 - al-- PURPLE RADIO n e LLOw TIMER I =WARNING' RECEIVER { f (OPnDNAL) - _ - fl 3 c! RED ••••`.— PURPLE J..o I • Al w ay s . Di sconnect B RED TO TE7UiNAL C7 Power Whenever.. AU%.TENMINAL BLOCK PON RADIO Installing.or Servicing — YELLOW GREY ` NO - PURPLE "the: O pe ra t or . AUXOPEN NC _ ORANGE GREY - KC SAFETY - a� O _� OPEN CLOSE — LIMIT SWITCHES LIMIT SWITCHES OPEN — O __ O L ' S c G- ORANGE .PURPLE NC CLj 7 C O — ORANGE PURPLE BACK -.---- 1 PURPLE I m rid CLOSE fl VlO1HPLE : BROWN — RED 1� Eli g�CKE — LO ** LINE YELLOW � „ FM AC GREY i � I 1 BLACK YELLOW PURPLE BLACN XFMRfi 1111 �” WHILE ��1� r hull WIRE NUT ORANGE 7 i � ORANGE ORANu 1© �i BLACK =� i BLACK O II 7 I BLACK __ - __L , BROWN 1 D - - - - RED PURPLE PURPLE ( RE LA Y � • C NO NC _~ - BROWN , - 1 1 BROWN r�] ORANGE I ► O ORANGE il RED L OVERLOAD ( 3/4 HP & BELOW) I (1 HP A ABOVE ONLY ) x (1 HP & ABOVE ) —Q O•••-- NOTE: - INTERLOCK s 0 ., BELOW) (OPTIONAL) g$ - m i E LK II na IN m o a o o r u m m m b ,.� Dv 7 G BR ,, L — BR _ O O O O O ,„ 7 10 Li L2 L3 O 9 6 J o _ n,. 0 0 0 0 0 0 230V. CONNECTION GROUND OPEN x - Shipped from Factory l� BL-BK o BR Y • T • ` . J _ i g _ � - EXT. cCLOSE CONTROL _ INTLK. I WIRING 'OPTIONS BL rD • 2 WIRING ,�: . . : - . . _r____ 6F V ' 3 w TO OPEN Li L2 L3 x.0 CLOSE • BRAKE 2 a _ L_ AND CLOSE "' Co' nstanT Presssuie I N Close (WHENRED•D) ,� � ' RED WIRE,ONTERMINAL aL eK •� • ( • xx ped . i . l Fact 460V. CONNECTION STOP 3 PHASE - t12 (Ship POWER IN :azwIRING.:, •• • • - - M r Contact to Clo • S AFETY OVERED WIRE.FROM Gv ;T Ef N3 ER NOTES: EDGE AP 1) TO REVERSE MOTOR DIRECTION: INTERCHANGE ANY 2 OF THE 3 POWER WIRES AT F Lt. L2 & L3, OR EXCHANGE PURPLE & GRAY MOTOR LEADS AT CONTACTOR 1 & 3 BLaK (3PH UNITS ONLY). 575V. CONNECTION •- Transformer Primary Voltage same as Line Voltage. 15 REPAIR PARTS KITS — ELECTRICAL BOX Below are replacement kits available for your operator. For replacement of electrical box, motor or brake components be sure to match model number of your unit to kit number below to ensure proper voltage requirements. Optional modifications and /or accessories included with your operator may add or remove certain components from these lists. Please consult a parts and / service representative regarding availability of individual components of kits specified below. Refer to page 11 for all repair part ordering information. Complete Electrical Box Replacement Kits Motor Kits To order a complete electrical box replacement kit, add a K20- 1050C2 Models GHSO11 M, GHSO21 M K- prefix to the model number of your operator. For K20- 305004 Models GHSO23M, GHSO43M, GHSO38M example: K20- 3050M5 , Model GHSO53M GHSO11 M (Operator) = K- GHSO11 M (Elec. Box Kit) K20- 515006 Models GHSO25M E Box Sub - Assembly Kits K20- 1075C2 Models GH7511M, GH7521M K72-12510 Electrical trica Limit Shaft Assembly K20- 307504 Models GH7523M, GH7543M, GH7538M K20- 3075C5 Model GH7553M K75 -12511 Limit Switch Assembly K20-5175C6 Model GH7525M Complete Gear Reducer Housing Kits K20- 1100C2 Models GH1011M, GH1021M See Page 18 for more information K20- 310004 Models GH1023M, GH1043M, GH1038M Shaft Assembly Kits K20- 310005T Model GH1053M K72 -12789 Hand Chain Shaft Assembly K20-511006 Model GH1025M K72- .13379 Hand Chain Shaft Assembly K20 115002 Models GH1511M, GH1521M K75 -12783 Disconnect Assembly K20- 3150C4 Models GH1523M, GH1543M, GH1538M K20- 315005T Model GH1553M Complete Brake Assembly Kits K20- 5115C6 Model GH1525M K75 -12584 115VModels K20- 3200C4 Models GH2O23M, GH2O43M, GH2O38M K75 -12585 230 -460V Models K20- 320005 Model GH2O53M K75 -12586 575V Models K20- 3300C4 Models GH3023M, GH3043M, GH3038M Brake Solenoid Plate Assembly Kits K75 -11034 115V Models Individual Components K75 -11035 230 -460V Models 21 -5115 Transformer, 115V Operators K75 -11036 575V Models 21 -5230 Transformer, 230V Operators * COMPLETE ELECTRICAL'BOX KITS 21 -5460 Transformer, 380-460V Operators 21 -5575 Transformer, 575V Operators Item P/N Description Qty 1 03- 8024 -K Contactor 1 24 -115 -1 Relay, 115V 1Ph Operators 2 10 -13900 Electrical Box (No Tabs) 1 24-230-5 Relay, 230V 1Ph Operators ( 3 10 -10115 Electrical Box Cover 1 OVERLOADS 4 21 -5xxx (See Individual Components) 1 5 23 -10916 SPDT Interlock Switch 1 ITEM s ITEM •� 0. . n v o. v y a 6 24 -xxx -x (See Individual Components) 1 CO c CO o ir, n `" E c E . E — E u., 0 o E o E o f o f N¢ o a o `� o¢ 4 - 7 24 -24 -1 24VAC DPDT Relay 1 `" ¢ a �, a a N a o "' ° ° . ° u, N .D N ta, m N O r N N cD cP) 7 a `T "T Y 8 25 -2xxx (See Overloads) 1 OPERATOR N . - N 2 N N N , i ., ,, ; 9 25 -4xxx (See Overloads) 1 GHSO11 M • 10 42 -10040 Terminal Block, Radio 1 GHSO21M 0 _ - 11 42 -110 Terminal Block, 10 Position 1 GHSO25M * Electrical Box Kits include parts from K72 -12510 and K75 -12511 GH7511M GH7521M 0 K72 12510 LIMIT SHAFT=ASSEMBLYKIT- GH7525M e I Item P/N Description Qty GH1011M m L1 11 -10021 Limit Shaft, Standard T 1 GH1021M L2 12 -1D028 Flange Bearing, 3/8" I.D. 2 GH1023M L3 13 -10024 Limit Nut 2 GH1043M L4 15- 48B9AXX Sprocket 48B9 x 3/8" Bore 1 GH1053M 6 L5 80 -10025 Washer, Shim 3/8" I.D. x .050 THK. 1 GH1025M 0 L6 80 -10026 Washer, Shim 3/8" I.D. x .010 THK. 4 GH1038M L7 86 -RPO4 -100 Roll Pin, 1/8 DIA. x 1" Long 1 GH1511M L8 87 -E -038 E Ring, 3/8" 1 GH1521M GH1523M co ':K7512511. 'LIMITSWITCHASSEMBLY KIT GH1543M ID Item P/N Description Qty GH1553M S1 10 -10013 Depress Plate 1 GH1525M S2 10 -12553 Nut Plate, Switch 4 GH1538M S3 10 -12806 Backup Plate 2 GH2O23M S4 18 -10036 Spring, Depress Plate 2 GH2O43M S5 23 -10041 Limit Switch 4 GH2O53M S6 31 -12542 Standoff, Limit Switch 4 GH2O38M ( S7 82- PX04 -20 Screw, #4-40 Pan Head Phillips 8 - o 58 82- PX06 -16 Screw, #6 -32 x 1" Pan Hd Phillips 2 GH3023M S9 84 -LH -06 Locknut, #6 -32 Nylon Hex 2 GH3043M GH3038M 16 End ...9) ,i 0 ,is---\ , , A /_;,, r . ©, ./---- \...... ,. 6') 1 'i. / 1\1 -, i ,/ o.._ 4 ,%, ,4.1 / /.4.( » u0072 :://* i,. / \ / / \ ) \ \ /\\ •4 ", / — — 7 / /-7-/----7 L ' i'. - , • , a -- ----. .:: / • ,, Nt. All 0 A r , 9 id \ -.) (-:.,) ify , ..,... i . . \ \.-‘)//\ T.,.. -:. r . / \9 / d‘ \ 1 , 9 0 ,/'' 74 / , \ ' .fft)) # // \ \ ,., 4 / \ , \% % 2'43 , ,.\,, a , 0 -- e_'_---, 1 0 \ ,/ 1 /, \ - 0 ,,_... Ar (' / CL) \ . C.• — — f ki i 1,...(43) / X ; /' • / —....=. . El \ ' M eP`"7-42 / c , / 0 , \ < ,Y/ / • / \ \l'o. ..■ .'.' e oir 0 CC ‘ \ / 7 0 . \ \ •,—/ .A.,f V • \ \e \ \ \,/ W i! / , (.(t'-0) •S' 0 - fv . A. \ • t, am.. ./ - \ . -. / .\\ \ ' . W f ,,, .- '%,, '• ( 2 A ,,, ‘ ,• __________ / / \ ,.. v • _,.* i• A .„.,.., • F. \ \ , rr - ( \\,,,;\ / /---- \ \ -) \ ,\\ // EL. it tz--7 ( 0 ) , 7 7; ___ _y. / . \\/:/ s Z•///' - ' /7 U) f . ,„• REPAIR PARTS KITS - MODEL GH Refer to the parts lists below for replacement kits available for your operator. If optional modifications and /or accessories are included with your operator, certain components may be added or remove from these lists. Individual components of each kit may not be available. Please consult a parts and service representative regarding availability of individual components. Refer to page 11 for all repair part ordering information. INDIVIDUAL PARTS K72- 12789'oR K72-13379 ITEM PART # DESCRIPTION QTY HAND CHAIN SHAFT KIT 1 10 -11045 Elec. Box Mounting Bracket 1 2 15 -4SB 18LGE Sprocket, 48518 LGE 1 I T EIV1 PART # DESCRIPTION QTY 15- 48B18QGH Sprocket, 48B18 QGH (3HP Models) 1 H1 08 -11012 Bevel Gear, 5/8" ID 1 3 15- 50B12LGH Sprocket, 50812 LGH 1 75 -13334 Bevel Gear Assy, 3/4" ID (3HP) 1 15- 80B9QGH Sprocket, 8089 QGH (3HP Models) 1 H2 08 -11013 Bevel Gear, 3/4" ID 1 4 See Page 16 Electrical Box 1 08 -13333 Bevel Gear, 3/4" ID 24 Tooth (3HP) 1 5 See Page 16 Motor 1 H3 10 -10882 Hand Chain Guide 1 6 See Var. Comp. Gear Reducer 1 H4 11 -11105 Hand Chain Shaft, GH 1 H5 12 -10029 Bearing, 3/4" I.D. 2 H6 12 -10883 Nyliner Bearing 1 K75 -12783 DISCONNECT ASSEMBLY KIT H7 18 -11008 Compression Spring, GH 1 ITEM PART # DESCRIPTION QTY H8 75 -10884 Chain Wheel Assembly 1 D1 10 -11021 GH Disconnect Lever 1 H9 80 -10022 Shim Washer, Thick 4 D2 10 -11023 Bevel Gear Yoke 1 H10 80 -11014 Washer, .656 I.D. x 1.25 0.D. 1 D3 10 -11024 Brake Release 1 H11 86 -RP08 -108 Roll Pin, 1/4" x 1 -1/2" Long 1 D4 10 -11029 Actuator Bracket 1 H12 86 -RP10 -110 Roll Pin, 5/16" x 1 -5/8" Long 1 D5 10 -11030 Switch Actuator 1 H13 86 -RP10 -208 Roll Pin, 5/16" x 2 -1/2" Long 1 D6 11 -11106 Disconnect Shaft 1 H14 87 -E -062 E Ring, 5/8" 1 D7 18 -11007 GH Tension Spring 1 H15 87 -E -075 E Ring, 3/4" 4 D8 19 -8A -12 12ft. Of Sash Chain 1 D9 82- PX08 -04T Screw, #8 -32 x 1/4" Self Tap 1 D10 82- SH10 -14 Screw, #10 -32 x 7/8" Long 2 BRAKE ASSEMBLY KITS ( D11 82- WX10 -08T Screw, #10 -32 x 1/2" Serrated FI. 2 KIT REQUIRED FOR OPERATOR(S) D12 84 -FN -10 Nut, #10 -32 Serrated Flange 2 K75-12584 115 Volt Models D13 85 -FW -50 USS Flatwasher, 3/4" 3 K75 -12585 230 -460 Volt Models D14 85 -LS -10 410 Lockwasher ZP 2 K75 -12586 575 Volt Models D15 86 -CPO4 -112 Cotter Pin, 1/8" x 1 -3/4" Long 3 D16 86 -RP06 -300 Roll Pin, 3/16" x 3" Black Oxide 1 ITEM PART # DESCRIPTION QTY B1 07 -10179 Brake Hub 1 B2 10 -10190 Brake Release Lever 1 COMPLETE GEAR. REDUCER HOUSING KITS B3 10 - 10191 Brake Disk 1 KIT REQUIRED FOR OPERATOR(S) B4 11 -10192 Spring Cup for Brake Assembly 4 K75 -12829 Up to 1HP, 115 Volts B5 11 -10193 Brake Stud 4 K75 -12830 Up to 1HP, 230 -460 Volts B6 18 -10194 Spring, Compressiu x .67" 4 K75 -12831 Up to 1HP, 575 Volts B7 31 -10186 Spacer, .20" x .31" Long 2 K75 -12832 1.5 to 2HP, 230 -460 Volts B8 75 -10184 Brake Pressure Plate Assembly 1 K75 -12833 1.5 to 2HP, 575 Volts B9 75 -11034 Brake Solenoid Assembly (115V) 1 K75 -12834 3HP, 230 -460 Volts 75 -11035 Brake Solenoid Assembly (230V) 1 ITEM PART # DESCRIPTION QTY 75 -11036 Brake Solenoid Assembly (575V) 1 G1 10 -11006 Housing Support Bracket 2 B10 80 -9001 Feather Key 1 G2 10-11026M1 Gear Brake Housing 1 B11 87 -P -062 Push on Fastener, 5/8" Int. Star 1 10- 12453M1 Gear Brake Housing (3HP Models) 1 G3 10- 11046M1 Housing Cover 1 * Gear Housing Kits also include: - VARIABLE COMPONENTS K75 -12788 Disconnect Assembly Kit ITEM PART # DESCRIPTION QTY K72-12789 Hand Chain Shaft Kit 75 -11034 Brake Solenoid Assy (115V Opers) 1 K72-13379 Hand Chain Shaft Kit (3HP Models) B9 75 -11035 Brake Solenoid Assy (230 -460V Opers) 1 K75 -12584 Brake Assembly Kit (115V Models) 75-11036 Brake Solenoid Assy (575V Opers) 1 K75 -12585 Brake Assembly Kit (230 -460V Models) 32 -11009 Gear Reducer (1 HP Opers, 45:1) 1 ( K75-12586 Brake Assembly Kit (575V Models) 6 32 -11010 Gear Reducer (1.5 -2 HP Opers, 45:1) 1 ' Brake Kit Voltage same as Operator Voltage. 32 -11011 Gear Reducer (3 HP Opers, 45:1) 1 18 S O 0 D11 t. 4 // • , • D / �� 5 12 D16 D8 O D5 �- ° {(��� o 0 D15 D13 G ® > ' <H 1 5 � �r /�,,�i (D3 :> n-7 7 � 1 � �" '. H 0 a: (Bic) 0 a ® 0 CID :� i ( ..:1'''' --'''' 443 0 ) 0 e 1 �. CH� rn l J } b fc36) IS ° 2 ®. H8 u�' 1' H� ..l Imo ,. H5 B1 B4 1 � H15 I �-, { . '' H12�— i 1 CID , Q O � 1 G 1 � — ® u l � � H 7 cc i W % - H4 ! O L_Q-s-12) Nur ET) f"' G }-110 < O 4- (G3 �- H5 \ 0 ) H15 CO • C-ONTRO.L_:CONNECTIO.N DIAGRAM IMPORTANT NOTES: 1) The 3 -Button Control Station provided must be connected for operation. ATTENTION ELECTRICIAN: 2) If a STOP button is not used, a jumper must be placed between termianls 3 and 4. USE 16 GAUGE OR HEAVIER WIRE 3) Auxiliary control equipment may be any normally open two wire device such as FOR ALL CONTROL CIRCUIT WIRING. pullswitch, single button, loop detector, card key or such device. • 3 BUTTON.STATION "or 3 POSITION KEYSWITCH w/ SPRING RETURN TO•CENTER AND STOP BUTTON 'I STANDARD 2 OR MORE KEY LOCKOUT 1 2 3 4 1 2 3 4 1 2 3 4 70 0000 1 y______ pe • • Ope L— Open Open _ :los: Close Close Close Stop • • • • p Sto Stop Stop Stop Keyswitch ALL CONTROL WIRING TYPES ALL CONTROL WIRING TYPES ALL CONTROL WIRING TYPES 2 BUTTON STATIONtor 3 POSITION KEYSWITCH•w /SPRING RETURNTO CENTER • 1 BUTTON. STATION •or _ . ANYAUXILIARY.DEVICE STANDARD 2 OR MORE 1 2 4 1 2 4 3 7 CO I CO r ? SEE NOTE #2 Iri'W SEE NOTE #2 SEE NOTES #2 AND #3 Open Open Open � — OPEN /CLOSE • • • • Close Close Close B2 or T1 • ALL CONTROL WIRING TYPES ALL CONTROL WIRING TYPES WIRING TYPES ONLY SENSING DEVICE TO.REVERSE•OR STOP ; .. ....RESIDENTIAL RADIO CONTROLS *OPEN TIMER TO CLOSE 3 10 R1 R2 R3 EXTERNAL /7. qpip 10 0 0 TERMINAL BLOCK Y 1 il • O O Sensing Device RADIO CONTROL ALL CONTROL WIRING TYPES • ALL CONTROL WIRING TYPES T1 WIRING - RADIO TO OPEN ONLY • TIMER -TO CLOSE w /WARNING:IJGHT • : EXTERNAL INTERLOCK.- Warning Light will activate 15 sec. before door closes. Remove Jumper 11 12 13 14 When Interlock is Used Auxiliary Terminal Block u ___ ___ 4 5 I 4 5 Power Supply for r • Timer Defeat / Warning Light '• { Switch ONE 2 OR MORE T1 CONTROL WIRING ONLY ALL CONTROL WIRING TYPES CQ000, The Chamberlain Group, Inc. • O1-11091F All rights Reserved ITEM AW REV'S NO. OPEN -.- 611 HOOD 01 1.00 SDF7 11 BA GENERAL NOTES I i 1 1 DESIGNED TO WITHSTAND 20 #/SqFt WINDLOAD. C - 3 I CURTAIN IS 22 GA STEEL INSULATED. 1 L ENDLOCKS ON EACH END OF EVERY OTHER SLAT. _^ I � BOTTOM BAR IS GALVANIZED STEEL. ADJUSTING ADJUSTING I DOUBLE ANGLE WITH ASTRAGAL STANDARD. WHEEL(AW) STOPS GUIDES ARE STRUCTURAL THREE ANGLE. ' HOODS ARE 24 GA GALVANIZED STEEL. SHOP COAT OF RUST INHIBITIVE PRIMER ON -1 NONGALVANIZED STEEL SURFACES. ALL GALVANIZING PER ASTM A -653 STANDARDS. GUIDE - i I MOTOR OPERATOR IS GEAR REDUCTION TYPE - I I EQUIPPED WITH DOOR SPROCKET, ROLLER -J-- CHAIN, MOUNTING SUPPORT, PADLOCKABLE INSULATION r0 HAND CHAIN KEEPER, AND ONE PUSH BUTTON STATION (SAME NEMA RATING AS OPERATOR). CIRCUIT : 0.5 HP 460 VAC 3 PH 60 HZ 7/8" (NOM) --I 1 1 NOTES � CURTAIN FINISH : POWDER COAT t BOTTOM BAR FINISH : POWDER COAT 1 I GUIDE FINISH : GALVANIZED STEEL 1 HOOD(S) FINISH : POWDER COAT I I OPTIONS ON THIS /THESE DOORS : COILSID LINTEL BRUSH WEATHERSTRIP NEOPRENE BAFFLE INSIDE HOOD RIGHT HAND OPE ELECTRIC SENSING EDGE ON BOTTOM BAR LEFT HAND OPER 100,000 CYCLE BARREL 7 I BRACKET PLATES: GALVANIZED STEEL M140 COMBO STARTER ,' NON-RESETTABLE COUNTER I TEFC MOTOR PB STATION,SURFACE,NEMA 1/4/ ,�` � } PB STATION,SURFACE,NEMA 4/1212 W/ BEST CORE _.I 1-3/16 = L --2- 13/16 "I --- VINYL Wj� =~ „` �' '�" Rolling Door Division WEATHERSTRIP I ,Vya y n c F4 ._ tVZK THERMOTITE DOOR MODEL : SDF7PSC PROJECT : GUIDE, DURHAM WWTP NOTE : WIDTH CnS IMPORTANT AND MUST BE HELD ' DOOR ITEM HAND CUST. WIDTHS ARCH: QTY. NO. OF OPG. - - OPER. NO. A C - - G.C. 01 LH 12' 0" 12' 6" - DISTR • JACK BURGOYNE GARAGE DOOR - DISTR P.O. NO. : PREPARED BY : DATE : i K.Straight 10/05/2005 I REVISION ORDER NO. DWG. NO. 00000338809 OF ■_ -- --. __ I ILi ,... 1 ,, T 0 ' ..i: l ' .!1 109 RAI 1015 RAL 1013 RAI. 3015 MI 4005 200 49/15320 49/22240 49/33120 49/31670 49/42780 F i 1: , 71 [ ''; ' • ‘ , 01 RAL 1016 RAI 1014 RAI 3001 MI 3016 RAL 4006 190 49/22520 49/23910 49/S1120 09/I940 49/32090 r --- " --- '' ' i [ ---- , ------ 71 I. *S.7 , ,•'• ,7,, .. ._:'..1 ! "'O''.-; '.... ■ '' 7i C. 4 4, ; ',:: ' ,1t . I , ; 1 1 i . --.. , ,c .,.t . ' • kf.g.34;4e ,2 RAL 1017 RAL 2000 Rat 3002 RAL 3017 RAl 4007 90 49/22510 49/04570 49/31110 49/11060 49/12540 .- -- -_--, ' • . . 2 - ;'- ' ''' '' ', P.1 - , .... ■ : 1`-' 4 " . 1 4 ,7 V V . , . , . .. . . .. .. . ,, 1 RAI 1011 771 2000 23717040 RAL 9011 RAL 4008 0 49/21830 43/24560 49/31000 49/32280 ■- . • , /, - -.4",•.; .., , .'.--... 7 '4- '7 • RAI 1010 RAL 2002 249 3004 RAL 3020 Mt 4009 49/18660 49/24550 49/31900 49/11040 49/34740 • • :" .,' . ' . • - 1' ,• -. • ' - . , •...,, ;; r ! 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', ',1 "..“'.. r. • ' ,,' R ' 1 i r .; 4: • 4.,...4••p^ •••:,- 1 W„.1,. * if• ''',•`‘., - :;-'^'.‘ ',% 94. 15822 000. 6009 901 0077 tAt 607e 901 7905 49/42390 49/93840 49/52780 49/52660 49/71590 'fi . ;1 ' (7 ''''''';';;. , ._ . . .." ii ' ' , 4 I ' ' .".'• . ••`•• ** ;11` •,,' 941 5023 RA46010 729 6018 900. 0027 901 7006 49/44650 49/52830 49/51720 49/50990 49/72530 ,5 k . : , ,'7,4 1, ... , . ,,,,■ , , v:. ...,,,,...„.,,, ,,, : :'• ' • . .-,-.-= 1 .: 063 3424 _ I :1 , er"--.. RAI.6078 49/44060 - 1 4 9/51650 I Z 0 7 7 2 0 51 8 0 41 . .. 4 ' -; ....;• ...;,. ■, M .. 7....: - . .;" ....T,' ry 4 4 - f - '1'. L'4"." ,Y ..” „. ':-... i ii : 0 7 . 1 •A t iar .„ ‘. . 1 '}'•` t:Avitt RAL 6000 RAI 7009 AO/S11.60. 49/S26.40 49/72770 'CT:79777', 1 ,...,';.'.`-' ."- • ..'" '' '''; .7; ..2.1.*.t'.. - RAI 6001 'TIGER Dryllac RAL6032 RAL 7010 49/52900 49/52630 69/715611 POWDER COATINGS 041 6002 0377 6098 0017011 79/52890 49/55010 49/72790 1; [:::,'''' '...:•". -':;. l ' ' ,_,: . ' .- ''': ..li l' '':.' .;.- r72::'",,,,,:, 416003 RAI 6011 061 6019 --- 041 0094 981 7912 7/51860 49/52810 49/51000 49/55010 49/71180 001 6074 041 9029 001 7600 RAL 7013 ' 509130 49/51540 49/52710 49/72700 49/72550 r t" C, -....!' %.• ,''... . ' • .7; ' 4.- " ', - '., :,. ,' -., ' '7. 7 6005 040 6233 017 6011 0371 1010 0670 49/52010 49/52700 49/72710 0a/2'0125 - 0 VM ;;. 174 .,.-,'.':',' ' `sr ' -' 006 RAI 6014 941 6020 0077060 901 7016 270 41/52800 49/92690 49/72720 49/72030 .. '' n. ' 1 ::::: ", i :1 -.`, t I ' 41 137 /41 394/ RAL 6015 480 49/66120 49/60050 [;1 IR 961 8008 041 70 49(66110 49/6000 i 041 3001 7.41 0001 1) 49/66100 49/10016 tr■L.. ---- g ' : - . L.:L., f _ f:1_1 ifa ,.,-... ..-_ __ __ — 041 6002 063 9002 i 49/66090 49/70527 [71 ' , . ‘..4' . . j 041 0004 0.41 9003 49/66210 49/11400 946 0015 001 9004 49/63040 49/81050 •;' 1: Kii g ::. .43, 041 0996 086 0005 49/66080 49/82830 ] 1 t '.., I .*■:-,Zr 001 0011 947 0010 49/0220 49/11500 ''.." ''. ..... ' 040 0010 RA19013 49/65490 49/10540 11 ' 7 ' . 7'.....• 1 041 0022 641 0996 49/63011) 49/11340 g rt. kitt-ivIJ 1018379 RAL 9017 • 49/66070 40/80550 )..i.,:; , f , , , , ....■ ',!, r - - -. ..., 1 941 9024 RAI 9018 49/66060 89/73290 6()Pz&IZS 7- . . Site Address : /(f0 SW Ave IV 1( : 1 . ' 'OK q772 4-/ R E C E V 17: P Letter of Transmi ttai COPY ismAwithl FEB 0 8 Building Division 2008 City of Tigard D REC r VED: TO: it d ■ lalii. I/ 1 - A il F c,' F V F D .... , . - --, , / DEPT: BUILDING DIVISION FEB - 6 2008 i / ' CITY O'F TiGIUM FROM ,-eh ( 1-00 .__ /' ' 'I Pi BUILDING DIVISION COMPANY: , PHONE NO.: By: 77 :,,ilaa,.. a I' . ...„..- , KI•4 q1 4114 RE: a i I 0 . 0 0 0 gilt& mid, - 1 , 14. 4. I # I al t 4...0 6 3 ( ase number, site address, e' 1 Ilb . AA A 4 1 iirai", A b. V ■1. .- -1$ (Project name or su.division na ,e and ot number) 1 ATTAC D ARE THE FOLLOWING C. Additie al set(s) o ilans Revisions: k c Cross sectio - -; 1. Wall bracing and/or lateral analysis. -.1 Floor/roof framing. Basement and retaining walls. 61_ Beam calculation Engineer's calculations. _________ Other (explain): I rirerre REMARKS: AAA!. ?1..A0 'CV.? du/ Ufte. SSAUBD oN V A i..torr.rw,./ . F& E Nor i.logra.e.as kows- Ank-weagr le•tiowS A/40uNT So Tlii ft- Coltiv Sir- A efrie eg pi ,p : ..:..: . ,.: . i For officelle.'Only: 4 ' oiited to Permit -- .11 ieiani.-- Date: 3 t , e 1 li Fees Due: ,. . Date: .. . : . init:,..• .4 .- ' i Repnn • e :•., ' .. - • aminer): Yes: Notified Applicant: No: lak Date: 3/5/0$ ; •- -: 1 ,1mi.' '/ ---- i:Building\Forrns\LetterTransmittal doc 1/6/04 J " f ` 5 . i m °fi S •. •a S KYLII■IE S HEET METAL SKYLINE SHEETMETAL SUBMITTAL 166.A "a)P26c2- City of Tigard A • •moved Plans B . Date Vdee, OFFICE COPY 1535 NW SUNDIAL RD. TROUTDALE, OR 97060 CCB: 71517 Phone: 503.669.1156 Fax: 503.666.8189 . / 6,s Fo g .-'.?" 6 u Pa4OS- coo F7 SHOP DRAWING REVIEW O `"" MWH Americas Review Date 10/27/2006 Submittal No. 041 . C From Engineer: Kathy Dietrich To Contractor: Contractors, Inc. Company: MWH Americas, Inc. P.O. Box 637 16580 SW 85th Avenue Tualatin, Oregon 97062- Tigard, OR 97224 Attn: Michael Eubanks Project Owner: Clean Water Services Project Name Durham Facility Phase 4 Expansion Contractor's Submittal No. 041. C Project No.: 1530605 Item of Equipment or Material Hollow Metal Door Shop Drawings, Specification Section 08110/08710 Architectural Hardware Subject submittal has been reviewed and review action is as shown below: . Item No. SUBJECT OF SHOP DRAWING OR DATA REVIEW ACTION NO. COPIES NO. COPIES RECEIVED RETURNED 1 Hollow Metal Door Shop Drawings MAKE CORRECTIONS NOTED 8 6 1. Doors 111D, 118A, 119A, and 120A shall be Frame Elevation A (with 2" head) per RFC -232E (Architectural Revision 7). • 2. See RFC -250E for changes to handing on Doors 111A and 111B. It changes Door 111A from LHR to RHR. It also changes Door 111B from RHR to LHR. Please see marked up Shop Drawings. Note: At Door 119A, Drawing 000 -GA -010 calls for both door and frame to end 8" above finished floor. Submittal indicates full frame height. Full height frame at this door is accepted as submitted. J_ Remarks See Attached Sheet V or indicate here: None ❑ Corrections or comments made relative to submittals during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all qualities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of other trades, and performing his work in a safe and satisfactory manner. Kathy. Dietrich Engineer's Signature if 11L 1 0 pr. NO l XCEP ONS r, +KEN I , AMEND r;v ei. RESUBMIT -T64 M/ ! co;:lri.�� IO s MA ED I R1 . 1 1;cii- n- RI: -u3mn I 6 ° s'o R 'rI1.:\V I JAr[ / �y DA II:: C ic of Tigard ,_ ,;1(<1 e r, 'S OR CO1,41' ,F,NT"; MADE ON ((1 fl ii;\C1'O' SHOP 1:,`12 /WINGS ����� DURING 'IBIS RIiVIIi'N mi % NOT R11.1P. 'l: i IF.. C(1 TRAC OR PC:11 Approved DURING P{.I ,,, VJ1T11 coo- i`Acr DRAWINGS AN ;) SPFCII ICA1!ON+. THis SiIC,P nRAS'-eING nAS PEEN RF. Vii ?PJr?D FOR CiNiF:Iz MINCE riii1'!IIE n 1? -v? _ ! 1),s,,,,, C:ONCFig AND GI:MiRAI '.. :ONIPi.! /NC; WITH II IF, CONiF.AC. 11 i ��/ �-'' e I;NIHNTS ONLY, CONTRACTOR IS RiiSPONSIr11,F, FOR. CONI'(1P. , ,iiNG J tidI)COIPl ATI ( 1I1 QI1:`.111'15 FND1)+tNSCAN 1 , 4PC 1 � 3�R o �0 K-000 ({ I st II 0,Jf5. 1 rn ti r.. / I r 0.1 3i — Y 11tAi!1 .i ,. . — --. ■!r ,,c((1J,'.�`1[) }I t'f i I (1 fI File: 10.7.1 - 08110/08710 -041 . CM 305 (Revised 7/28/05) Contractor's Submittal MINH MONTGOMERY WATSON HARZA Transmittal Form For all contractor submittals, including shop Date: 10/17/2006 Transmittal No. 041 C drawings, samples calculation, data, or other To: MWH From: CONTRACTORS, INC. Attention: Leslie Laramoore • Attention: Louise Loomis Project Name DURHAM AWWTP PHASE 4 EXPANSION This is: Check one an original submittal Owner CLEAN WATER SERVICES a 2nd submittal 1;1 E C 'v E D x a 3rd submittal Subject of Submittal Equipment Designation: Specification Section(s): 8 ea. Hollow Metal Shop Drawings 08110/08710 8 ea. Architectural Hardware 8 ea. Cover letter regarding review Comparison Information Tests Please Complete either (a) or (b), following: X (a) We have verified that the materials or equipment contained in this submittal meets all the requirements specified or shown (no exceptions) (b) We have verified that the material or equipment contained in this submittal meets all the requirements specified or shown, except for the following deviations (List Deviations): r - Contractor's Authorized Representativ f' „, ` . . 2 !, X.—1 d Steve Newton, Project r anager ■ CM 306 (Revised 9/16/02) . , CR SINCE 1879 October 13, 2006 M OCT 1 G 2i 6 Contractor's Inc. PO BOX 637 -------------------- Tualatin, Oregon 97062 Re: Durham Waste Water Treatment Facility — Phase 4 Expansion Gentlemen: Enclosed please find eight (8) copies of the schedule of architectural hardware and eight (8) copies of the hollow metal shop drawings on the above referenced project for final approval. Due to the amount of time taken and the fact that we have provided numerous submittals, we must receive final approval on this project so as to not delay the ordering of material any longer. If we do not receive the final approval by December 1 2006, we will not be able to secure the original pricing quoted in May 2005 and will be forced to pass on any price increases that occur. Once approved, please return one copy of the hardware schedule and one copy of the hollow metal shop drawings to us for our files. Thank you. Sincerely, ejk3V Chuck Roberg CHOWN OPENINGS DIVISION CR/jt Portland Location Mailing Address Bellevue Location 333 NW 16th Avenue, Portland, OR 97209 P.O. Box 2888 12001 NE 12th St. #38, Bellevue, WA 98005 phone: 503 - 243 -6511, 800 -547 -1930 Portland, OR 97208 phone: 425 - 454 -7420, 800 - 574 -4312 fax: 503-243-6507, 800 - 758 -7654 fax:425- 454 - 3465, 800 - 574 -4310 . • . `, '` ° �°~_-� _ - �.. °~~ �~ ~ '.~' _-~`�''�. � ==~��.~.~., ~ `_.~-' - - ' ,~- __-_ — _ __- - _ _ _ .'— _ KO -.: : 1 ::...":":::: ' ,._.., ''''', :';',.:- I SI .- . 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'‘, '‘‘,.‘..; ;., - , , ‘; ;,, ' s -.- S. • ;'; ..; 1 ': ; ', ‘ ;::: ‘, 1 : ‘-',... , ; '•; ; j)),13 e 4 '1111?)V1111 „ (, 1 ./.. , ,),./ ) 1 , i ( , ..,;=,-_,-.;),/, , j i ( -;=-:-.' ... / (- .--- .., iii, 1,,,p,„ '4 ::,.: . ":''''''''.. C' \ '‘.. s- - ' ' ' ‘. - ' ' ' ', ' , . , .. . ; .ea.,,.., ,a ,,iti.s .,,, ,,, („( - .. II ,,..,, .... .. , , . , .,,,,,, ............:.„,,,, ,,..........,,.,,._: .......••,,... .. . ..:„.,;,,,%.,,,, 7 ,:, i ,,,,,,,::„.1 . '.'..„,.:24i4t_• • :_,-.- 'ha SSatiSfato cOmpleted theiequired ex fliriPg. ti.O.,.4,, - a r! cl. .. , :,.- .h. a s .11 „ e t the .oalipcarions ::- --. ,/,,.- i - : :,, ' o t A c .-__,,.„..,.,,,,,,, '0'7 • Architectura :. :, ar wcire,.;:,..6.,',9„.nsp,;,.,,.:-,,..013, :;,,,-,:.:__.:2.,. 1,,,,7,v.0 „, ,, , /..,„ ',kr- N � �� � • , �x� —'_ . ` . . _,..* .. .. . . . . IVO _, j / SING 1679 4 Project: Durham Advanced Wastewater Treatment Facility — Phase 4 Technical Data ▪ SU Frame • Polyurethane Door ▪ STC 52 Door /Frame • STC 52 Frame & PS1 Seal Details • ADB8 Seal Details SDI Ceritification Structural Calculations • In Progress Sound Door /Frame Installation & Adjustment Procedures ▪ Door /Frame & ADB8 Seal ▪ Door /Frame & PSI Seal • Potential Problems for STC Units LEED "Green" Building Rating System USS -Posco Industries 4/11/06 Portland Location Mailing Address Bellevue Location 333 NW 16th Avenue, Portland, OR 97209 P.O. Box 2888 12001 NE 12th St. #38, Bellevue, WA 98005 phone: 503- 243 -6511, 800 - 547 -1930 Portland, OR 97208 phone: 425 -454 -7420, 800 - 574 -4312 . fax: 503-243-6507, 800 - 758 -7654 fax: 425-454-3465, 800 - 574 -4310 . Cm Ow Prlducts TECH-DATA, I � SE - ES SU STEEL PTA. (UNE UAL i A ET) FOR 1 -3/4" THICK DOORS STANDARD WALL APPLICATION, HANDED " „ /PE ti • 5/8 1- 15/16" "C" 1 -9/16" „ DEPTH DEPTH A 8 C D HEAD Sc JAMBS HEAD & JAMBS 434 4 -3/4" 3 -3/4" 1 -1/4" 1/2" 2" 1" 534 5 -3/4" 4 -7/8" 2 -1/4" 7/16" 2" 1" 634 6 -3/4" 5 -3/4" 3 -1/4" 1/2" 2" 1" 734 7 -3/4" 6 -3/4" 4-1/4" 1/2" 2" 1" 834 8 -3/4" 7 -3/4" 5-1/4" 1/2" 2" 1" Series SU, double rabbet frames (with unequal rabbets) are also available in a range of depths from: 4 -1/2" thru 10 -5/8" in 1/8" increments. 4" face heads with 2" face jambs are also available in selected sizes. INSIDE 0 RHA LHA OUTSIDE °KS° = KEY SIDE An ASSAY ABLY Group company Fi TECH -1; ATA SERIES SU STEEL FRAMES o ROIllSCT SERE ©BFOCA:TIlt-I So STANDARD SIZES NOMINAL DOOR OPENING Steel door frames shall be as manufactured by Ceco Door Products, Milan, TN USA. They shall conform to the Steel Door Institute guide specification, ANSI WIDTH HEIGHT A250.8 - 1998. See chart below for performance classifications. SINGLE DOUBLE 2' - 0" 4' - 0" Series SU frames for 1 -3/4" doors are formed from commercial quality cold 2' - 4" 4' - 8" rolled steel conforming to ASTM A366 or A620 & A568 ...or (optional) hot - 2' -6" 5' - 0" 6' - 8" dipped galvanized steel conforming to ASTM A924 and A653 - see chart 2' - 5' -4" 7' -0" below. 2' - 5' —B" 7' -2" • 3' - 4" 6' - 8" 8' - 10" Frames are knocked down (K.D.) field assembled type or welded unit type. 3' - 7' - 0" 9' - 0O" 1 3' -6" 7' —B" 9' — " H ead and jamb members of K.D. frames have diecut mitered corners that 3' - 8" 7' - 4" interlock rigidly when field assembled. Integral door stops are 5 /8" high. Jambs 3 " - 10" 7' - 8" are sized to suit wall applications. Twist -in anchors are available for new 4' - 0" 8' - 0" masonry, wood stud, metal stud or existing opening wall conditions (indicate which). Floor anchors or extra jamb anchors are provided to anchor sill. Welded - jamb or floor anchors are also available. FIRE DOORS Hardware Provisions: Frames are handed. Hinge jambs are mortised for 4- LABEUNG AGENCIES: 1/2" or 5" high, standard and heavy weight hinges (specify which). 7 gage steel UNDERWRITERS LABORATORY reinforcements are welded in place and are drilled and tapped for fasteners in WARNOCK HERSEY accordance with ANSI A156.7. The strike jamb is prepared for 4 -7/8" universal • • FACTORY MUTUAL or 2 -3/4" cylindrical strike in accordance with ANSI A 115.1 &2 (specify which). Plaster guards are provided. Optional closer reinforcement is a 14 gage steel ,ral: ASTM E -152. UL1OB, formed steel sleeve. 3 door mutes are provide per strike jamb and 2 for double • UBC 43 -2 swing heads. • RATING: 20 MIN, 3/4 HR, 1 HR, 1 -1/2 HR, OR 3 HR Paint: Steel door frames are provided with one coat of oven -cured neutral . •MAX. SIZE 40 u 90 SINGLE color primer paint. Primer coat shall conform with ANSI A250.10 . The primer 50 x 90 PAIR coat is a preparatory base for necessary finish painting. "Colorstyle" finish coat Not all ratings are available is also available from a selection of standard colors (optional). Colorstyle finish in all sizes, designs and is electrostatically applied, oven -cured urethane enamel. materials. Hourly classifications are not shown on label unless class is less than 3 hours. MATERIAL GALV DOOR FRAME MATERIAL GRADE C.R. A40 A60 G90 16 Gage Steel Heavy Duty STD — OPT OPT 14 Gage Steel Extra heavy Duty STD — OPT OPT PERFORMANCE Physical Endurance Meets S.D.I. 119 Performance Test, Level: Level A •(1,000,000 Cycles) INSIDE • gtitA JetiBA .LLB • BHB r i KS KS KS KS OUTSIDE ° SUFFIX "A" = ACTIVE LEAF OF PAIRS I == = Ceco D®®. Noducti TE:1-14Atik SERIES SU STEEL FRAMES 1 Hardware locations shown match Ceco standard doors. LT O O I N 7 O 0 I I I I O I I I I rn 1 1 co r ^ 1---- r- up \ s" E 0 ir_,, . . , . . CD 10 N) N 6 e d rs 0 N • M in r) z 0 El w Z a o : = r7 . o M N N - .ID w a Z 1 _ 5 w e ° z M M w Z M (0 � f7 1'') 17 iD Y N 1 4- t- ■ U 9 " o DOOR VERTICAL SECTION OPENING WIDTH ELEVATION al D C 0 NOMINAL DOOR OPENING WIDTH HORIZONTAL SECTION (Conversion: 1" = 25.4 mm, e.g., 1 -3/4" = 44.45 mm) 3 PER JAMB FOR HEIGHTS UP TO 7 -2 AND ONE FLOOR ANCHOR JAMB ANCHOR 4 PER JAMB FOR HEIGHTS FROM 7 -3 THRU 9 -0 AND ONE FLOOR ANCHOR QUANTITIES ONE ADDITIONAL JAMB ANCHOR FOR EACH ADDITIONAL TWO FEET IN HEIGHT OR FRACTION THEREOF ONE ADDITIONAL JAMB ANCHOR IN UEU OF FLOOR ANCHOR FOR E0 AND WS TYPE CONDITIONS WIRE MASONRY ® MASONRY "T" ® EXISTING OPENING ANCHOR (STANDARD) ANCHOR (ADJUSTABLE) ANCHOR WMA MT EO Itt ,. Aiii �� �� . 1 Al —j -1— I -4 r or i 1■ 4 9 --I 2 [ Snap -In type CD Snap-In type 1101 0 p O EO /S6: 4 -1/2 thru 6 -3/4° depth (For 2° thru 8 -3/4 Depths) Snap -In typo E0 /S8: 6 -7/8 t 9 -3/4 dopth Ceco DOO' PfrOdUC S TECH-IATA SERIES SU STEEL FRAMES . KNOCKED DOWN (KD) O WELDED CORNERS O n CORNER CONSTRUCTION a JAMB � 3J 1 1 i � HEAD !! ru : t:; / �' ed. ill Alternative weld options Components are shipped are also available. "knocked down" and assembled at the job site HINGE 0 HINGE PREPARATION PREPARATION 15 . . �jI I �I N, 4 -1/2" x . 134" OR . 5" x .146" OR Al 4-1/2" x .180" 5" x .190" I; ANSI A156.7 TEMPLATE ANSI A156.7 TEMPLATE I 7 GAGE STEEL ' 7 GAGE STEEL ' '. REINFORCING r N '''' It. ''', lit,' BACKSET: 5/16 BACKSET: 5/16" LOCK STRIKE O5 LOCK STRIKE PREPARATION 15 PREPARATION 15 X 16 1 16 / / s1 IS eti UNIVERSAL (4 -7/8 ") CYLINDRICAL (2 -3/4 ") t %�. ANSI A115.1 & 2 TEMPLATE U ANSI A115.2 TEMPLATE �. 12 GAGE STEEL REINFORCING J� 16 GAGE STEEL REINFORCING 0 STANDARD FOR 1 -3/4" DOORS ; m OPTIONAL FOR 1 -3/4" DOORS WOOD STUD ® METAL STUD ® FIXED FLOOR O9 ANCHOR ANCHOR ANCHOR WS Pocket e rovided MS Pocket e rovided FFA for 1/2 or 578" for 1/2 or 5/8" / \ thick wall board / thick wall board \\ _ ° ° Anchor is ilA • attached to- frame _ A, 0 in the field flush � 0 � ° p by means anh 1 ' (. °Bi' II I Of SMS 9 I� Snap -In type I ° �' Snap -In typo (Used also for METAL STUD Walls) 4 -3/4 and 5 -3/4 Depth Only For other depths use WS typo. A - hoc® D©©r Products s ' Coco Door Products i M 0 1 3/4" VMPE 1f,1(W) P•LYU! ETH .tE CCV FLUSH AND EMBOSSED PANEL STEEL DOORS BEVELED LOCK EDGE, HANDED Full Flush or Seamless Style ... Foamed -in -Place Polyurethane core fills entire door cavity. Core is chemically bonded to all interior surfaces. High impact resistance. Excellent insulation Characteristics. Suggested Use: Interior or Exterior ... Motels /Hotels Office Buildings Urban Renewal Health Care Institutional Data Processing Mercantile FLUSH DESIG +S Food Processing SIMILAR LESS EMBOSSED PANE1 a NARROW UTE 1884 KITS ME AVAILABLE IN 6 AND 8 FLUSH DESIGNS WIDTHS AND 36 TO 60' HEIGHTS IN 4 INCREMENTS. ❑ I] — F G G2 G3 V # N N_____ FG LF EMBOSSED PANEL DESIGNS DDT v a n• ❑ ❑ ®m 0 e r4 ❑ ❑ 1 © 0 w LOA ° ° DDB p lW =_. - _ ❑ ❑ ECO5 EC10 E601 E609 E605 E612 E801 An . -SSA A4 LOY Group company D3 TECH- IATA U» PER6AL DOORS EfI= i fir UM° CB C -70i) So o STANDARD 1 -3/4" Thick steel doors shall be as manufactured by Ceco Door Products, NOMINAL DOOR OPENING Milan, TN USA. Doors shall conform to the Steel Door Institute guide WIDTH HEIGHT specification, ANSI A250.8 -1998; see chart below for performance SINGLE DOUBLE classifications. 2' -0 4' -0" 2' -4 4' -8" IMPERIAL doors are made full -flush or (optional) seamless style. Faces sheets 2' -6 5' -0' 6' - 8 ° are commercial quality cold rolled steel conforming to ASTM A366 or A620 & 2 5' - 8" 7 ' -0° 1 A568 ...or (optional) hot-dipped galvanized steel conforming to ASTM A924 3' -0" 6' -0" 7' -10 and A653 -- see chart below. 3' -4" 6' -8" 8' -0" 3' -6" 7-4" s' -o 3' -8 7' -4° Imperial full -flush doors have mechanically interlocked, hemmed, hairline T —a" seams on vertical edges and have no visible seams on faces (S.D.I. Design I). 4' -0 8' -0" Doors specified "seamless" have no visible seams on faces or vertical edges (S.D.I. Design 11). Face sheets are totally supported by a foamed -in -place SIZE LIMITS — DESIGNS polyurethane core. The core fills the entire •door cavity and is chemically . CROSS bonded to all interior surfaces. Density of foam exceeds 1.8 pcf and it has a FLUSH 6 8 B UCK crush strength of 3600 psf. The top and bottom door edges are closed flush by DESIGN PANEL PANEL & RITES 16 gage steel channels welded in place. The bottom edge channel can also be MAX. 4090 4070 3070 3070 installed inverted (optional). • MIN. 2068 2668 2868 2868 E6 and EB designs: mortise lock prep- Hardware Provisions: Hinge preparations are handed. Hinge edges are • oration limited to 3' -0" width, minimum. mortised for 4 -1/2" or 5" high, standard and heavy weight hinges (specify which). 7 gage steel hinge reinforcements are welded inside the door edge and FIRE DOORS are drilled and tapped for fasteners in accordance with ANSI A156.7. The lock LABELING AGENCY: ItlARNOCK HERSEY edge has a standard bevel (1:16) and is prepared for Gov. series 86, 160/161, or 90 locks in accordance with ANSI A115 (specify which). Optional closer TEST: ASTM E -152. UL1OB. use 43 -2 reinforcement is a 12 gage steel channel. • DESIGNS: F, G, N, V. E6. OR EB • RATING: (20 GAGE) Paint: 1 -3/4" steel doors shall be provided with one coat of oven -cured neutral • 3/4 HR. OR 1 -1/2 HR. color primer paint. Primer coat shall conform with ANSI A250.10. The primer MAX. SIZE 40 x BO SINGLE coat is a preparatory base for necessary finish painting. "Colorstyle" finish coat 80 x 80 PAIR is also available from a selection of standard colors (optional). Colorstyle finish *RATING: (18 & 16 GAGE) is electrostatically applied, oven -cured urethane enamel. For accurate color 3/4 HR. 1 -1/2 HR. OR 3 HR. MAX. SIZE 40 x 90 SINGLE selectors ask for a Ceco Colorstyle chart. BOx90PAIR MATERIAL • GALV RECOMMENDED DOOR FACE SHEETS GRADE C.R. A60 G90 DOOR FRAME MATERIAL 20 Gage Steel (4080 max.) Standard Duty STD OPT — 16 Gage Steel 18 Gage Steel Heavy Duty STD OPT OPT 16 Gage Steel • 16 Gage Steel Extra heavy Duty STD OPT OPT 16 or 14 Gage Steel • • PERFORMANCE Core Thermal U Factor: 0.067 • Characteristics: R Factor: 14.97 Sound Transmission STC 26 (F Design, 18 Gage Face Sheets, • Class: ASTM E90 -81 do E413 -73 [Fully Operable]) • Physical Endurance Meets ANSI A 151.1 Performance Test, 20 GAGE: Level B (500,000 - iS Level: Cycles); 18 and 16 Gage: Level A (1,000,000 Cycles) - coC© DOW Products TEC H -PAT -PATA MRE , 1AL DOORS Hardware locations shown match Ceco standard frames. 0 I cv o m © O (-.) 1/8 I! o 1 1 i Y 8.88 L — J o - - - - , � o Y F J 0 ca M l i U O O J W 17 N Q W = S tri N M7 F O O I'7 17 M V, J cc Z m O Z o a WQ M O J O (D r0 N T OC r7 N O Q N W © O © O F Z a a In r to M co rn Z o r� ; .o (f) • r) N N ® O -' O ci 8.25 , 1 '3/4 Finished Floor DOOR ELEVATION VERTICAL SECTION DOUBLE SWING SINGLE SWING L 1=272221ZZA _ILZZZZZ= I ACT LEAF WIDTH 1 ACT LEAF WIDTH I ACT LEAF WIDTH i 3/32 NOMINAL DOOR 1/8 3/32 NOMINAL DOOR 3/32 OPENING WIDTH OPENING WIDTH HORIZONTAL SECTIONS (Conversion: 1" = 25.4 mm, e.g., 1 -3/4" = 44.45 mm) OVERLAPPING ASTRAGAL 0 OVERLAPPING ASTRAGAL 0 OVERLAPPING ASTRAGAL ( 4451 4441 4471 FOR 1 -3/4" THICK FOR 1 -3/4" THICK FOR 1 -3/4" THICK DOORS WITH OPTIONAL DOORS DOORS POLY -PILE INSERT STEEL 7- STEEL STEEL < . IL -.* INACTIVE i∎ ACTIVE INACTIVE z ACTIVE INACTIVE ACTIVE 0 ALUMINUM - STEEL Y CD LISTED LISTED I ra I Cect DOW Pveducts 0 IMPERIAL DOORS 16 GAGE STEEL ® VERTICAL EDGES 0 END CHANNELS I') Epoxy Seal ,,c WELDED \ ° TO DOOR Hairline Seam ..,--` 0 MECHANICALLY \ i , INTERLOCKED v. . - - - HEMMED EDGES i FLUSH j ALSO AVAILABLE TOP AND SEAMLESS (WELDED BOTTOM i OR BODY FILLER) CHANNELS INVERTED BOTTOM CHANNEL OPTIONAL CLOSER O LOCK PREPARATION REINFORCEMENT GOV. 160/161 (OPTIONAL) ��' CYLINDRICAL TYPE 12 GAGE STEEL j (LC1) a L � CHANNEL 16" LONG € i \ f 1 " ' (ANSI A115.2) i ►,:. } - 2 -3/4" `. BACKSET LOCK EDGE IS BEVELED 1/8" in 2" (1 :16) HINGE ® LOCK 0 PREPARATION PREPARATION NV GOV. 86 -4 MORTISE TYPE -1 n 4 - 1/2 OR 5 IN. 5" GH, STANDARD GAGE ANSI A156.7 (ANSI A115.1) t ; OR HEAVY WEIGHT, REINFT. i TEMPLATE (L�91) 2 -3/4" BACKSET if FULL MORTISE I' i HINGES SIMILAR TO DETAIL I \Ij 1 (LA90) LESS FACE CUTOUT SIMILAR TO DETAIL • HINGE EDGE IS HANDED I ( LPO) LESS ALL CUTOUTS 'Q 7 'j J AND REINFORCEMENT v AND NOT BEVELED. - GLAZING TRIM ® GLAZING TRIM ® GLAZING SYSTEM ® 4831 SlimTrim FOR STANDARD FOR STANDARD FOR ALL EMBOSSED FLUSH DOORS FIRE DOORS PANEL DOORS 1/8" TEMPERED 41111 *t ., SAFELY GLASS C 3 8 WIDE S NAP -IN GL / HIGH - IMPACT ALUMINUM POCKET MOULDED BEAD POLYSTYRENE TRIM 3/8" WIDE • �? GLAZING IP -1111%), POCKET I , STEEL I LISTED 1 a i-C® D ©© Pvcducils - ct E ULTN OR GROUT 1 .12f> 7 r OPNINCWIDTh i` ,., - --- . ,_ _... Ill 11 i P81 - . m x I. 1.750' , .1 4 I • j ADBB Cf) v 187 FINISH FLOOR OR CP) A ' i _i TOP OFTHRISKOLD °0 O K ELEVATION VERTICAL. SECTION 8-- ., DOOR CLASS: STC 52 . • TEST NO: TLD3 -406 PER PROCEDURE ASTM E90-02 HARDWARE: S�CM CAM HINGE CH5, (2) j NON RATED DOORS, (3) 0. RATED DOORS. . LOCK 6 CLOSER PER SPECIFICATIONS. • SOUND TRANSMISSION LOSS IN DB AT FREQUENCY/HERTZ ■ SIC 100 125 160 200 250315 400 500 630 840 1000 1250 16001 2000 2500 3150 4000 5000 s ______ 52 28 32 • 35 36 47 47 47 . 50 51 52 53 54 56 55 55 57 59 59 JOB NO. t,w. w , lea Canto= ;:,,, eta '1' inc. 4 w 0 GO 0 eea 14 GA. FRAME E ........ 1 .73, 16 GA. ANCHORS, 18" O. C. MAX @HEADS AND JAMBS 0 PS1 SEAL an 0 1! 1/2" x 2°' SOUND BOARD , co AT JAMBS & HEADS � t co 0: 111 lAll co 0 1 . 7 GA, FO GE REINFORCEMENT I ..■.__; 16 GA. ANGLE AT EACH HINGE. SEE INSTALLATION INSTRUCTIONS PAGE 40.98.05 rt C , SE1 FRA E .. TC FRAME TL J ®� N ®. `.`" SIC 45 - 52 Sees Cus t® ,;; etai /sac. - _.. 02 I I 1 1 I ! PUSH SIDE OF DOOR PUSH SIDE OF DOOR 0 - 0 S rn ADJUSTING SCREWS . ® • ADJUSTING SCREWS { to -outi r 0 179 � —.all 1 0 CD L., li r i�f I NEOPORENE SEAL NEOPORENE SEAL i SEAL ADJUSTED UP FOR SEAL ADJUSTED DOWN FOR SHIPPING AND INSTALLATION SEALING TO FLOOR OR THRESHOLD JOB NO. ,��; ��1> ;. . ADJUSTABLE COMPRESSION SEAL , ' ' �• � � WITH CAM LIFT HINGES - STC 45 - 52 , ' 2. - J y STEEL DOOR INSTITUTE STA DAF'D DOOR DESIGN NOMENCLATIP' E ©® N. D F T E TE L* LL* V VV N NL* GL* G G2 G2L* G3 G3L* G4 G6 FG FG3 FL D ***Note: Design combination is indicated by lite followed by louver*** Consult SDI Technical Data Series SDI 106 for further information on standard design nomenclature for Standard Steel Doors. Nomenclature Letter Symbols F — Flush LL* — Louvered (top and bottom) GL *— Half Glass and Louvered T — Textured V — Vision Lite G — Half Glass (options G2, G3, E — Embossed VL* — Vision Lite and Louvered G4 and G6) TE — Textured and Embossed N — Narrow Lite FG — Full Glass (option FG3) L* — Louvered (top or bottom) NL * Narrow Lite and Louvered FL — Full Louver D — Dutch Door * Louvered door designs are further specified as inserted louver (I), pierced (P), or air condition grille (A). When ordering, specify design, louver size and/or free area requirements For the complete SDI Technical Data Series, contact the Steel Door Institute .— ..�'... .::y, _ a.•:. -�:.. - _.�� -:Yr. _-i+_ ..:xf: �, -._.�. .... /. .- _..:mot ..:..�Y. ..C_,...�:.sad -c -. ::...�...s'_ L: �:.. .�rp._ .... �;....YIYr i.� =s?. P. e!t..v. _r. _.LY mi_..K�} - .F'LLI For more information on steel doors and frames, contact any of the following members of the Steel Door Institute AMWELD BUILDING PRODUCTS INC. • CURRIES COMPANY PIONEER INDUSTRIES INC. P.O. Box 267 P.O. Box 1648 401 Washington Avenue Garrettsville, OH 44231 Mason City. IA 50401 Carlstadt, NJ 07072 (330) 527-4385 (641) 423 -1334 (201) 933-1900 FAX (330) 527-4510 FAX (641) 423-9104 FAX (201) 933-9580 BENCHMARK COMMERCIAL DOORS DEANSTEEL MANUFACTURING CO. REP PBLIC BUILDERS PRODUCTS rive Division of General Products Co., inc. 111 Merchant Street McKenzie, TN 38201 -0580 P.O. Box 7387 San Antonio, TX 78204 -1496 (901) 352-3383 Fredericksburg, VA 22404 (210) 226 -8271 FAX (901) 352 -3001 (540) 898 -5800 FAX (210) 226-0913 FAX (540) 898 -5894 SECURITY METAL PRODUCTS CORP. THE KEWANEE CORPORATION 5700 Hannum Avenue P Box 309 Suite 250 CECO DOOR PRODUCTS Culver City, CA 90230 Kewanee, IL 61443 A United Dominion Company (310) 641 -6690 [9AS 31 FAX 853 481 0)641 -6601 750 Old Hickory Boulevard ( One Brentwood Commons, Suite 150 FAX (309) 853 -5466 Brentwood, TN 37027 MIESKER DOOR, INC. Fax STEELCRAFT IR Security & Safety (615) 661 -5030 - 3440 Stanwood Boulevard 9017 Blue Ash Road FAX (615) 370 -5299 Huntsville, AL 35811 Cincinnati, OH 45242 (256) 851 -6670 (513) 745-6400 FAX (888) 851-7896 FAX (513) 745 -6446 "r2111.,. Y II 1 ` . S T 1Tt�T E £ t ' , 4 S7EE4 y ...,.., 'p°_)."�Yi'1o,.. :.'2..e,'T._vri3i .�-'�.'...'. ..r `..xsv. ry's'r-t.-.4scyrv. ..*. .}tn " z`F � ' .,z::. _,.�&. DOD . e �y � ; ' -'. z�- .T - 30200 DETROIT ROAD • CLEVELAND, OHIO 44145 44 0/899 -0010 • FAX 440/892 -1404 www.steeldoor.org slum CUSTOM: META PH. g20 3667 FAX g209-5382776 INSTALLATION AND ADJUSTMtNT P ! (tCEDU]S ADJUSTABLE DOOR BOTTOM; AD :;-8 GENERAL NOTES: 1. Sound Door Frames must be installed absolutely SQUARE, PLUMB and in PLAIN to achieve proper alignment and sound seal contact. Failure to do this can cause the sound assembly to leak. 2. The Door Frame trust be GROUTED SOLID or PACKED SOLID with 12 pound rockwool insulation, Voids between the wall and Frame must be continuously caulked. 3. The Floor area under the door trust be FLAT, LEVEL and SMOOTH to insure a proper seal. 4. If a Threshold is used it must have a smooth surface and be set in dense mastic. A Threshold must be used with carpet. S. The frame and door must be finish painted prior to installation of seals. Paint on the neoprene seals may seriously limit their effectiveness, INSTALLATION: (Read all instnictions before proceeding) 1. The ADB8 adjustable door bottom seal has been installed into the door at the factory. It has been adjusted to the highest postion so the bottom of the seal is flush with the bottom of the door. However, before installing the door into the frame, check the ADB8 seal to be certain it is adjusted to it's highest postion before proceeding. (See drawing# 40.37.64). 2. Install Perimeter Seals (See instaictions). 4, Close the door and check the clearance the bottom of the door: There should be approximately 3/16" clearance (see general note #3 above). If there is excessive space at the floor or threshold, this must be corrected before proceeding. 5. Close the door so it is latched. Loosen the screws at the bottom of the door to release the seal. With the screw driver in the screws and using slight down pressure, slide the seal down until it meets the floor or : threshold and tighten the screws: ADJUSTMENT 1. .Slowly open the door. Closely Watch for any binding or pinching of the door bottom seal on the floor or threshold as the door is opening. ,If binding or pinching of the neoprene seal occurs, loosen the screws and adjust the seal up. 2, Close and latch the door. Using a flash light check to see if there is any space or light between the bottom of the neoprene seal and the floor or threshold. If there is any space or light; loosen the screws and slide the seal down toward the floor o threshold until the light disappears. Tighten the screws. 4. Repeat steps 1 & 2 until no binding or pinching occurs and no light appears under the seal. 5, Check for light leaks especially at corner joints where door bottom, floor and perimeter seal meet. If light leaks occur cut small pieces of self adhesive neoprene and fill in the light cracks. If necessary use clear silicone sealant to close any small cracks. • 100305 PROPERTY OF STILES CUSTOM METAL 40.98.40 NSTALLATIPN ; N® A D J U S T M T P O C D E S OTILES T ERM, EVER SEALS PS -I GENERAL NOTES: 1, Sound Door Framee must be installed absolutely SQUARE, PLUMB and in PLAIN to achieve proper alignment and sound seal contact, Failure to do this can cause the sound assembly to leak. 2. The Door Frame must be GROUTED SOLID or PACKED SOLID with 12 pound rockwool insulation. Voids between the wall and Frame must be continuously caulked; 3. The Floor area under the door must be FLAT; LEVEL and SMOOTH to insure a proper seal. 4. If a Threshold is used it must have a smooth surface and be set in dense mastic. A Threshold must be used with carpet. 5. The frame and door must be finish painted prior to installation of seals. Paint on the neoprene seals may seriously limit their effectiveness. INSTALLATION 1. Install hardware in dbor and frame and hang door. 2. Remove cover plate (from retainer /seal), and save along with attachment screws (See attached drawing #40.25.15). 3. Attach retainer /Seal loosely (header first than jambs) using the self - drilling pan -head sheet meta1 screws (#10 x 1/2 ")'and, rectangular washers provided. Note: All metal part are factory sized, however the neoprene and felt seal must be trimmed to ; t in the field to insure a tight fit at all joints. 4. Adjust retainer /seal tp be 2" from neoprene to face of frame and lightly tighten screws to hold seal in place. 5. Slowly close and latch the door. Closely watch for any binding or pinching of the seal at the hinge edge. If this occurs, loosen the screws and back off the seal as needed. ADJUSTMENT 1. With the door closed and latched, push the retainer /seal against the door to create a snug and equal contact (hinge jamb first then header and finally the strike jamb). Use a hammer hardwood block to move the assembly. 2. Open the door and tighten all screws 3. Slam the door several times and check adjustment by closing the door on a business card or other tin material . A properly adjusted set of seals will grip the card between thei door and Seal. Adjust if necessary, 4, Install "lock screws" l. atween slotted holes in retainer in order to prevent movement. . 5. Re- install cover plate using the 05 -32 x 1/2" flat -head machine screws. 6. Check for light leaks ;especially at corner joints but also between frame and seal assembly. If necessary use clear silicone sealant to close any gaps. 030705 PROPERTY OF STILES CUSTOM METAL 40.9 8.05 _ STILES OUST • M METAL, INC. of can gal �� � Ys. 1 885 KINSER ROAD CERES, CALIFORNIA 95307 (209) 538 -3667 FAX (209) 538 -2776 A. General Notes: Over the years, we have experienced various problems when coordinating the finish hardware with the sound assemble. It is not our purpose to change the intended design of the project, but to point out that certain hardware combinations may compromise the effectiveness, or usefulness of the opening. In order for Stiles to certify the STC rating of an assembly, it must be fabricated as tested by a certified acoustical laboratory. Our doors have a factory- supplied door bottom, while the frames have a perimeter seal. Neither item is designed to have hardware, nor any other item attached to it. Before manufacturing can begin there must be a review of the hardware to see if any of the following problems could occur. We have found that the best time to do this review is at the time the submittal / shop - drawings are prepared. If during this review, potential problems exist the draftsperson can explain them in a RFI along with possible solutions. A disclaimer on all proposed possible solutions should be included. Stiles Custom Metal has trained associates ready to assist you. A. Locks: 1. Cylindrical Lock with knob handle: Potential Problem: * PS1 perimeter seal is 1 3/32" high, and therefore a lock with a 2 3/4" backset and a knob handle is to close to the seal and may cause a hand injury. Possible solutions: * Change to a lever handle. * Change to a 3 3/4" backset. 2. Mortise lock with Knob handle: Potential Problem: * They are available with a 2 3/4" backset only and may cause a hand injury. Possible solutions: * Change to a lever handle. 3. Rose Size: Potential Problem: * PS1 perimeter seal is 1 3/32" high. If the Rose is larger then 2 1/2" in diameter it may hit the seal preventing the door from closing and may cause a hand injury. Possible Solutions: * Change to a Rose no bigger than 2 1/2" in diameter. D. Panic / Exit Device: 1. Concealed Vertical Rod type Panic / Exit Device (i.e. Von Duprin 8847): Potential Problem: * This device requires the interior area of the lock edge be open the full height of the door. This eliminates some of the sound retardant core and may effect the sound performance of the assembly. Possible solutions: * Increase the STC rating to compensate for the possible loss. * Change to a Surface mounted vertical rod. Potential Problem: * This device does not allow the use of a mortised door bottom. Possible Solutions: * Change to a surface mounted door bottom ( "ADB5). 2. Surface Mounted Vertical Rod type Panic / Exit Device (i.e. Von Duprin 8827): Potential Problem: * The latch at the head is mounted on the frame soffit in the same area where the sound seal is located. The sound seal is not designed to have the latch mounted on it. Also if the seal is cut to permit the mounting of the latch the sound seal will leak. Possible Solutions: * The surface applied latch should be mounted on a "Z" bracket (furnished by Stiles) at the head, not on the sound seal. 3. Rim type Panic / Exit Device (i.e. Von Duprin 88 or 99): www.hollowmetal.com S -12 Potential Problem: * This device requires the surface applied latch to be mounted on the frame soffit or on top of the sound seal. This interferes with the sound seal. The sound seal is not designed for this. Possible solutions: * Change to a mortise type device where the strike is mortised into the rabbit area of the frame not the soffit / stop. * Mount the latch on a "Z" bracket (supplied by Stiles). 4. Panic / Exit devices on Pairs of doors with an Overlapping Astragal: Potential Problem: * An overlapping Astragal is required to achieve the STC rating. If both leaves are active as is the case when panic / exit devices are used the astragal can prevent the doors from closing properly. Possible solutions: * Add a door coordinator. • C. Closers: 1. Parallel Arm Closers: Potential problem: * This type of closer is generally mounted on the frame soffit which will interfere with the sound seal. Possible Solutions: * Mount the arm bracket behind the sound seal. * Change to a top of jamb mounted closer. 2. Concealed Overhead Closer: Potential Problem: * This type closer is mortised into the head of the frame and interferes with a portion of the sound seal causing a sound leak. Possible Solutions: * Change to a Surface Mounted Closer. Potential Problem: * When Cam Lift Hinges are required, they move the door up and down as the door opens and closes. A Concealed Overhead Closer does not have a knuckle that will permit this type of movement. This could cause excessive wear on the closer reducing its service life. Possible Solutions: * Change to a surface mounted closer. * Change to standard hinges, which do not move. the door up and down, and an automatic door bottom. 3. Rixon Floor Closer: Potential Problem: * This type of closer is mounted into the bottom of the door preventing the use of a Mortise door bottom. Possible Solutions: * Change to a Surface mounted Closer. * Change to a Surface mounted door bottom. D. Flush Bolts: Potential Problem: * The bottom flush bolt operates through the bottom of the door preventing the use of a Mortise automatic door bottom. Possible Solutions: * Change to a surface mounted automatic door bottom. F. Thresholds: 1. Fluted, Grooved or Abrasive Finished Thresholds: Potential Problem: * These threshold can cause sound leaks. Possible Solutions: * Change to a smooth metal threshold set in dense mastic. 2. Carpet underneath the door or underneath the threshold: Potential Problem: * When carpet runs under the door or under the threshold a sound leak may occur. Possible Solutions: * Put a smooth metal threshold set in dense mastic under the door with the carpet butting up to it. G. Mullions: 1. Hardware Mullions Potential Problem: * Mounting bracket interferes with perimeter seal. Possible Solutions: * Change to a Von Duprin 9954 Removable Mullion. The mounting brackets are much less intrusive. www.hollowmetal.com S -13 • OCT 04,2005 11.21 Jim Brower 15097384116 Page 1 °.": _ 's ry J8m S� i O n o D • 9159 Te ,,TN arm (131) 65 August, 2o04 (111) EN-4211 . cam Re: LEED "Greed' Building Rating System The Leadership in Energy & Environmental Design (LEED) Green Bull .. Rang System Is a voluntary, consensus based, environmental design developed by the U.S. Green Building Cod noL The system was defined to provide emotional standard to promote buildings that are environmentally responsible, healthy places to Iva and work, using established and/or advanced Industry principles, practices, mails, and standards. The LEED program provides a common measurement standard under whist a building may become LEED certified. To become dined, a building, under a credit system, is reviewed and accessed points based on a valet)/ of bum . A product cannot be LEED oertaled. only a bufleing can be LEED certified. The cm:r under which building materials conteoute toward carthication is Worlds & Resources Credit 4 - Recycled Content'', designed to increase demand for building productions that incorporate recyd,ed matte, reducing the impact resulting tom the use of new matte. Steel doors and fines are specifically covered under Simon . 4.1. Credit Section 4.1 (value 1 point) •- °Specify a minimum of 25% of building materials th -, contain in eggregate, a minimum weighted of 20% mar recycled content material. Or, a minimum weighted average cd 40% postrindustriei recycled content material.' AN of the different types of material used in the construction of a building, and their individual rued content end value, will contribute toward the recycled credit. Ceco Door Products utilizes steel that has up to 26% recycled content, and up to 10 %® post-industrial recycled content steel- James A. Saheb, AHC, CSI • Product Manger Coo Door Products • ,eiezmAyerlegeomew :4- a= 09/12/2002 11 :06 STILES CUSTOM METALS .4 15032353 900 Loveridge Road • s = Pittsburg, CA 96525 -2A8 11 � , �� Phone 92 s-- 439 -6371 l o Fax �9 111011 t • K. Al November 2, To: Mr. Pierre Fortayon Reliance Sheet & Strip Co. 2301 W. 10th St. Antioch, CA 509 • - Dear Mr. FortaYQU: In response to your request for information regarding steel recycling: The issue of steel recycling is genera mis understood by the American the steel making process publ , because the use of steel scrap is an. integral part of th is some information from the Steel for over 150 year Attached for your reference Recycling Institute's (SRI) web site ( -recy le- l.org). Please visit their web site updated information. In reading this information, please keep in mind d that all for that pros ITSS -POSCC Industries is made only by the Bask mind steel produced by Oxygen ce (R®F) process. • There are several key points in the letter which I would like to point out a) Steel is the world's, as well as North America's most recycled material. In the United States alone nearly 67 million tons of steel were recycled in 1999. b) Steel is recycled for both enviromnental and economical reasons. It is bring it into always-cheaper to recycle steel than to mine virgin ore and of bx mgny the steel making process. But because of the long life-cycle steel products to return to the recycling loop, it is important to continue t mine virgin ore to supplement the production of new steeL c) Looking at the total steel market, using all forms of making steel, 2 out of every 3 pounds of new steel is produced from old steeL of the process, unlike that of some d) Steel recycling is an integral part old steel for competing industries, and the industry has been recycling over 150 years. There is a vast infrastructure already in place that takes advantage of the easiest forms of separating the steel scrap from other materials in the waste stream - magnetism. ISO 9002 Certified Web Site mow, ss- s Er - Cer r 11. ®6 STILES CUSTOM METALS 4 15032353100 NO.232 DO03 • Z/�802 Mr. Pierre Fortayon November 2, 2000 Page 2 In summary, USS -PQSC® Industries steel products contain approximately 25 - 33% of old steel to make new steel. In fact, using 1999 industry statistics for Basic Oxygen Furnace operations, the steelmaking process used to .• - • for USS -POSCO Industries, the value for the total recycled content • addition, the post- consumer scrap recycled content was 18.0%_ hope your request I ho this satisfies our and meets your needs. If you any questions or comments please contact me directly. Sincerely, - Steve Gallaway Manager Technical Services Atfac ments: t •l/wnw.te ste�.or r�ym,ai�htm! htto://www.recycle-steelArgibuyftnainittml telplAweve recycle- steel.org�+n►IBuyl_ffterenth�rtfi cc: Joanie Wagner (w /o attachements Bonnie Woo (w /o attachments) Karl Herrala (w /o attachements) Charles Kearney (w /o attachments) • M T "_' ; 006 9:45 AM FR TO 50323531 00 4 PlOt 0 } >' §StWilIEA niii EsQ 1 1 ID Credit 5 Y'. Credit 5 Laca1/Ree ll Mate is s 1 -2 Points Intent increase demand fox building products that are manufactured locally; thereby reduc- ing the environmental impacts resulting from cheat transportation and supporting the local economy. Regtliretnent9 Credit 5.1 (1 point) Specify a minimum of 20% of building materials that are tnafttfatctorcd* regionally within a radios of S00 miles Credit 5.2 (1 point) Of these regionally manufactured materials, specify a mini - mum of 50% that arc cxtract+ed, harvested, or recovered within 500 'es. ---' • ° Mannfseturing seters to the feet detnati) of components Into the building product th,t ir: furnixhed and metalled by the tradesmen. (tor example. tf the hardware comes from D81110. TOM. the lumber from Vancouver. ncidsh Ca- lutubia and The iniu i in Kent Washington: then the Mention of the he/ rAgr/6�/�' 1, ItCr1t g v� Tecimologlea & S } tip Establish a project goal for locally sourced materials and identify materials and mate - a'y' rial suppliers that can achieve this goal. Dining construction, ensure that the specified local materials ate installed and quantify the total percentage of local materials in- stallcd. A - C:wal` i s / • LEED Rating System 2.0 27 ** TOTAL PAGE.04 ** t!. i ( CWS — iifURHAM FACILITY 1 PHASE 4 IEXPANSIIN s - c RUC Tu ikURHAM 0i ► ANCHORAGE OF 1)00' FRAMES �`= . „ = `-%4.=i' • Chown Openings, Inc., Portland OR • • Y 14. 11 4 STRUCTURAL CALCULATIONS Wind Speed, 3- Second Gust = 100 mph I EXPIRES 12/31/06 I Exposure C Wind Importance Factor, I = 1.15 F /Af = 23.5 psf (Sheet 2) 1j Jh - - Seismic Use Group D Site Class D Seismic Response Coefficient, S = I.06g - . , - Seismic Response Coefficient, S = 0.37g `f Seismic Importance Factor, I = 1.25 0 al ' 0 ® 0 1 Seismic Design Category: III •117 , i °� Fp = 0.476 *W (Sheet 2) - { Masonry Anchor A 17/MT- fie Ovc -aO F, m ' 1 Nomin:J Door N "nal Dw,� R'idrh Fr 6' Y2' Width 4 .. ._.g 0 4- `O '1 \ L° • o o /1 , I ! I 2.] / F x 1 „ W R {� Q \ I / Q 78' 84' f o o Q z z CC I VI I .L— '1 Sitglc DMr r",cning Dcnl !c Dix ()pjr�ng Single Door Sec Schodule Scc Sc dulE FQr L)eleils a1 See Selledfiil FaDdails it. ` _' lfl PorDetaib ( j \ a . . I O 1 . A17/MT Masonry Anchors 1 • (4) each jamb (typical) • •. • r xL, s-r ., v ' tez C �,r % Fir; .:!€:::', yO APR 2 , 4 2:6 . .^''.,ate. ,. .. . ASCE 7 6.5.13, Design Wind Load on Open ui9dings and Others Structures F = 06G Cf At Eq. 6 -25 qZ .00256 K K K V I Eq. 6 -15 Ht. z at the centroid of area Af = 3.5 ft Exp = C Exposure coefficient K 0.85 6.5.6.6, T -6 -3 for MWFR Topography factor K = 1.00 6.5.7.2 Directionality factor K = 0.85 Table 6-4 { Wind Speed V = 100 mph - Importance factor I 1.15 Table 6-1 q = 21.27 psf Gust Effect factor G = 0.85 . 6.5.8 . Force coeff Cf = 1.3 Figure 6-18 through 6-22 , Design wind pressure, F /Af = qz *G *C = 23.50 psf ' 2003 IBC, Section 1695, Earthquake Loads -Site Ground Motion 1695 -1 General Procedure for Determining maximum considered Earthquake & Design Spectral Response Accelerations Soil Site Class D v i Table 1615.1.1 Response Spectral Acc. (0.2 sec) Ss = 106 = 1.06g Figure 1615(1) Response Spectral Acc.( 1.0 sec) S = 37.0 = 0.37g Figure 1615(2) Site Coefficient Fe 1.076 Table 1615.1.2(1) Site Coefficient F,� 1.660 Table 1615.1.2(2) Max Considered Earthquake Acc. S F = 1.141 Eq. 16-38 Max Considered Earthquake Acc. S F, -S = 0.614 Eq. 16-39 5% Damped Design S Ds = 213 (SMs) = 0.760 Eq. 16-40 S01 = 2 / 3 (Snni) = 0.409 Eq. 16-41 Seismic force for Architectural, Mech and Elec components per 9.6. Sos= e 0.760 a 1.25 RP 1 Table 9.6.22 Height in structure @ attachment point, z= 4 Roof ht., h= 20 Eq- 9.6.1.3 -4 Ip 1.25 Pp. 9.6.1.5 0.4a SDsW(1 +2z/h) 0.666 fP p P = 0.666Wp Eq. 9.6.1.3-1 (Rvnp) fP 1.6SasIpWp = 1.521 Wp (Max.) Eq. 9.6.1.3-2 1.521 fP 0- 3SDSI = 0 -286Wp (Min.) Eq. 9.6.1.3 -2 0.286 fp 0.666Wp Strength Design fP 0.476W p Service Design 0 -666 I . - - 1 L. Vi 4 2006 :-_7,-:.:?::".;:' , ti V 3 c-ati : 1441 y Ag at r " Frame connection to grouted cell in 8" CMU block 1 .•. LnY 1 All frames have eight connectors, four per jamb Maximum force per door = 1,692 pounds (Mark 3, Wind, table below) ( Maximum force per connector, P = 1,692/8 = 212, say 240 pounds ( Wind F /Af= 23.5 psf (Sheet 2) Seismic f, = 0. 476 *W (Sheet 2) Door Width Height Area Weight Wind Seismic • Mark R/O R/O Af Wp F fp feet feet sq. ft. pounds pounds pounds 1 3.33 7.33 24.4 200 574 95 2 6.33 7.33 46.4 345 1090 164 _ 3 8.00 9.00 72.0 420 1692 200 4 5.42 7.33 39.7 270 934 129 Masonry Anchor A17/MT - 16 ga (t = 0.0598 ") F = 33,000 psi (assumed) Fb = 0.6 F = 20,000 psi Short term, F'b = 1.33 *Fb = 26,400 psi = • Check bending moment stress at critical section M = l .25 *P = 300 in- pounds Plate width = 2" Hole diameter = 1.25" I = t *(23 - 1.25 = 0.030 in4 ,iB t : o o e ' S= 2 *I/2 "= 0.030in f M/S= 9,956 psi < F'b — OK _ • • I i { L .__ . -_ _- �.�.__ -__. _ .. ___.._. , _ ..._.. _.._..._ . -...._ _. ( ' °"'- ^'. "^..` is -mod +;•�°�• Y e e. 1 ..I r a t l ._ a" i - � � " C1 �� ` l7�F VI Y1 9FB` F� �•' fN' �v... :��..�..� - 10-0(i k E _4� r : i �.o , SCHEDULE OF ARCHITECTURAL HARDWARE DURHAM WASTE WATER TREATMENT FACILITY - PHASE 4 EXPANSION 16580 SW 85TH AVENUE TIGARD, OREGON 97224 ARCHITECT MWH AMERICAS, INC. 111 SW 5TH AVENUE, STE. 1770 PORTLAND, OREGON 97204 CONTRACTOR CONTRACTOR'S INC. P.O. BOX 637 TUALATIN, OREGON 97062 SUPPLIER CHOWN INC. CHOWN OPENINGS DIVISION P.O. BOX 2888 PORTLAND, OREGON 97208 CHUCK R. /TOM SHIEL 503 - 243 -6512 OUR JOB NUMBER G1313CRTS - KEYING- ALL LOCKS AND EXIT DEVICES SHALL BE SUPPLIED WITH TEMPORARY CYLINDERS. PERMANENT CYLINDERS SHALL BE PROVIDED BY THE OWNER AND INSTALLED BY THE CONTRACTOR. TEMPORARY CONSTRUCTION CYLINDERS TO BE KEYED ALIKE AND SUPPLIED WITH (10) KEYS TO BE USED DURING CONSTRUCTION. 9/11/06 REVISED DOOR - PAGE CROSS REFERENCE DOOR PAGE ITEM NO. NO. NO. 109A 1 0001 109B 1 0002 110A 1 0003 111A 2 0004 Sec 111B 2 0005 S�,„;Tt 111C 3 0006 111D 3 0007 111E 3 0008 Se, 112A 4 0009 113A 4 0010 114A 5 0011 114B 5 0012 114C 5 0013 114D 6 0014 Se.c,L,,r:?/ 115A 6 0015 1 6 0016 115C 7 0017 115D 7 0018 116A 7 0019 117A 8 0020 118A 8 0021 Se-uk%) 118B 8 0022 Sec,,...: - 119 A 9 0023 s ; %L, 120A 9 0024 121A 9 0025 --?_cut. �� DURHAM WASTE WATER TREATMENT Page 1 ITEM NO. 0001 HW. TYPE 08 1 SGL. DOOR 109A STAIR TO WET WELL ACCESS ROOM 109 RH 3 "X 7 "X 1 -3/4" NR HMD X 3PS 3.0 EA BUTT TA2314 4.5 X 4.5 NRP 630 MCKINNEY 1.0 EA HOSPITAL LATCH 7815 PT RH 630 SARGENT 1.0 EA CLOSER 7500H 689 NORTON 1.0 EA KICKPLATE K1050 16" X 34" B4E 630 ROCKWOOD 1.0 EA STOP 409 626 ROCKWOOD 3.0 EA SILENCER 307D GREY HAGER ITEM NO. 0002 HW. TYPE 10 1 PR. DOORS 109B ODOR CONTROL BLOWER ROOM 110 TO RHA WET WELL ACCESS ROOM 109 Per LZ.5tAc1 31'5. S,Inti, L' N R d u wk 2 -3'0 "X 7'0 "X 1 -3/4" HMD X 3PS -L -, , (00 :.1 0-E- ix-, 1 -ti ) 31 �1 ., b i V� r r �, C 6.0 EA BUTT T4A3386 4.5 X 4.5 NRP 630 MCKINNEY 1.0 EA HOSPITAL LATCH 7815 PT RH 630 SARGENT 2.0 EA CLOSER 7500H 689 NORTON 2.0 EA FLUSHBOLT 555 626 ROCKWOOD 1.0 EA DUST PR. STR. 570 -626 ROCKWOOD 2.0 EA KICKPLATE K1050 16" X 34" B4E 630 ROCKWOOD 1.0 EA THRESHOLD 271A -72" PEMKO 1.0 SET GASKETING S88D -20' PEMKO 2.0 EA DOOR BOTTOM 18061CNB -36" PEMKO 1.0 EA ASTRAGAL 357SP -84" PEMKO *MOUNT ON ACTIVE LEAF* ITEM NO. 0003 HW. TYPE 08 1 SGL. DOOR 110A STAIR TO ODOR CONTROL BLOWER RH ROOM 110 3'0 "X 7'0 "X 1 -3/4" NR HMD X 3PS 3.0 EA BUTT TA2314 4.5 X 4.5 NRP 630 MCKINNEY 1.0 EA HOSPITAL LATCH 7815 PT RH 630 SARGENT 1.0 EA CLOSER 7500H 689 NORTON 1.0 EA KICKPLATE K1050 16" X 34" B4E 630 ROCKWOOD 1.0 EA STOP 409 626 ROCKWOOD 3.0 EA SILENCER 307D GREY HAGER DURHAM WASTE WATER TREATMENT Page 2 ITEM NO. 0004 HW. TYPE 02 1 SGL. DOOR 111A EXTERIOR FROM FACILITY ACCESS & R H +2 EQUIPMENT LOADING 111 5„ Pr-- 3' 0 "X 7' 0 "X 1 -3/4" NR Lac - HMD X 3PS 3.0 EA BUTT T4A3386 4.5 X 4.5 NRP 630 MC 1.0 EA RIM EXIT DEVICE 63 8804 F PSB LHR 630 SARGENT 1.0 EA CLOSER CPS - 7500 -T 689 NORTON 1.0 EA KICKPLATE K1050 16" X 34" B4E 630 ROCKWOOD 1.0 EA THRESHOLD 271A -36" PEMKO 1.0 SET GASKETING S88D -17' PEMKO 1.0 EA DOOR BOTTOM 18061CNB -36" PEMKO .0 *SARGENT WEATHERSEAL 68 -1400 AND 52 -0263 EXCLUDED. .0 *KEYPAD EXIT Gl -PK -63 -8878 X ETL TO BE PROVIDED BY OTHERS. .0 *CARD READER, ELECTRIC STRIKE, AND POWER CONTROLLER PROVIDED [ BY AND INSTALLED BY SONITROL. ` i v : c 1t G --1.x. 1 l�-o -es :tn [�✓�iu.:.. - .2.(L_i_ �. � Sf - -'-i L N1:�•1; • k k iqv 4 5 ITEM NO. 0005 HW. TYPE 02 1 SGL. DOOR 111B EXTERIOR FROM FACILITY ACCESS & R LI EQUIPMENT LOADING 111 - S le P - 3'0 "X 7'0 "X 1 -3/4" NR HMD X 3PS 3.0 EA BUTT T4A3386 4.5 X 4.5 NRP 630 MCKINNEY 1.0 EA RIM EXIT DEVICE 63 8804 F PSB RHR 630 SARGENT 1.0 EA CLOSER CPS - 7500 -T 689 NORTON 1.0 EA KICKPLATE K1050 16" X 34" B4E 630 ROCKWOOD 1.0 EA THRESHOLD 271A -36" PEMKO 1.0 SET GASKETING S88D -17' PEMKO 1.0 EA DOOR BOTTOM 18061CNB -36" PEMKO .0 * SARGENT WEATHERSEAL 68 -1400 AND 52 -0263 EXCLUDED. .0 *KEYPAD EXIT G1 -PK -63 -8878 X ETL TO BE PROVIDED BY OTHERS. .0 *CARD READER, ELECTRIC STRIKE, AND POWER CONTROLLER PROVIDED BY AND INSTALLED BY SONITROL. 'Poo ZL G I-Y e vr..t 1 21e� �`C Sfr 1-L 9 c {�.�,: - roe DURHAM WASTE WATER TREATMENT Page 3 ITEM NO. 0006 HW. TYPE 07 1 SGL. DOOR 111C FACILITY ACCESS & EQUIPMENT RHR LOADING 111 FROM VFD ROOM A 3' 0 "X 7' 0 "X 1 -3/4 " NR HMD X 3PS 3.0 EA BUTT TA2314 4.5 X 4.5 NRP 630 MCKINNEY 1.0 EA RIM EXIT DEVICE 8815 ETJ RHR 630 SARGENT 1.0 EA CLOSER 7500H 689 NORTON 1.0 EA KICKPLATE K1050 16" X 34" B4E 630 ROCKWOOD 1.0 EA STOP 409 626 ROCKWOOD 3.0 EA SILENCER 307D GREY HAGER ITEM NO. 0007 HW. TYPE 07 1 SGL. DOOR 111D FACILITY ACCESS & EQUIPMENT LHR LOADING 111 FROM VFD ROOM B 3'0 "X 7 "X 1 -3/4" NR HMD X 3PS 3.0 EA BUTT TA2314 4.5 X 4.5 NRP 630 MCKINNEY 1.0 EA RIM EXIT DEVICE 8815 ETJ LHR 630 SARGENT 1.0 EA CLOSER 7500H 689 NORTON 1.0 EA KICKPLATE K1050 16" X 34" B4E -630 ROCKWOOD 1.0 EA STOP 409 626 ROCKWOOD 3.0 EA SILENCER 307D GREY HAGER ITEM NO. 0008 HW. TYPE 03 1 SGL. DOOR 111E FACILITY ACCESS & EQUIPMENT LOADING 111 . 0 *BALANCE OF HARDWARE BY OTHERS DURHAM WASTE WATER TREATMENT Page 4 ITEM NO. 0009 HW. TYPE 06 1 PR. DOORS 112A FACILITY ACCESS & EQUIPMENT RHRA LOADING FROM.'VFD ROOM B 2 -3'0 "X 9'0 "X 1 -3/4" NR HMD X 3 PS G 3r' O 6.0 EA BUTT T4A3386 4.5 X 4.5 NRP 630 MCKINNEY 1.0 EA SVR EXIT DEVICE 8710 EO -9' SVR EXT. LHR 630 SARGENT 1.0 EA EXIT DEVICE 63 -8904 ETJ 815 STRIKE RHR 630 SARGENT 1.0 EA CYLINDER CONSTRUCTION CORE SAH. 1.0 EA COORDINATOR 297D -72" 600 HA.4, ,. ' -;,F` • 2.0 EA BRACKET 297N 600 HA4, 2.0 EA CLOSER 7500H 689 NO' 2.0 EA KICKPLATE K1050 16" X 34" B4E 630 ROCKWOOD 2.0 EA STOP 409 626 ROCKWOOD 1.0 EA ASTRAGAL 357SP -108" PEMKO *MOUNT ON ACTIVE LEAF* 4.0 EA SILENCER 307D GREY HAGER ITEM NO. 0010 HW. TYPE 06 1 PR. DOORS 113A FACILITY ACCESS & EQUIPMENT RHRA LOADING FROM VFD ROOM A 2 -3'0 "X 9 "X 1 -3/4" - NR HMD X 3 PS `-.,vO 7 6.0 EA BUTT T4A3386 4.5 X 4.5 NRP 630 MCKINNEY 1.0 EA SVR EXIT DEVICE 8710 EO 9' SVR EXT LHR 630 SARGENT 1.0 EA EXIT DEVICE 63 -8904. ETJ 815 STRIKE RHR 630 SARGENT 1.0 EA CYLINDER CONSTRUCTION CORE SARGENT 1.0 EA COORDINATOR 297D -72" 600 HAGER 2.0 EA BRACKET 297N 600 HAGER 2.0 EA CLOSER 7500H 689 NORTON 2.0 EA KICKPLATE K1050 16" X 34" B4E 630 ROCKWOOD 2.0 EA STOP 409 626 ROCKWOOD 1.0 EA ASTRAGAL 357SP -108" PEMKO *MOUNT ON ACTIVE LEAF* 4.0 EA SILENCER 307D GREY HAGER • DURHAM WASTE WATER TREATMENT Page 5 ITEM NO. 0011 HW. TYPE 07 1 SGL. DOOR 114A ELECTRICAL ROOM 114 FROM LHR VFD ROOM A 3 ' 0 "X 7' 0 "X 1-3/4" NR HMD X 3PS . 3.0.EA BUTT TA2314 4.5 X 4.5 NRP 630 MCKINNEY 1.0 EA RIM EXIT DEVICE 8815 ETJ LHR 630 SARGENT 1.0 EA CLOSER 7500H 689 NORTON 1.0 EA KICKPLATE K1050 16" X 34" B4E 630 ROCKWOOD 1.0 EA STOP 409 626 ROCKWOOD 3.0 EA SILENCER 307D GREY HAGER ITEM NO. 0012 HW. TYPE 07 1 SGL. DOOR 114B ELECTRICAL ROOM 114 FROM LHR VFD ROOM B 3'0 "X 7'0 "X 1 -3/4" NR HMD X 3PS 3.0 EA BUTT TA2314 4.5 X 4.5. NRP 630 MCKINNEY 1.0 EA RIM EXIT DEVICE 8815 ETJ LHR 630 SARGENT 1.0 EA CLOSER 7500H 689 NORTON 1.0 EA KICKPLATE K1050 16" X 34" B4E -630 ROCKWOOD 1.0 EA STOP 409 626 ROCKWOOD 3.0 EA SILENCER 307D GREY HAGER ITEM NO. 0013 HW. TYPE 07 1 SGL. DOOR 114C STAIR #1 FROM ELECTRICAL ROOM 114 RHR 3' 0 "X 7' 0 "X 1 -3/4 " NR HMD X 3PS 3.0 EA BUTT TA2314 4.5 X 4.5 NRP 630 MCKINNEY 1.0 EA RIM EXIT DEVICE 8815 'ETJ RHR 630 SARGENT 1.0 EA CLOSER 7500H 689 NORTON 1.0 EA KICKPLATE K1050 16" X 34" B4E 630 ROCKWOOD 1.0 EA STOP 409 626 ROCKWOOD 3.0 EA SILENCER 307D GREY HAGER DURHAM WASTE WATER TREATMENT Page 6 r ITEM NO. 0014 HW. TYPE 01 1 PR. DOORS 114D EXTERIOR FROM ELECTRICAL ROOM 114 RHRA 2 -3'0 "X 7 "X 1 -3/4" NR HMD X 3PS f\_ , 6 Co-- x0. 0,�1 . ) 6.0 EA BUTT T4A3386 4.5 X 4.5 NRP 630 MCKINNEY 1.0 EA SVR EXIT DEVICE 8710 EO LHR 630 SARGENT 1.0 EA EXIT DEVICE 63 -8904 ETJ 815 STRIKE RHR 630 SARGENT 1.0 EA CYLINDER CONSTRUCTION CORE SARGENT 1.0 EA COORDINATOR 297D -72" 600 HAGER 2.0 EA BRACKET 297N 600 HAGER 2.0 EA CLOSER CPS - 7500 -T 689 NORTON _2.0 EA _ _KICKPLATE _ _ K1050 16" X 34 ". B4E 630 ROCKWOOD 1.0 EA THRESHOLD 271A -72" - PEMKO 1.0 SET GASKETING S88D -20' PEMKO 2.0 EA DOOR BOTTOM 18061CNB -36" PEMKO 1.0 EA ASTRAGAL 355CS -84" PEMKO *MOUNT ON ACTIVE LEAF* 1.0 SET GASKETING S88D -7' *MOUNT ON ASTRAGAL* P , ` .0 EA DR. POS. SWITCH BY OTHERS ITEM NO. 0015 HW. TYPE 08 1 SGL. DOOR 115A FACILITY ACCESS & LOADING 111 TO LH VALVE CONTROL 115 3' 0 "X 7' 0 "X 1 -3/4 " NR HMD X 3PS 3.0 EA BUTT TA2314 4.5 X 4.5 NRP 630 MCKINNEY 1.0 EA HOSPITAL LATCH 7815 PT LH 630 SARGENT 1.0 EA CLOSER 7500H 689 NORTON 1.0 EA KICKPLATE K1050 16" X 34" B4E 630 ROCKWOOD 1.0 EA STOP 409 626 ROCKWOOD 3.0 EA SILENCER 307D GREY HAGER ITEM NO. 0016 HW. TYPE 08 1 SGL. DOOR 115B STAIR #1 TO VALVE CONTROL 115 LH 3'0 "X 7'0 "X 1 -3/4" NR HMD X 3PS 3.0 EA BUTT TA2314 4.5 X 4.5 NRP 630 MCKINNEY 1.0 EA HOSPITAL LATCH 7815 PT LH 630 SARGENT 1.0 EA CLOSER 7500H 689 NORTON 1.0 EA KICKPLATE K1050 16" X 34" B4E 630 ROCKWOOD 1.0 EA STOP 409 626 ROCKWOOD 3.0 EA SILENCER 307D GREY HAGER DURHAM WASTE WATER TREATMENT Page 7 ITEM NO. 0017 HW. TYPE 08 1 SGL. DOOR 115C VALVE CONTROL 115 TO STAIRS LH 3' 0 "X 7' 0 "X 1 -3/4" NR HMD X 3PS 3.0 EA BUTT TA2314 4.5 X 4.5 NRP 630 MCKINNEY 1.0 EA HOSPITAL LATCH 7815 PT LH 630 SARGENT 1.0 EA CLOSER 7500H 689 NORTON 1.0 EA KICKPLATE K1050 16" X 34" B4E 630 ROCKWOOD 1.0 EA STOP 409 626 ROCKWOOD 3.0 EA SILENCER 307D GREY HAGER ITEM NO. 0018 HW. TYPE 08 - • 1 SGL. DOOR 115D VALVE CONTROL 115 FROM FACILITY LHR ACCESS & EQUIPMENT LOADING 111 • 3' 0 "X 7 1-3/4" NR HMD X 3PS 3.0 EA BUTT TA2314 4.5 X 4.5 NRP 630 MC. ,►1► 1.0 EA HOSPITAL LATCH 7815 PT LHR 630 SA :c 1.0 EA CLOSER 7500H 689 NO s... 1.0 EA KICKPLATE K1050 16" X 34" B4E 630 ROI -,. -= 1.0 EA STOP 409. -626 RO `' ';'4P 3.0 EA SILENCER 307D GREY HAGER ITEM NO. 0019 HW. TYPE 05 1 SGL. DOOR 116A FACILITY ACCESS AND EQUIPMENT RH LOADING 111 TO SCADA MONITOR ROOM 116 3'0 "X 7'0 "X 1 -3/4" NR , ,,,,..HMD X 3PS 1.0 EA HOSPITAL LATCH 7815 'PT RH 630 SARGENT 1.0 EA CLOSER CPS - 7500 -T 689 NORTON 1.0 EA KICKPLATE K1050 16" X 34" B4E 630 ROCKWOOD 1.0 EA STOP 409 626 ROCKWOOD . 0 *BALANCE OF HARDWARE BY OTHERS DURHAM WASTE WATER TREATMENT Page 8 ITEM NO. 0020 HW. TYPE 04 1 SGL. DOOR 117A SCADA MONITOR ROOM 116 FROM LHR TOILET 117 3' 0 "X 7' 0 "X 1-3/4" NR HMD X 3PS 3.0 EA BUTT TA2314 4.5 X 4.5 NRP 630 MCKINNEY 1.0 EA PRIVACY LATCH 49 -8265 LNJ LHR 630 SARGENT 1.0 EA COAT HOOK 3070 -1 626 TRIMCO 1.0 EA KICKPLATE K1050 16" X 34" B4E 630 ROCKWOOD 1.0 EA STOP 409 626 ROCKWOOD 3.0 EA SILENCER 307D GREY HAGER ITEM NO. 0021 HW. TYPE 09 -A 1 SGL. DOOR 118A COURTYARD 119 TO HVAC ROOM 118 LH 3'0 "X 7'0 "X 1 -3/4" NR HMD X 3PS 3.0 EA BUTT TA2314 4.5 X 4.5 NRP 630 MCKINNEY 1.0 EA LOCKSET 63 -8204 LNJ LH 630 SARGENT 1.0 EA CYLINDER "CONSTRUCTION CORE SARGENT 1.0 EA CLOSER 7500H 689 NORTON 1.0 EA KICKPLATE K1050 16" X 34" B4E -630 ROCKWOOD 1.0 EA THRESHOLD 271A -36" PEMKO 1.0 SET GASKETING S88D -17' PEMKO 1.0 EA DOOR BOTTOM 18061CNB -36" PEMKO .0 EA DR. POS. SWITCH BY OTHERS ITEM NO 0022 HW. TYPE 10'" 1 PR. DOORS 118B EXTERIOR FROM HVAC ROOM 118 LHRA 2 - 3 ' 0 "X 8' 8 "X 1-3/4" NR HMD X 3PS - ? 13 e 3t o �Glz.�.bC� iY- ,w„s,.) . 8.0 EA BUTT T4A3386 4.5 X 4.5 NRP 630 MCKINNEY 1.0 EA EXIT DEVICE 8910 EO LHR 630 SARGENT 2.0 EA CLOSER 7500H 689 NORTON 1.0 EA FLUSHBOLT 555 626 ROCKWOOD 1.0 EA FLUSHBOLT 555 X 36" TOP EXTENSION 626 ROCKWOOD 1.0 EA DUST PR. STR. 570 626 ROCKWOOD 2.0 EA KICKPLATE K1050 16" X 44" B4E 630 ROCKWOOD 1.0 EA THRESHOLD 271A -72" PEMKO 1.0 EA GASKETING S88D -20' PEMKO 2.0 EA DOOR BOTTOM 18061CNB -36" PEMKO 1.0 EA ASTRAGAL 355CS -120" PEMKO *MOUNT ON ACTIVE LEAF* U' � ! i i1 -k:ZS D. \ � S �. w° c.l -F� S k� 1 -7 DURHAM WASTE WATER TREATMENT Page 9 ITEM NO. 0023 HW. TYPE 09 -B 1 SGL. DOOR 119A COURTYARD 119 TO MECHANICAL LH 3'0 "X 6'4 "X 1 -3/4" NR HMD X 3PS 3.0 EA BUTT TA2314 4.5 X 4.5 NRP 630 MCKINNEY 1.0 EA LOCKSET 63 -8204 LNJ LH 630 SARGENT 1.0 EA CYLINDER CONSTRUCTION CORE SARGENT 1.0 EA CLOSER 7500H 689 NORTON .0 EA DR. POS. SWITCH BY OTHERS ITEM NO_. 002.4 HW. TYPE 02 - - 1 SGL. DOOR 120A MECHANICAL FROM STAIR LHR 3 "X 7'0 "X 1 -3/4" NR HMD X 3PS 3.0 EA BUTT T4A3386 4.5 X 4.5 NRP 630 MCKINNEY 1.0 EA RIM EXIT DEVICE 63- 8804 -F PSB LHR 630 SARGENT 1.0 EA CLOSER CPS - 7500 -T 689 NORTON 1.0 EA KICKPLATE K1050 16" X 34" B4E 630 ROCKWOOD 1.0 EA THRESHOLD 271A -36" PEMKO 1.0 SET GASKETING S88D -17' PEMKO 1.0 EA DOOR BOTTOM 18061CNB -36" - PEMKO .0 *SARGENT WEATHERSEAL 68 -1400 AND 52 -0263 EXCLUDED. .0 *KEYPAD EXIT G1 -PK -63 -8878 X ETL TO BE PROVIDED BY OTHERS. .0 *CARD READER, ELECTRIC STRIKE, LA ti AND POWER CONTROLLER PROVIDED i c � 5 � � ; BY AND INSTALLED BY SONITROL. ‘ Dc,, 1 ti S., •'^ b CE" s �rch .,1,o vc ^. ITEM NO. 0025 HW. TYPE 08 1 SGL. DOOR 121A FACILTIY ACCESS & EQUIPMENT LHR LOADING 111 FROM RECYCLE STORAGE 121 - " " - 3'0 "X 7'0 "X 1 -3/4" NR HMD X 3PS 3.0 EA BUTT TA2314 4.5 X 4.5 NRP 630 MCKINNEY 1.0 EA HOSPITAL LATCH 7815 PT LHR 630 SARGENT 1.0 EA CLOSER 7500H 689 NORTON 1.0 EA KICKPLATE K1050 16" X 34" B4E 630 ROCKWOOD 1.0 EA STOP 409 626 ROCKWOOD 3.0 EA SILENCER 307D GREY HAGER 1. These drawings have been prepared for the use of Grand Project: PROJECT Openings, Inc. ONLY. We will not be responsible for Durham Advanced Wastewater SP CIFICATIONS errors incurred through their use by other trades. Treatment Facility 2. All material shown on our shop drawings will be manufactured Phase 4 to fixed dimensions. The Contractor or Architect must 16580 SW 85th Ave Hollow Metal Doors: Tigard, OR 97224 16 ga approve prints for both design and dimensions. Polyurethane Core 3. Tubular sections should NOT be grouted. All product Welded Seamless guarantees are void if these sections are grouted. Interior - Cold Rolled Steel 4. Doors and frames shall be properly reinforced, drilled and Exterior - Galvanized A60 tapped for mortised hardware in accordance with the approved hardware schedule. Function holes shall be provided at the factory for locksets and exit devices. Trim holes for hardware are to be drilled and tapped when required, in the field by others. Hollow Metal Frames: 5. We do not furnish screws, bolts or other fasteners required to Contractor: 16 ga attach our products to other trades. Contractors Inc. Continuously Welded 6. Glass, glazing and hardware furnished by others unless 19165 SW 119th Interior - Cold Rolled Steel otherwise noted. Tualatin, OR 97062 Exterior - Galvanized A60 7. Frames must be set absolutely plumb, square and level. [503] 992 -0100 phone [503] 692 -5396 fax Spreader bars should be removed prior to setting frames. Sound Door /Frame: 8. All doors and frames must be checked for correct size, swing Stiles STC 52 and hardware preparation BEFORE installation. 9. Unless otherwise noted, J -boxes and conduit for electric Rev: Date: By: Description: hardware shall be supplied and installed in the field by others. Note that where J -boxes are to be used, no grout 1 10 -17 DD review - MWH Americas protection has been provided. Others: 10. If field joints are required due to shipping limitations or by 2 3 -9 -OE DD review Glass: by others building access limitations, they shall be joined in the field by others. 3 9 -15 DD review j Construction Board Registration Prepared By: Job: Ch �1'l��Z,►�4 Inc ��� onsruc g istration DD Dur -WWT Oregon - 91135 2340 S.E. Gladstone St. [503] 235 -3105 (phone) W - Chovvnl *OSOND Date: Drawing #: Portland, OR 97202 [503] 235 -3100 (fax) 7 -26 -05 /rev 3 1 Guidelines For On -Site Storage Of Hollow Metal Doors and Frames These guidelines for on -site storage are furnished by Grand Openings, Inc. to Questions & Clarifications help prevent problems with rusting of hollow metal doors and frames due to exposure and /or damage resulting from improper storage. By inclusion of these guidelines as part Please note the following: of the submittal drawings, and as part of the shipping documents, the contractor is officially notified that if these guidelines are not followed, Grand Openings Inc. will bear 1. We will be using our standard door undercut of 3/4 ", - no responsibility for failure of the primer or damage to hollow metal, and will not bear unless otherwise indicated by hardware. any of the costs for repair of said primer or hollow metal. Please confirm. L Store doors and frames under cover to protect them from weather and sunlight. The elements will damage the primer and allow rusting occur. If shelter is not available, 2. STC52 doors can not have any glass. Opening 116A cover doors and frames with plastic. If plastic covering is used it is very important to remove it for a short time daily to allow air circulation and to prevent moisture build -up will be built as a STC 52 Door/Frame with a STC 49 on the primer. lite kit. 2. Stack doors and frames on skids at least 4" off of the t, round or floor. This prevents standing water on the job site from contacting the doors and frames and 3. Revision per review dated 11 -11 -2005 rusting them at their base. The primer is designed for limited protection until the topcoat is applied, not for submerged conditions. 3. Stack doors and frames in an tale ri ht imosition. Do NOT store horizontail . This prevents standing water on the job site from contacting the doors and frames and rusting them at their base. The primer is designed for limited protection until the topcoat is applied, not for submerged conditions. 4. Place wood spacers between doors and frames, no less than %" thick This allows air circulation around the prime coat and prevents moisture from accumulating between the doors and frames. If this is not done the primer will deteriorate and rusting will occur. 5. Stack no more than five doors or single - opening frames together and no more than three multi -o enin,s frames to Letter. Larger stacks will cause an excessive weight burden on the back doors and frames and will cause warping or bending. Unless otherwise stated in the job specifications, all doors and frames have one coat of high quality, pigmented alkyd resin primer. Because the primer must be porous to properly receive and hold topcoats, moisture that comes into contact with the primer will seep through to the steel by capillary action. Electoytic action then follows, resulting in corrosion, which cause the paint film to lose adhesion. The presence of oxygen at the water -air interface behind the loosened paint film accelerates corrosive action and further primer coat deterioration. It is imperative that those parties who are responsible for the storage of primed hollow metal at the job site follow the recommended guidelines for on site storage RIGIDLY. All ferrous metal products should be stored where they are least likely to be exposed to contact with water. � �. Prepared By: fob: Chown I 1 Storage Guidelines Questions Dur -W WT 2340 S.E. Gladstone St. [503] 235 -3105 (phone) Date: I rawing #: Portland, OR 97202 [503] 235 -3100 (fax) Clarifications 7 -26 -05 /rev 3 2 Handing Diagram " A - Designates Key LH R RHA LHA LHR C RI IR RHRA LHRA A - Active Leaf of Pairs Column 1: Opening Number Column 9: Door Series Column 10: Door Gauge Column 17: Frame Descp Column 2: Location Metal Doors Column 11: Door Edge • 3PS - Single Door Frame • From/To (used for keying) • RI - CECO Regent • Blank - Seam • 3PD - Double Door Frame • First Location is Keyside of door Honeycomb Core • SEM - Bondo Filled Edges • SPCL - See Frame Elevations Column 3: Qty. • IU - CECO Imperial • W /SEM - Continous Welded Edges Column 18: Jamb Depth Column 4: S/P Polyurethane Core • MVE - Matching Vertical Edges • Example: 534 = 5 3/4" • S - Single • LP - CECO Legion Wood Doors Only Column 19: Frame Gauge • P - Pair Polystyrene Core • SWE - Softwood Edges Column 20: Frame Material Column 5: Handing • MS - CECO Medallion Wood Doors Only • CRS - Cold Rolled Steel • See Legend at Top Steel Stiffened Column 12: Door Matl - Door Material • A60 - Hot Dipped Galvanized Steel Column 6: Label - Fire Rating • FT - CECO Fuego • CRS - Cold Rolled Steel Column 21: Series • A - 3 Hour 250 Temp Rise • A60 - Hot Dipped Galvanized Steel • SU - Unequal Rabbet Frame • B - 1 1/2 Hour • SM - Stiles Column 13: Door Core • SC - Cased Opening Frame • 0 - 1 Hour Steel Stiffened Wood Doors Only • DU - Unequal Rabbet Drywall Frame • C - 3/4 Hour • SI - Stiles • PC - Particalboard • TM - Timely • T - 20 minutes Urethane Core • MC - Mineral Core • _ - See Jamb Details • LCO - Label Construction Only • SHM - Trussbilt • LC - Lumber Core Column 22: Head No Physical Label Detention Doors • HC - Hollow Core • Blank - 2" Head • P - Positive Pressure Wood Doors • 2 -L - 21b Lead Lined • H400 - 4" Head • U - Underwriter's Laboratory Cut (listed first) Column 14: Door Finish Column 23: Frame Elev • W - Warnock Hersey International • PG - Paint Grade • Blank - Primed (Metal Only) • A - Single Door Opening, 2" Head • S - Smoke Label Construction • SG - Stain Grade • RAW • B - Double Door Opening, 2" Head • 4 - 450 Temperature Rise • RC - Rotary Cut • CLEAR - Manufacture's Standard • - See Frame Elevations • "A" - Category "A" Positive Pressure • PS - Plain Sliced • STAIN - Manufacture's Standards Column 24: Anchor Wood Doors Only • QS - Quarter Sawn • PAINT - Painted or Primed • See Anchor Sheet • 250 - Temperature Rise Veneer • MATCH - Match Sample Column 25: Hdwe Set Wood Doors Only • B - Birch Column 15: Door Elev - Door Elevation • See Hardware Schedule Column 7: Thick - Door Thickness • NB - Natural Birch • F - Flush Column 8: Door Size • WB - White Birch • G - Half Glass • Nominal Door Leaf Size • RO - Red Oak • N - Narrow Glass • WO - White Oak • V - View Window • WM - White Maple • L - Louver • C - Cherry • _ - See Door Elevations • HB - Hardboard Column 16: Frame Size • PLAM - Plastic Laminate • As Related to Doors Only. Chown Openings Inc. Prepared By: Job: Legend DD Dur -WWT 2340 S.E. Gladstone St. [503] 235 - 3105 (phone) For Use With Schedule Sheet Date: Drawing #: Portland, OR 97202 [503] 235 - 3100 (fax) Updated 6 -08 -05 7 -26 -05 3 I I 9 " 9 " i I 6'8' 3 Bottom Bottom 7'0" Per Hardware Of Door Of Door Schedule Equal As Regired 3!4 Equal By Hardware Y o 4 Threshold Threshold Detail 1 Detail 2 IY , r E qual +1 ' i r 0 a� x c G] �Y. T C CO Do T . Cn Equal -o o p � co ° �� Equal i - t,, a, �r o a Ca r o _ p _ Y. N 4 8 4 Standard Hardware Locations Visible Glass: 5" x 25" . Door Elevation F Door Elevation N ` boor Elevations Prepared By: Job: f � DD Dur -WWT Hardware Locations 2340 S.E. Gladstone St. [503] 235 -3105 (phone) Threshold I� ���fll Date: Drawing #: Portland, OR 97202 [503] 235 -3100 (fax) 7 -26 -05 /rev 3 4 Nominal Door Width Nominal Door Nominal Door Width - -j-2" typ. Nominal Door Width Width — i ' \ �l — , �4 a6 / ao / nn �oL x x x ' .� o 0 0 0 Q \ Q \ Q \ / ' L • C G C C % E s N i o E z z z z Single Door Opening Double Do r Opyriing Single Door opening DoUb e Do r Op f ng See Schedule See Schedul Fa'Details See Schedule, See Sche For Details for Details i For Details ` Frame Elevation A Frame Elevation B Frame Elevation C Frame Elevation D Chit Wn ilt ° Prepared By: Job: Frame Elevations DD Dur -WWT 2340 S.E. Gladstone St. [503] 235 -3105 (phone) Date: Drawing #: Portland, OR 97202 [503] 235 -3100 (fax) 7 -26 -05 /rev 3 5 64" Rough Opening 63 1/2 " Overall Frame - Nominal Door 36 " r 21 1/2 4 " Width - 2" typ• s gi 16 S Door /Frame x by others 78 " o 84 " Ca c 0 2 Single Door Opening 6 \ See Schedules Single Door Opening See Schedule. For Details for Details ' Frame Elevation E — Frame Elevation STC Ciwwi P !" J . Pr ePrepared By: Job: Frame Elevations DD Dur -WWT 2340 S.E. Gladstone St. [503] 235 -3105 (phone) Date: Drawing #: Portland, OR 97202 [503] 235 -3100 (fax) 7 -26 -05 /rev 3 6 7/16 k q } } u 7/16 - L 19/16" 19/16" 19/16" b d Glass 5 3/4 " 5 3/4 " By Others 5 3/4 " 1 11 5 /16 '..1 15/16" ',\Z5`\-. ; Y' r, >� 7 . I 7/16 1- 2" 2 II 5/8" x 5/8" F 2" -1 1 5/8 " 5/8 " Glass Stop Typ. Detail 1 Detail 2 Detail 3 5 3/4 " 53/4" 53/4" L 1 15/16" I I 9/16" 7/16 7/16-1 7/16 7/16 Glass 5/8" x 5/8" � — i ____ 7 By Others Glass Stop L Typ. , 4 „ 4 , L ,,, 6 5/8 ' i ,,'.` , 1 15/16 " --1-1 9/16 " 5/8" x 5/8" ;;MK glass Glass Stop * ‘ "/` by others Typ. ; 110), _ 7/16 7/16 -° 1 15/16 - 1 9/16 " Detail 4 Detail 5 Detail 6 Ch J ��, � ow /� enings9Inc Prepared By: Job: DD DUr -WWT Jamb Details 2340 S.E. Gladstone St. [503] 235 -3105 (phone) Date: Drawing #: Portland, OR 97202 [503] 235 -3100 (fax) 7 -26 -05 /rev 3 7 Notes: We will provide standard floor shoes at all frames except bolt -in and wood stud. At these openings we will provide an additional anchor near the sill.'"' Knockdown Drywall Frames have an integral plumb pc,.- `L.,`,) anchor and sill anchor in each jamb. C.w c- v v I v v . L v -,' i mi ri Li r , i t ,. , 0 , O O _ �/ <sr c- v v a v Existing Opening Anchor Masonry Anchor Wire Masonry Anchor EO /PD - Punch and Dimple Only A17 /MT- A16 /WMF- li L li, L Metal Stud Anchors are only for custom frames. Standard frames will — have Wood/Metal Stud Anchors. P I P Metal Stud Anchor Wood Stud Anchor A18 /MS- A23 /WSS- Chown : Openings, Inc paredBy Job: Dur -WWT Anchors Y ` 2340 S.E. Gladstone St. [503] 235 -3105 (phone) ,, ". ` �\ te: Drawing #: Grand Openings, Inc Job: DUR -WWT Opening Schedule for:DURHAM ADVANCED WASTEWATER THE Submittal Date: 16 SEP 06 Page: S i Opening Location Qty S/P Handing Label Thick Door Door Ga Door Door Door Door Door Frame Frame Jamb Ga Frame Se Head Frame Anchor Hdwe Number Size Series Edge Matl Core Finish Elev Size Descp Depth Matl ri Elev Set (Nominal) es 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 109A Stair To Wet Well Access 1 S RH 1 3/4 3'0'7'0' IU 16 SEM CRS F 3' 0 "7' 0" 3PS 534 16 CRS SU A A17 /MT- 8 Rm109 109E Odor Control Blower Rm 1 P LH \RH 1 3/4 3'0'7'0" IU 16 SEM CRS F 6 534 16 CRS SU 4 : A17 /MT- 10A 110 To Wet Well Access Rm (IA 109 1 3/4 3'0 "7'0" IU 16 SEM CRS �'� 1 110A Stair To Odor Control 1 S RH 1 3/4 3 "7 IU 16 SEM CRS F 3'0"7'0" 3PS 534 16 CRS SU A A17 /MT- 8 Blower Rm 110 111A Exterior From Facility 1 S Ar 1 3/4 3'0 IU 16 SEM A60 F 3'0"7'0" 3PS 534 16 A60 SU H400 C A17 /MT- 2 S,e,- RVc :''' Access & Equip. Loading c ev 111 RH h _ 0,r,,4 I I r} .: _k 111E Exterior From Facility 1 S 1 ' 1 3/4 3'0 IU 16 SEM A60 F 3' 0 "7' 0" SPCL 534 16 A60 SU H400 E A17 /MT- 2 a» l "'3 s,,:. Access & Equip. Loading LIAR 111 _ 111C Facility Access & equip. 1 S RHR 1 3/4 3'0'7'0' IU 16 SEM CRS F 3' 0 '7' 0" 3PS 534 16 CRS SU A A17 /MT- 7 Loading 111 From VFD Room A .' r 111D Facility Access & equip. 1 S LHR 1 3/4 3'0 IU 16 SEM CRS F 3'0"7 3PS 534 16 CRS SU go Iv A17 /MT- 7 Loading 111 From VFD Room /.`\ B .1( 111E Facility Access & equip.. 1 S BY OTHERS BY OTHERS • 3 Loading 111 112A Facility Access & Equip. 1 P LHR\RHR 1 3/4 3'09'0" IU 16 SEM CRS F 6' 0"9' 0" a91 534 16 CRS SU B A17 /MT- 6 Loading From VFD Room B 1 1 3/4 3'0 "9'0" IU 16 SEM CRS -,q0 113A Facility Access & Equip. 1 P LHR\RHR 1 3/4 3'0 "9'0" IU 16 SEM CRS F 6'0"9'0" ('P^ 534 16 CRS SU B A17 /MT- 6 Loading From VFD Room A ..; o 1 1 3/4 3 IU 16 SEM CRS 114A Electrical Room 114 From 1 S LHR 1 3/4 3' 0 "7' 0" IU 16 SEM CRS F 3'0'7'0" 3PS 534 16 CRS SU A A17 /MT 7 VFD Room A -- { . _ 114B Electrical Room 114 From 1 S LHR 1 3/4 3' 0 "7' 0" IU 16 SEM CRS F 3'0'7'0" 3PS 534 16 CRS SU ' : - 11T- 7 VFD Room B . ' Grand Openings Job: DUR -WWT Opening Schedule For:DURHAM ADVANCED WASTEWATER TREA Submittal Date: 16 SEP 06 Page: S 2 Opening Location Qty S/P Handing Label Thick Door Door Ga Door Door Door Door Door Frame Frame Jamb Ga Frame Se Head Frame Anchor Hdwe Number Size Series Edge Matl Core Finish Elev Size Descp Depth Matl ri Elev Set (Nominal) es 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 114C Stair #1 From Elec Room 1 S RHR 1 3/4 3' 0 '7' 0" IU 16 SEM CRS F 3' 0 '7' 0" 3PS 534 16 CRS SU A A17 /MT- 7 114 - V 114D Exterior From Electrical 1 P LHR\RHR 1 3/4 3'0 "7'0" IU 16 SEM A60 F 6 "7 534 16 A60 SU H400D D A17 /MT- 1 Room 114 '90 1 1 3/4 3'0'7'0' IU 16 SEM A60 F 115A Facility Access & Loading 1 S LH 1 3/4 3'0"7'0" IU 16 SEM CRS F 3'0 "7'0" 3PS 534 16 CRS SU A A17 /MT- 8 111 To Valve Control 115 1158 Stair #1 To Valve Control 1 S LH 1 3/4 3'0'7'0' IU 16 SEM CRS F 3' 0 "7' 0" 3PS 534 16 CRS SU A A17 /MT- 8 115 115C Valve Control 115 To 1 S LH 1 3/4 3'0"7'0" IU 16 SEM CRS F 3'0'7'0' 3PS 534 16 CRS SU A A17 /MT- 8 Stairs 115D Valve Control 115 From 1 S LHR 1 3/4 3'09'0" IU 16 SEM CRS F 3'0'7'0' 3PS 534 16 CRS SU A A17 /MT- 8 Facility Access & equip. Loading 111 116A Facility Access & Equip. 1 S RH 1 -3/4 3'0"7'0" STC 16 1 . - CRS N 3'0 "7'0" 3PS 534 16 CRS SU STC 5 Loading 111 To SCADA N , t Monitor Room 116 — _ — — — — — — — — 117A SCADA Monitor Room 116 1 S LHR 1 3/4 3'09'0" IU 16 SEM CRS F 3'0'7'0" 3PS 534 16 CRS SU A A18 /MS- 4 From Toilet 117 Z" Ind - 118A Courtyard 119 To HVAC 1 S LH 1 3/4 3' 0 "7' 0" IU 16 SEM CRS F 3'0'7'0" 3PS 534 16 CRS SU H400 '1' A 4 All /MT- qeA 23 Z -- — — — - - -- - It 118E Exterior From HVAC Room 1 P LHR\RHR 1 3/4 3'10'8'8" IU 16 SEM A60 F 7' 8 "8' 8" 534 16 A60 SU H4000 D A17 /MT- 10B 118 .5,D 1 1 3/4 3'10"8'8" IU 16 SEM A60 F Z "Ili * 119A Courtyard 119 To Mech. 1 S LH 1 3/4 3'0"6'4' IU 16 SEM CRS F 3'0'7'0' 3PS 534 16 CRS SU H400 . A '`---- MT- 9 —IS 1°44 "1" c -- — — — - - -- — Z3Z 120A Stair To Mech. 1 S 2110H 1 1 3/4 3'09'0" IU 16 SEM CRS F 3'09'0" 3PS 534 16 CRS SU H400 A ' /MT- 2 121A Facility Access & equip. 1 S LHR 1 3/4 3'0'7'0' IU 16 SEM CRS F 3'0'7'0' 3PS 534 16 CRS SU A A18 /MS- 8 Loading 111 From Recycle Storage 121 MISC 1 F ... : . , ,.„ 1 ' : • ' : — D : HA Se.c..✓v�T Syst-c.svk cz . :paleitf.. C1/4);)-e4.\^-c-- GZ. 1J ca � - - .M�u G ,�u.. I BO>c -e• -AN t'iaw1z5 tJ;Ek 66a.6..."0 Cckhc-21._" OCT -19 -2006 THU 03:09 PM GRAND OPENINGS INC FAX NO. 5032353100 P. 01 7-202 6/1/ TECH-DATA _________ 1 -3/4" DOOR FRAME � 1 .V'�..7. 4-1 /2' & 5" HINGE PREPS """" 5/16'(1401.) BACKSET 1 -1/4 "� (NO► 1 -5/8" PLASTER ' /' REMAIN ACT A.) 1 \/ GUARD / FOR .134 HINGES • HPG BUT MUST BE . , I '. . . I REMOVED FOR / � .180 HINGES' ' <. /. (4) PLACES 26 GAGE STEEL ' • PLASTER GUARD IS ,' I ° 9" SNAPPED —IN PLACE. Ij • • I s . HINGE REINFORCEMENT \ , ' J �� IS WELDED TO JAMB. )I � . I .�■ ��� f 1 ■ 6.1 1 , 1 . � . • b 1 � v 1/2" j 0 P °I . TAPPED HOLE FOR \. J > 4 2C&S . 0 ' t6" 0 t I / 5 /8. 1 -1/4" 4 -1/2" % I � 1 -1/8" .' • I I - I 7 GAGE HINGE REINFORCEMENT "...„‹ 1 1 • , J PROJECTION WELDED TO FRAME (4) PLACES EACH END 1/2. ' HR45C 5/16-(NOM.) T \ 115/16 1 -5/8' J FACE NOTCH VARIES • (NOM.), — WITH HINGE WEIGHT ,/,/ • if ' • AND FRAME GAGE (. 4 -1 /2" HINGE PREP - 1 26 GAGE STEEL --.: ' FOR USE WITH 4 -1/2" HIGH PLASTER GUARD IS • I TEMPLATE. HINGES (ANSI Al 56.7) SNAPPED —IN PLACE. I • I HINGE REINFORCEMENT I • J� TAPPED HOLE IS WELDED TO JAMB. \/ 'o' FOR #12-24 MS 1� : 1 (4) PLACES j 1 -1/4' j PLASTER ' \ � 1/2" I 7 I) R0 PI TI E �� 1 HRL i� i��� ���\ 1 -1/4' .I I �I �. ! / I ' i • 1 / 2 - I FACE .NOTCH \ 1 ,5/16" VARIES WITH 1 �! HINGE WEIGHT 5" HINGE PREP 5/16" [7.- AND FRAME GAGE FOR USE WITH 5" HIGH I 5/B TEMPLATE HINGES (ANSI A156.7) — Ceco Door Products TEM 1 OCT -19 -2006 THU 03:09 PM GRAND OPENINGS INC FAX NO. 5032353100 P. 02 6/1/96 7 -203 IE -.,,=_..., Cn Distrebuteur Tv CEIgluc ; 0 r eta 1 - 3 /4" DOOR FRAME ANSI STRIKE PREPARATION '. 1 BA I CKSET (NON.) 1 CUTOUT 1. t4 X3 12 GA. STEEL STRIKE REINFORCING PLATE (LSRA) — PROJECTION PUNCH AND TAP r,. I WELDED TO FRAME . FOR 12 -24 MS 1 �. :.- (6) PLACES (2) PLACES L .?a 11 ;� a .... 7.--11 If - 26 GA. STEEL .' I "' STRIKE PLASTER . j . I `� GUARD (SPCA) 'I ..) .. . .. .:,., iii 4,0 @ PLASTER GUARD 1 } / PREP DETAIL > DETAIL Plaster Guard is installed (snapped in place) after reinforcement is welded to jamb. Snap —in— design effectively prevents removal from the outside. Standard plaster guard shown will occept bolt throws of up to :tine inch long and is suitable for labeled fire —door frames. • ANSI (A5A) 4115.1 and A115.2 "UNIVERSAL" STRIKE PREP ICI Ceco Door Products A I InIwd Dominion Company MWH REQUEST FOR INFORMATION Log No. 250.E MWH Americas g Owner: Clean Water Services Contractor: Contractors, Inc. Project: Durham Facility Phase 4 Expansion Project No.: 1530605 (For Contractor's Use) Date: 10/27/2006 Subject: Request for Information of Door Handing for Doors 111A & 111B Statement/Question: This is an Engineer- initiated RFC, please see below. Suggested Resolution: CONTRACTORS AUTHORIZED SIGNATURE: (For Engineer's Use) Date: 10/27/2006 Subject: Request for Information of Door Handing for Doors 111A & 111B Response: Doors 111A and 111B are being revised for more direct access from the driveways. The following changes shall be made: - Change Door 111A from LHR to RHR. - Change Door 111B from RHR to LHR. Please see attached revised Drawing 100 -A -003. Submittal 041C has been marked up accordingly and is coordinated with this RFC -E. We regard this RFC as having no impact on cost or schedule. ENGINEER'S AUTHORIZED SIGNATURE: L144 Kathy Dietrich Architects Associative Distribution: 1. Proj. Mgr. Page 1 of 1 2. Field Office 3. MWH File 4. Client CM 302 (Revised 8/12/01) .,,,, , .S /606 3 1 is r - "F] o e \ L / \ •' / ' -0 O l 1 0 -O SEGMENTED RETANING WALL - CIVIL IY ~I/ Y L ' SEE CL nn on 08' 1 II F ,,,, SEGMENTED RETANING WALL - r . I a SEE CIVIL ^ - - - - - �JV/ ' ti I i A IA VI ��: v --ft ROOF DRAIN OVERFLOW �� i , 414, „, - NOZZLE @ELEV. 145.90 I 114D M w 4 . . ®• _ RAIN LEADER a 1 \fi C I Lw� DOWNSPOUT TIED TO W I • • ELECTRICAL ROOM STORMWATER SYSTEM = ' 114 I r VALVE CONTROL Z lOO -A -010 n _ �� ai I RAIN LEADER 4 O I 115 I e = I 1 ROOF DRAIN OVERFLOW D SEE STRUCTURAL FOR NOZZLE @ELEV. 133.5 HOUSEKEEPING PADS IN:e 100 -A -011 • ms ; DOWNSPOUT TIED TO I--1 011111111ft a' . Ergo �� LADDER STORMWATER SYSTEM O 4 SEGMENTED O ...,.... _• . ® m� .. ' e RETANING WALL - .. .. .. .. - .. _ • "' O SEE CIVIL • ■�` _ _ _ _ _ ®- (114A) r 72 72' RECESSED INTERIOR ENTRANCE MA - SEE NOTE 5 ACCESS AND ��' 48'x72• RECESSED DOWNSPOUT TIED TO e 0 FACILITY ACE FACILITY ACCESS AND ' I STORMWATER SYSTEM 3 EQUIPMENT LOADING 111D 111C EQUIPMENT LOADING EXTERIOR ENTRANCE GRID - //�.�` I 111 I I 111 I _ _ (N.I.C. BY OWNER) FLOOR OPENING FOR l y r_� w � - DUCT (TYPICAL AT `./ � 4 LOCATIONS). OPEN TO % OPEN TO - _ DOWNSPOUT WI 75' ELBOW - SEE STRUCTURAL � ELEV. 117.00 ELEV. 117.00 , FOR 47 HIG SPLASH ONTO ROCK GARDEN 5A CMU VENEER EE STRUCT. SEE STRUC i:i: -GA R 42 HIGH • Y I� UPRCDR;IL % GUARDRAIL' 4 LS / PRE CAST I I PRE -CAST -! ON TO 0 OPEN TO _ � A I ' ELE 117.00 ELEV. 1 PANEL JOINT L{ I WC/ WC/ ROOM _B' • • V ROOM `I I T 5a 1 112 1 4 I 113 I 100 -A -006 e a , 1100 -GA -00 % Y ! • — SPLASH ONTO ROCK GARDEN E ' n o / o � E DOWNSPOUT TIED TO I `` �� � IN ' STORMWATER SYSTEM PRE -CAST I �� EL 1 00 OPEN TO == ELEV. 117.00 __ _41. . po ( PANEL JT. �� ._ C111A� - e 100-A-009 I 1 � = =� 72x72' RECESSED INTERIOR ENTRANCE MA - SEE NOTE 5 1== _ _ t 0 ( PRE -CAST A i AIR #3 '• •r F • PANEL JT. 26 STAIR #2J __, F ACILITY ACCESS AND 26 48'x72' RECESSED EXTERIOR ENTRANCE GRID 100 -5 -060 TOILET 100 -S -060 EQUIPMENT LOADING (N.I.C. - BY OWNER) • SIM. I 111 I 117 A — - 'AINL ADERS RECYCLE ROOF OVERHANG re nn f PRE -CAST SEE MECHANICAL 4 STORAGE ABOVE ne re PANEL JT. ® ®'' -- I • re en en en on G N _ —_— .. r —m"�A . PA® S( RPi, 1� —;u.. re j w -- —o fa 4Z, t. an 100 -A -014 i— z t • NOTE I � I W7 -,4 SCAM MONITOR ROO r �� W7 v 1. SEE STRUCTURAL DRAWINGS FOR DIMENSIONING. I I 100 -A -014 l 3 17 I ! I I ire 2. FLUID APPLIED WATER- PROOFING AT ALL EXTERIOR ` : „ ROOF DRAIN OVERFLOW 1 _ CONCRETE WALLS ABOVE 8 BELOW GRADE. I ROOF DRAIN OVERFLOW 3;�. �t..- ____...w.� ,, -�.- � ,.,.. • .mo NOZZLE AT ELEV. 133.5 J en en W M N OZZLE AT ELEV. 133.5 I ,_,,,,� I 0 p I J I 3. REFER TO SHEETS 000 -GA -009 8 010 FOR i WINDOW, DOOR BIOERSES. ( .I I -I- N I �/ -�- N OO- -�� \\ — tee - -I- I II ,I // \ - I IL -D - en en 4. VERIFY RETAINING WALL LOCATIONS WITH CIVIL DRAWINGS. I I w r F OWNSPOUT W/ 75' ELBOW - re re en 1OO-A -015 1 a< I Z F. I SPLASH ONTO ROCK GARDEN � � nn 5. RECESS MAT FRAMES FOR FLUSH INSTALLATION PER ' n. OS o. -, an LL SPECIFICATIONS SECTION 12484, VERIFY RECESS DEPTH ENLARGED PLAN , 4 CONFORMED DRAWING / JACK J. McKINN E�' WITH APPROVED MANUFACTURER. 1 $ J J.) I I pornis t of t tlrowin e g tno is o coniormetl tlrawin� and is not o - -- I v \ "�// bnd e - �a I _ 1 I 1 , �° MWH DRAWING REVIE! /0 - t, q �IH I i .\ ' MWH Americas Review Date 9/14/2007 Submittal No. 176 . C From Engineer: Rod Warner To Contractor: Contractors, Inc. far Company: MWH Americas, Inc. P.O. Box 637 t, -• _._ r 16580 SW 85th Avenue Tualatin, Oregon 97062- SEp ‘, . Tigard, OR 97224 Attn: Michael Eubanks (T,.j, Od- tbort Project Owner: Clean Water Services Project Name Durham Facility Phase • =/ ':• �i Contractor's Submittal No. 176. C Project No.: 4969 Item of Equipment or Material Segmental Retaining Wall Specification Section 02834 Subject submittal has been reviewed and review action is as shown below: Item No. SUBJECT OF SHOP DRAWING OR DATA REVIEW ACTION NO. NO. COPIES COPIES RECEIVED RETURNED 1 Segmental Retaining wall MAKE CORRECTIONS NOTED 8 7 Please See Attached Comments Remarks See Attached Sheet 0 or indicate here: None ❑ Corrections or comments made relative to submittals during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all qualities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of other trades, and performing his work in a safe and satisfactory manner. Rod Warner Engineer's Signature (C5tei0 sES City of Tigard e e' . r•v-d Plans By ��,tI Date File: 10.7.1 - 02834 -176 OFFICE COPY CM 305 (Revised 7/28/05) ��(( Clean Water Services Durham Advanced Wastewater Treatment Facility Phase 4 Expansion SUBMITTAL REVIEW COMMENTS Submittal No: 176 -C Specification Section: 02834 — Segmental Retaining Walls Reviewer: Rod Warner Date: September 14, 2007 Review Action(s): Make Corrections Noted COMMENTS: The shaded text are the previous engineer's comments from Submittal 176 -B. Bold text are current review comments applicable to re- submittal 176 -C. 1) Please identify what information the red lines superimposed over the profile drawings represents. It is assumed that it represents finished grade in front of and behind the wall, but without a legend, it is not clear. Re- submittal 176 -C does not address this comment and does not provide a legend. It is assumed that the red lines indicate finished fill grade behind the walls. Comment closed. 2) Although it is not clearly identified in the submittal. it is presumed that the top course blocks are all smooth., flat -top, while the courses below are standard blocks with cross - ke yw Re- submittal 176 -C does not address this comment. Again, it is assumed that the top course blocks are smooth, flat top style. If they are not, the Contractor will replace. Comment closed. 3) Specification Section 02834- 1.3.B.1.c asks for the plan views to show horizontal curve data. Previous submittal 176 -A provided a photocopy of MWI Contract Drawing 000 - C -024 (but not the associated coordinate table sheet 000 -C- 028). I -Ias Ultrablock checked the given coordinates against actual block dimensions and submitted horizontal curve layout? Re- submittal 176 -C does not address this comment. Specification 02834- 1.3.B.1.c seems pretty clear on the requirements for submitted plan views. The Contractor shall install the retaining walls in general conformance with the coordinates and curve data provided in the Contract Documents. Comment closed. 4) Specification. Section 02834- 1.3.13.1.c asks for the plan views to show the soil reinforcement limits. Submitted drawings do not. Through careful reading of info in previous submittal 176 -A, it can he determined that for 2- block, 3- block, and 4 -block high walls the length of the geogrid between the blocks is 8' -6 ". information on the length of the geogrid for the 8 -block high, north- south wall can not be determined. Re- submittal 176 -C does not address this comment. Soil reinforcement limits for each wall can only be determined by careful examination of the Design Calculations prepared by David A. Hall Structural Engineering. It is not clear why the Contractor refuses to show the soil reinforcement limits on the Plan Drawings as specified. The Contractor shall install the soil reinforcement in careful conformance with the Design Calculations prepared by David A. Hall Structural Engineering submitted in 176 -A and 176 -C. Comment closed. 5) Submitted drawings should indicate the elevation of the tops of the walls and base of walls. Re- submittal 176 -C does not address this comment. There is no information anywhere within Submittals 176 -0, -A, -B, or —C and the calculations that convey to the installer the top elevation on the walls or the bottom elevation of the bottom blocks. This seems like pretty basic information to include in a shop drawing. The Contractor shall install all walls to the top elevations as indicated in the Contract Drawings. The Contractor shall be responsible for ensuring that the finished grade of the structural rock below the first course of blocks is at the proper elevation to ensure the final top of wall elevation. Comment closed. 6) Previous submittal 176 -A provided a generalized cross section for a 4- tiered section of 2- block )rich walls. The note on the left -most wall read; "Standard lock -block unit. No wall batter, stacked 2- blocks high (5.0 feet max) each tier." Of the R1 through R4 walls, onlvv R1 is 2- blocks high. R2, R3, R4 are all 3- blocks high. Is the generalized cross - section that indicates "5.0 feet max" still applicable? Of the R5 through R7 walls, only R5 and R6 are 2- blocks high. Is the generalized cross section still applicable? New Design Calculations submitted under 176 -C address this comment. Comment closed. 7) There is no cross - section shown for the 8 -block high wall that runs north-south. :Please provide a detailed cross section, indicating - footing backfill and leveling pad aunts. limits of back fill_ soil reinforcement lengths. wall batter info, etc. New Design Caluculation submitted under 176 -C address this comment. Info for the 8 -block high wall submitted. Comment closed. CONTRACTORS, INC. P.O. Box 637 Tualatin, Oregon 97062 -0637 (503) 692 -0100 - LETTER OF TRANSMITTAL (503) 692 -5396 FAX CCB #62834 To: MWH Americas, Inc 16580 SW 85th Avenue Tigard, OR 97223 ��- G % Attn.: Ray Lange PROJECT: DURHAM AWWTP PHASE 4 EXPANSION DATE: 9/13/07 COPIES DESCRIPTION 8 RE- SUBMITTAL NO. 176C SPEC. SECTION 02834 - SEGMENTAL RETAINING WALL Remarks: FOR APPROVAL Contractors, Inc. cc: By: L v Steven on Project anager ORIGINAL ( -) t o 2 -coory DURHAM AWWTP OTHERS RAIL BY PHASE 4 EXPANSION BY OTHERS OREGON . 100 psf SURCHARGE ■EMM T • I I- - III -III -1 12" CRUSHED ROCK O ; y;4 I I 1 — II I - ' ROAD BASE DIRECTLY STANDARD LOCK-BLOCK ' I I — BEHIND BLOCKS (ULTRA - BLOCK) UNIT. - -.. • SEE ASSEMBLY DETAIL ' t Sc :'� NO WALL BATTER + }' ` 9 ��__ -': � ,,,;. �'-�� REINFORCED ZONE �s ='i"ti INTERNAL ANGLE OF k ., Z FRICTION SEE DESIGN �. r SUMMARY TABLE 2 GEOGRID 12X. � � SEE ASSEMBLY DETAIL HORIZONTAL Z ;r4f`Pr`- FRONT SLOPE fgi.:. Ff Zo �..J� n + �y`.��.',i;{9 W 4" DIA. PIPE RAPPED _ -`44.- - IN FILTER FABRIC. —III— :. . 4707 6" OF CRUSHED ROCK TYPICAL ULTRABLOCK WALL SECTION BELOwsocKs NOT TO SCALE 18' -0' i - / G � 14' -0' { TYPE "B" . , TYPE "B, 1 0' -0' .w-. +, :: TYPE "C" TYPE "B" f = t.i'i -' i i :Ji ;. ^L :::� / . IIA TYPE "C" TYPE "B" , • 8' -0' -_ -4 - TYPE "B" TYPE "C" TYPE "B" F TYPE "B" TYPE "B" TYPE "B" _, = TYPE "C" TYPE "B" TYPE "@= _ TYPE "B" TYPE "C" TYPE "C" TYPE "B" TYPE "B" H =22.5' H =17,5' H =12.5' H =7.5' ULTRABLOCK WALL ASSEMBLY DETAIL NOT TO SCALE EQUIVALENT GEOGRID TABLE GEOGRID ALTERNATIVES GEOGRID TYPE LTDS SYNTEEN MACCAFERRI FORTRAC TENSAR MIRAGRID TYPE "A" 850 # SF 20 WG04 20/13 -20 UX 800HS 2XT TYPE "B" 1550 # SF 35 WG05 35/20 -20 UX1100HS 3XT TYPE "C" 2250 # SF 55 WG09 55/30 -20 UX15001iS 5XT ' TYPE "0" 3500# SF 80 WG12 110/30 -20 UX1600HS 10XT TYPE "E" 4500 # SF 90 WG15 150/ UX1700HS 18XT TYPE "F" 5500 # SF 110 .WG20 150/ UX1700HS 20XT • vW VarmJ.0N0EW Vents 1 0w EW Va..0 MSEW Vedal.O!NM V.m0l.0 wEW Vernon JO ..V.p.iJOMS E.Vn..O M1EWVno.3 .0 w0 JO NSEWV.we70M5EW V.eC.I➢wEW Vmml.ONAV1. —)ONSEW Vew301E301/Vin.30MJEw Yaw. °MEW Vein 1.0 MSEW -- Mechanically Stabilized Earth Walls Durham Facility - 22.5 foott wall Present Date/Time: Tue Sep 11 15:26:52 2007 F: \Centerstone Corporation\Durham W WTP\Durham 22.5 foot wa11.BEN • p. menIoMay...mI0MSSVVr.,,1.oWE V.reon )0MSEW V..,. 10 M :edVesen3 0 M:eWV..ee10 M:EWV... eNSEWV..w 311.¢.V.In„e 3 ABM V..113 nMlEW Van, 0 P.M Vonm 3 01.13 ,Voneal a ARM V..a,JnMSM'an) 0 MEW Vernon EMV.tenI 0 JaEwv..m l 0 NM/. 1 a UMW V..a30.CW V 1? p A AASHTO DESIGN METHOD Durham Facility - 22.5 foott wall PROJECT IDENTIFICATION Title: Durham Facility - 22.5 foott wall Project Number: CENT0013 Client: Centerstone Corporation Designer: DAH Station Number: Description: 22.5 foot high wall with 100 psf surcharge Company's information: • 1 Name: DAH/SE I Street: PO Box 82228 . Portland, OR 97282 -0228 Telephone #: (503) 231 -8727 Fax #: (503) 231 -8726 • E -Mail: structbear@earthlink.net Original file path and name: F: \Centerstone Corporation\Durham W WTP \Durham 22.5 foot m 22.5 foot wall.BEN Original date and time of creating this file: 9/11/07 F 1 PROGRAM MODE: ANALYSIS of a SIMPLE STRUCTURE using GEOGRID as reinforcing material. 1 1 • Yawn, O1Msv Yuma MSE oMaEdV.. e,J OMEEV, e. ,.I Van' V.,em3OMJEW Van. 10MJEIV Ve. 0MS.:Vae.e3ON 3 0WE.. V.m. 3 0 WV V..m30 MEW Vebe3O SEti,.nagaJ0M5EV/ Vance 30M Durham Facility - 22.5 foott wall Page 1 of 4 • Copyright 0 1998 -2007 ADAMA Engineering, Inc. License number MSEW - 301377 rn.aJ ......... aM,✓eaw..,.. ...s .v.m.,.... e..,....n xwucaa ®w: w pwEwle.ml.euJEwr1 >:3 xm.Jaawom... n u...,....,44.mve— ,wx5ew.....l wESVa psgwae ax5ro: .a.4— MSEW -- Mechanically Stabilized Earth Walls Durham Facility - 22.5 foott wall Present Date/ rime: Tue Sep 11 15:26:52 2007 F: \Centerstone Corporation\Durham W WTP\Durham 22.5 foot wall.BEN Venteal<0.11SYVerem v.m.I OUSE.v.o IOUSE. ..mIP MEV I.... InusECl.®IO.NUwv.... I< s<ISEw<..®_ISCwv.._NausEVV.�IO roew v ..m101eEa_v.�._E10,..I<.aEwv.m. IONS= Y..,nusn °REV::Vora n SOIL DATA REINFORCED SOIL 130.0 Ib /ft Unit weight, y Design value of internal angle of friction, 4) 34.0 ° RETAINED SOIL Unit weight, y 120.0 lb /ft Design value of internal angle of friction, 4) 30.0 ° FOUNDATION SOIL (Considered as an equivalent uniform soil) Equivalent unit weight, y eou;v. 120.0 lb /ft Equivalent internal angle of friction, 4)e • 30.0 ° Equivalent cohesion, c equiv. 0.0 lb /ft' Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka (internal stability) = 0.2827 (if batter is less than 10 °, Ka is calculated from eq. 15. Otherwise, eq. 38 is utilized) Inclination of internal slip plane, tlt= 62.00° (see Fig. 28 in DEMO 82). Ka (external stability) = 0.3333 (if batter is less than 10 °, Ka is calculated from eq. 16. Otherwise, eq. 17 is utilized) BEARING CAPACITY Bearing capacity coefficients (calculated by MSEW): Nc = 30.14 N y= 22.40 SEISMICITY Maximum ground acceleration coefficient, A = 0.150 Design acceleration coefficient in Internal Stability: Kh = 0.195 Design acceleration coefficient in External Stability: Kh = 0.195 Kae ( Kh > 0) = 0.4690 Kae (Kh = 0) = 0.3333 A Kae = 0.1357 (see eq. 37 in DEMO 82) Seismic soil - geogrid friction coefficient, F* is 80.0% of its specified static value. • • Durham Facility - 22.5 foott wall Page 2 of 4 Copyright CD 1998 -2007 ADAMA Engineering, Inc. License number MSEW- 301377 v�wawcwe.+ �> D�aw�v..+. I, Ouse.<dmw<uwca�.:ww+ESC>bv�ic? acv.® as+ SE al�. w. auc�I. acuuucsr�„ v. a< wcrsvfOOwa +uEe•.x..«.aawc+v,v..wnraexx r..aa.O.a,szwx�naawFx¢.:w. anew. . �, waucY..,. aOla�aao. maaaicv�x. am+,Olucsan=<.<zuxscwaa.,wa� V..,. ouaEW V.am10USEWV..,,1.a MSEW Yawn ID MsEWV....>OWEWv..m1n MsEWVar..10 NSSIV.sol0.£WV...> EMSEWv.mcseao MSEW Vow. OMMWV.mI.0 Kin/ V.n..1a M5EWv..m3 .0 MSMVrea1nu3EWv.®.1 cwEW V.® 10 7,13EWV.m.1a MJEwV..m1.o MaEWV.em Jo WrVV..m> o MSEWVerwal MSEW -- Mechanically Stabilized Earth Walls Durham Facility - 22.5 foott wall Present Date/Time: Tue Sep 11 15:26:53 2007 F: \Centerstane Corporation\Durham W WTP\Durham 22.5 foot wall.BEN V...D1a SUM Venom ,O 1.: >01.11M V..e> ow>flV V....>q M>Ea V.m.30 aC,. V•n,.> nE» c>. V. 1> o.. an V... m ,>o>3MV. MEW V..'alao143EwV..umao AlSn...e,aoMSSV.:..> own, Vero') oaASEVV.s„>,>, >EW V. , °M :EW V..m>o u>Eti ..,.a >o INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) Design height, Hd 22.50 [ft] { Embedded depth is E = 0.50 ft, and height above top of finished bottom grade is H = 22.00 ft } Batter, cu 0.0 [deg] Backslope, a 0.0 [deg] Backslope rise 10.0 [ft] Broken back equivalent angle, I = 0.00° (see Fig. 25 in DEMO 82) UNIFORM SURCHARGE Uniformly distributed dead load is 0.0 [lb /ft 2 ], and live load is 100.0 [Ib /ft 2] ANALYZED REINFORCEMENT LAYOUT: • • SCALE: 0246810[ft] Vneen101.15S/ m>A MEW ,'.,., 3D.FWV M,EaV.nlen >0MSE 0 hISEI .EW...,,3 0M 10MM... o. FW Verme >0WE9 Vera. 1oaE>EWV.... >0MaEW .reem1a.MEW Durham Facility - 22.5 foott wall Page 3 of 4 Copyright © 1998 -2007 ADAIVIA Engineering, Inc. License number MSEW- 301377 Y�3o_ vb'>' n�JuL54�2' wwJJIN>E g�vaaaJ NJ< SiWM• s?> ?o u> LnAni mwJUiu1'.. a '+.J,01gMom3.00E.A=0,a4.41.7:3 omJdJaw:.\'ff W1StW2:mi.?_: 3''• waausE�S'. mJ. n_ JE iEW3 'MmJAJ9A'Hm.J4aE}[tta'a.mJaJUe twumJn. J.¢ Etil' a. aJalaEg' 1'..wJ.OM>fR'Xmu?Ox>E9.1'mn,?A� MSEW Se Mechanically Stabilized Earth Walls Durham Facility - 22.5 foott wall Vmman3 13 WE,: Present Date/rime: Tue Sep 11 15:26:53 2007 ..a., o's wm oM -__- �� V < :� ..a o�,Ew mm F: \Centerstone Corporation\Durham WWTP\D rhham foot wa11 ANALYSIS: CALCULATED FACTORS (Static conditions) Bearing capacity, Fs = 5.48, Meyerhof stress = 3654 lb /ft Foundation Interface: Direct sliding. Fs = 2.795, Eccentricity, e/L = 0.0890, Fs- overturning = 5.62 GEOGRID .CONNECTION Fs- overall Fs- overall Geogrid Pullout Direct Eccentricity Product # Elevation Length Type [connection [geogrid strength resistance sliding e/L name [ft] [ft] # strength] strength] Fs Fs Fs 1 2.50 18.00 3 1.63 1.28 1.280 12.686 2.914 0.0712 SF80 2 5.00 18.00 3 2.65 2.25 2.248 17.944 3.294 0.0554 SF80 3 7.50 18.00 3 2.64 2.60 2.605 16.275 3.788 0.0415 SF80 .4 10.00 18.00 3 2.62 3.10 3.096 14.588 4.457 0.0297 SF80 5 12.50 18.00 2 2.60 2.16 2.165 12.872 5.411 0.0198 SF55 6 15.00 18.00 2 2.69 2.82 2.819 11.101 6.887 0.0119 SF55 7 17.50 18.00 1 2.71 2.94 2.939 9.201 9.470 0.0059 SF35 8 20.00 18.00 1 2.80 4.28 4.275 5.668 15.152 0.0020 SF35 ANALYSIS: CALCULATED FACTORS (Seismic conditions) Bearing capacity, Fs = 3.11, Meyerhof stress = 4850 lb /ft Foundation Interface: Direct sliding, Fs = 1.571, Eccentricity, e/L = 0.1946, Fs- overturning = 2.57 GEOGRID CONNECTION Fs- overall Fs- overall Geogrid Pullout Direct Eccentricity Product # Elevation Length Type [connection [geogrid strength resistance sliding e/L name [ft] [ft] # strength] strength] Fs Fs Fs 1 2.50 18.00 3 1.37 1.13 1.133 8.453 1.644 0.1546 SF80 2 5.00 18.00 3 2.00 1.86 1.859 10.840 1.867 0.1192 SF80 3 7.50 18.00 3 1.97 2.13 2.133 9.693 2.160 0.0885 SF80 4 10:00 18.00 3 1.92 2.50 2.500 8.524 2.563 0.0622 SF80 5 12.50 18.00 2 1.87 1.71 1.714 7.318 3.150 0.0406 SF55 6 15.00 18.00 2 1.85 2.17 2.165 6.049 4.087 0.0236 SF55 7 17.50 18.00 1 1.73 2.14 2.137 4.652 5.817 0.0111 SF35 8 20.00 18.00 1 1.63 2.92 2.923 2.641 10.085 0.0033 SF35 Veme)ONISEW 3 ONSFWV.maJOMSEWVeltex10.FM ,wm3 0.a14 ONMEWVemenlOMSEV. V.nen,ov.MV.�,o.EU.,..oa, 0 MBEWVneen 3 0 AISFWVM10.E.vonsenICUSEW , ..m. 14 S Durham Facility - 22.5 foott wall Page 4 of 4 Copyright © 1998 -2007 ADAMA Engineering, Inc. License number MSEW- 301377 Y�. E. DmKy-_, A. .rvrmnboLSE14�J.s.,..4...,...,v ..u,SEFv- ..,.oxicE',,.mu.. ... ..d... ...z.y_: 34NF€ ,--,,, 9 ,. F.. ...,..... ,,.,. ,...,...,n...._xs[w . u.kgw'Xame13us4 h o.,o atm ,oum ou=rw ,.�.,o�� ,o�ra...ma ,, ou=n o tan, yam= ,omsEw omovve...,<w.r„ .e..o,rs� �,n��...- ,o.ur. >o�� .m, MSEW -- Mechanically Stabilized Earth Walls Durham Facility - 17.5 foott wall Present Date/Time: 'rue Sep 11 1529:15 2007 ate ou :� _ oM rw,� o� Ew F: \Centerrstone Corporation \Durham WWTP\Durham 17.5 foot wa11.BEN r g [ � • AASHTO DESIGN METHOD Durham Facility - 17.5 foott wall PROJECT IDENTIFICATION • Title: Durham Facility - 17.5 foott wall Project Number: CENT0013 Client: Centerstone Corporation Designer: DAH • Station Number: Description: 17.5 foot high wall with 100 psf surcharge Company's information: Name: DAH/SE Street: PO Box 82228 Portland, OR 97282 -0228 Telephone #: (503) 231 -8727 Fax #: (503) 231 -8726 E -Mail: stnictbear@earthlink.net Original file path and name: F: \Centerstone Corporation\Durham W WTP \Durham 17.5 foot m 17.5 foot wall.BEN • Original date and time of creating this file: 9/11/07 PROGRAM MODE: ANALYSIS of a SIMPLE STRUCTURE using GEOGRID as reinforcing material. • aV o.a, o „=FWVa..,o,¢F.V,msen,o,/SQ«' o.0EVam.m,ow.EV o.,o,ASe..erue31... oALSEI u,DVVern..,o F.MOKSIV. en,o.UM on1o0r11VV.reva,o,ISENV SEW, o,ASI,.en.,ou,FW.ers,.,o,IEO Durham Facility - 17.5 foott wall Page 1 of 4 Copyright © 1998 -2007 ADAMA Engineering, Inc. License number MSEW- 301377 ZvumEPWEw�'^°m\ WEN;} ox.) Afa[ almm_ 1oP��3 'k'vmJRUSt95?mmPnfu[P'.�am i?ets[v.�ow;f lu 1 "amozoxs �evmi.oxs[w,vomlRl„ 3'. evmxoPU[ w3'. rv. a. o_> rs[ wamm>ow[v,.v_vw10a,€:.�'mJAeuiw v_ = sA71Sr?i ma�uw[w v®mPn�[u� wF�i' >A_. .a.,o.r01V.w„h.nENVV....,a MSEW Vnum 0 WSW Yuman ,oAI,E. V. 3 0 N, MVen., 0 u, rWV .em>ou,M,.nomr 0 ALIF 0 .F. 0 NSEVA 1 IMSEVA., 0}WV Ver.= 3.5EVA,rnan3 oLL,S,w.. 0 REV. ,01 0M,roV.e.,e MSEW Vernon ,o MSEW--- Mechanically Stabilized Earth Walls Durham Facility - 17.5 foott wall Present Date/Time: Tue Sep 1115:29:152007 n -. oNS�`� oN,r. o mW oar` _ N F: \Centerstone Corporatio.\Durham WWTP \Duham 17.5 foot waII.BEN SOIL DATA REINFORCED SOIL Unit weight, y 130.0 lb /ft 3 Design value of internal angle of friction, 34.0 ° RETAINED SOIL Unit weight, y 120.0 lb /ft Design value of internal angle of friction, 4 30.0 ° FOUNDATION SOIL (Considered as an equivalent uniform soil) Equivalent unit weight, y eauiv. 120.0 lb/ft 3 Equivalent internal angle of friction, (1) equiv. 30.0 ° Equivalent cohesion, c equiv. 0.0 lb /ft' Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka (internal stability) = 0.2827 (if batter is less than 10 °, Ka is calculated from eq. 15. Otherwise, eq. 38 is utilized) Inclination of internal slip plane, iv= 62.00° (see Fig. 28 in DEMO 82). Ka (external stability) = 0.3333 (if batter is less than 10 °, Ka is calculated from eq. 16. Otherwise, eq. 17 is utilized) BEARING CAPACITY Bearing capacity coefficients (calculated by MSEW): Nc = 30.14 N y= 22.40 SEISMICITY Maximum ground acceleration coefficient; A = 0.150 Design acceleration coefficient in Internal Stability: Kh = 0.195 Design acceleration coefficient in External Stability: Kh = 0.195 Kae ( Kh > 0) = 0.4690 Kae ( Kh = 0) = 0.3333 A Kae = 0.1357 (see eq. 37 in DEMO 82) Seismic soil - geogrid friction coefficient, F* is 80.0% of its specified static value. Vriava3 0 NOM Velma." Durham Vrten 17 foott wall NsA .,.a o,�EV MSS 0MSSVV l ON,EW u.E•.. , o�,�,..<.,a1,e.,mm,ohI,E ....,ow Page 2 of 4 Copyright © 1998 -2007 ADAMA Engineering, Inc. License number MSEW- 301377 ® w. uus�a.. �iawcw ,�,.,.o,ucw,rm+- ,nNrn,ca.®. ion,. �+ �, arnr.. n�. o. �cN-, .®,. o., uc�v.® iwucw:,• �x n, es�u .,•.�wwtaa�,?.xsn,�,m.w,ocw., w..zo„src.,ra - ._ c;,,-.. �.,. cNSCyv_,. wuiuE wl,.®. u, uev_v.,: ..>a,�,v.m..�+a��,.w�w,,voan� MSEW - Mechanically Stabilized Earth Walls Durham Facility - 17.5 foott wall Present Date/Time: Tue Sep 11 15:29:15 2007 ` E .> n �,o.E:e.. F: \Centeerstone Corporation\Durham WW7P \Durham 17.5 foot wa11.BEN INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) Design height, Hd 17.50 [ft] { Embedded depth is E = 0.50 ft, and height above top of finished bottom grade is H = 17.00 ft } Batter, co 0.0 [deg] Backslope, 13 0.0 [deg] Backslope rise 10.0 [ft] Broken back equivalent angle, I = 0.00° (see Fig. 25 in DEMO 82) UNIFORM SURCHARGE Uniformly distributed dead load is 0.0 [1b /ft 2 ], and live load is 100.0 [1b /ft 2 ] ANALYZED REINFORCEMENT LAYOUT: • SCALE: 0 2 4 6 8 10 [ft] D urham Facility o MI/ foott wall .,,E /Yaw OMEW � ro,.SE. an ,au5E« en 1.5EW Venal )0 YIP/ �10MEEV,�JA.I,F o.,EEW' ,- ®30WEO .Mow, a Page 3 of 4 Copyright © 1998 -2007 ADAMA Engineering, Inc. License number MSEW- 301377 Y..^^^ la} tsf4'. 1' asetFll EEg�mqJ AN3E3'.!' A�JUIJ ENTe. m] AJ ISE' E'_ VmJ DI IE[ L' �' amaJ AItSEV; Y 'v.zJAMSEP'2'. ®eJAJI,Ew_+'ermJA WEV .Vo+uJnySE`�YmmJAJl11Ex�Ya¢aJA> µL3'. Y�] AJ fsEW. vawEOJ{ ,flv_.1'mm]A.45L% ".l'.weJAl6E'�f �w> DHSEC�vmmanM€ WYemeJA JQEF'3'.m?doJIEER'.tirmmL9� v.. e.>° M,R' V. am, nM, EM• Ve.. e,° ME V/ V. im, o MEW Yemen ,° IM WVe. m, n NUM Vernon] ° MSS Va.=30 ME. Wen= ,°userv.em,°MEW r.mn,°MEW Vmm,°M>Ew Vern. ,.° M,Ewve.e."M Y:Va ®,.° MSEW Yawn ,0M,EW Vaa,. °MEW'v.m.>°MEW Vasa,➢M,EW rawn,n u>Ew Vam.10191EVVeim3 0 MSEW -- Mechanically Stabilized Earth Walls Durham Facility - 17.5 foott wall Present Date/Time: Tue Sep 11 15:29:15 2007 F: \Centeerstone Corporation\Durham WWTP\Durham 17.5 foot walI.BEN - .- -- -- ---- -- ° ..wawN . .,....,_E` ,na ....,oaw a .�.,°M, -- - - a nwe nM,er ,nMw.,,...."aw.,. ,°aw . ,nM .v waw.r , M,Ew. ,° ANALYSIS: CALCULATED FACTORS (Static conditions) Bearing capacity, Fs = 3.94, Meyerhof stress = 3120 lb/f1 Foundation Interface: Direct sliding, Fs = 2.350. Eccentricity, e/L = 0.1246, Fs- overturning = 4.01 GEOGRID CONNECTION Fs- overall Fs- overall Geogrid Pullout Direct Eccentricity Product # Elevation Length Type [connection [geogrid strength resistance sliding e/L name [ft] [ft] # strength] strength] Fs Fs Fs 1 • 2.50 12.00 3 1.69 1.67 1.670 7.950 2.525 0.0935 SF80 2 5.00 12.00 3 2.62 3.10 3.096 10.749 2.971 0.0668 SF80 3 7.50 12.00 2 2.60 2.16 2.165 9.088 3.608 0.0445 SF55 4 10.00 12.00 2 2.69 2.82 2.819 7.404 4.592 0.0267 SF55 5 12.50 12.00 1 2.71 2.94 2.939 5.662 6.313 0.0134 SF35 6 15.00 12.00 1 2.80 4.28 4.275 3.095 10.101 0.0045 SF35 ANALYSIS: CALCULATED FACTORS (Seismic conditions) Bearing capacity, Fs = 1.60, Meyerhof stress = 4887 lb /ft Foundation Interface: Direct sliding, Fs = 1.332. Eccentricity, e/L = 0.2683, Fs- overturning = 1.86 GEOGRID CONNECTION Fs- overall Fs- overall Geogrid Pullout Direct Eccentricity Product # Elevation Length Type [connection [geogrid strength resistance sliding e/L name [ft] [ft] # strength] strength] Fs Fs Fs 1 2.50 12.00 3 1.39 . 1.46 1.462 5.208 1.440 0.1990 SF80 2 5.00 12.00 3 1.93 2.51 2.514 6.329 1.709 0.1401 SF80 3 7.50 12.00 2 1.90 1.74 1.739 5.272 • 2.100 0.0914 SF55 4 10.00 12.00 2 1.92 2.23 2.227 4.196 2.725 0.0531 SF55 5 12.50 12.00 1 1.85 2.25 2.252 3.076 3.878 0.0251 SF35 6 15.00 12.00 1 1.85 3.21 3.206 1.632 6.724 0.0074 SF35 Durham Facility - 17.5 foott wall Page 4 of 4 Copyright © 1998 -2007 ADAMA Engineering, Inc. License number MSEW- 301377 Yrne,_O.I ::=aa∎W ,EN't.mc>°>tiCW,I 4.O.Ei4Va. Ea_>'®e...P,........ly g......E .Ug..�'cM. W_.,'.em>DM, -Wemr>P.S.U....X V...aA.. ..-3A.E?g.ma>DNYR'a'amN.r. 4q...,A>I,: YYmaA°,IiEY>'n em...S AP=w>A∎ � MSEW - M Mechanically Stabilized Earth Walls �' o� ,ra,.m,o�,r.V..,o�Qµ1�'0N3�`__' opus....., r�,r��..�,a�,rW.....,ow,�...,. 3 ^, 0 Durham Facility - 12.5 wall Present Date/Time: Tue Sep 11 15:31:45 2007 F: \Centerstone Corporation\Durham WWTP\Duham 12.5 foot wa11 ran, :M __— _ - -- -- - -- - � r.VV...„oa:E„V....,.o u :n. �...,� >- c- ...e., osa.. , - ,o 0WMVa.., -- —` .. ®>o,uca,..,. o ..SEWS ,0.M , -- ,o AASHTO DESIGN METHOD Durham Facility - 12.5 foot wall PROJECT IDENTIFICATION Title: Durham Facility - 12.5 foot wall Project Number: CENT0013 Client: Centerstone Corporation Designer: DAN Station Number: • Description: 12.5 foot high wall with 100 psf surcharge Company's information: Name: DAFI/SE Street: PO Box 82228 Portland; OR 97282 -0228 Telephone #: (503) 231-8727 Fax #: (503) 231-8726 E-Mail: structbear@earthlink.net Original file path and name: F: \Centerstone Corporation\Durham W WTP \Durham 12.5 foot m 12.5 foot wall.BEN Original date and time of creating this file: 9/11/07 PROGRAM MODE: ANALYSIS of a SIMPLE STRUCTURE using GEOGRID as reinforcing material. • . .� • Venn D urham Facility' 12.5 foot wall o�ryV�, oH, r......, o,„ rW.. ... ABM V....,a11Sr�v..m,0M.rw.. 0NISEW . a, Srw....., aNISMVu .®,o�r�....on,a14,E,,V..,.,o., Page 1 of 4 Copyright © 1998 -2007 ADAMA Engineering, Inc. License number MSEW - 301377 usR:v.®.xaw[4.vmm,aH,rA'.vm . aoWR' w,ura'.,'..mlovs [ u .vow WC+',...wao,ucx,. ,tscw.'..wa.oa¢cvvmm,,o)¢e eve...# a, urr_ v. ewxo, nn5.?'••® aaaue5,'_.. mw, uc ay.. om, nks[ wvpvma. 9gksE] v?. wxc_, +FrH'N.waa,u[wycroc,.PNi4%d'r' °14 ' � w Vernal JO LLSEW Vagml 014.3MVemen ONIEW,a ABM Vow*, 0 AM. Vasta 30 NSENV Vamal 0 .EW Voure 0 MEW Yam. ILSEWV.m..3 OMSEW Value p.S31 Ymbeel 0 hISEV4 Velma, 0 MSEW - - Mechanically Stabilized Earth Walls flint Durham Facility - 12.5 foot wall PresentDate/rime: Tue Sep 1115:31462007 m � _ �e ,�,Ax :��..,..� <w�'Y.�.a,ow=ewY ea V.,...ro�e�'Y..=..ous�' q1 F:\ CenterstoneCorporation\ DurhamWWTP \Durham12.5footwall.BEN SOIL DATA REINFORCED SOIL Unit weight, y 130.0 lb /ft 3 Design value of internal angle of friction, 4) 34.0 ° RETAINED SOIL Unit weight, y 120.0 lb /ft Design value of internal angle of friction, 4) 30.0 ° FOUNDATION SOIL (Considered as an equivalent uniform soil) Equivalent unit weight, y e °wv. 120.0 lb/ft 3 Equivalent internal angle of friction, (1)equiv. 30.0 ° Equivalent cohesion, c equiv. 0.0 lb /ft 2 Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka (internal stability) = 0.2827 (if batter is less than 10 °, Ka is calculated from eq. 15. Otherwise, eq. 38 is utilized) Inclination of internal slip plane, y= 62.00° (see Fig. 28 in DEMO 82). Ka (external stability) = 0.3333 (if batter is less than 10 °, Ka is calculated from eq. 16. Otherwise, eq. 17 is utilized) BEARING CAPACITY Bearing capacity coefficients (calculated by MSEW): Nc = 30.14 N y= 22.40 SEISMICITY Maximum ground acceleration coefficient, A = 0.150 Design acceleration coefficient in Internal Stability: Kh = 0.195 Design acceleration coefficient in External Stability: Kh = 0.195 Kae ( Kh > 0) = 0.4690 Kae ( Kh = 0) = 0.3333 A Kae = 0.1357 (see eq. 37 in DEMO 82) Seismic soil - geogrid friction coefficient, F* is 80.0% of its specified static value. • Durham Facility - 12.5 foot wallauS�Y .,.�roM,E.,..n., >.��.,®.,o, err« Y..e., ou�,,,,..., ow,E W..�..o,,,�..m.o.��....o..o.a� Page 2 of 4 Copyright © 1998 -2007 ADAMA Engineering, Inc License number MSEW- 301377 Y® alLY9r 9�Y. vez1AWR4i1'®.. ?PIYL MYmwW) t5ER. 1'. wTJAJ1iE`±?' m➢ YSEE d' a. mJ. OVSLA: uvml. ONS[ vlereclDD6sty .YOmJAYSEU.}cmlAllSEai mm }OJtst?YemelAllSEa. J.. YSFW\'m Ew. 1' sun.UYS¢a'_YawWMSk�3Ya�1A1.6Ew YavmlA1 1514'• Ywm]AIYEU'.YmonJA1,3E5.Y!m).E� Verna] ousEa Venue ,O MMY..e.,.0 MSEW Vamp ,.0 MSEW vamp, o NUM Vamp , 0.0.1Vamp 0 MEC,am,a u9E`+' Paine, ,uE", Velum] .n ustt•vev, o usEwv.rvp,4 PM. v,.e., o !PPM Ya:m Eo EuEw'vamp, o ufEwv..m,u,onv Vence ,.o uEEw ID NM* Vance] A LIMP Y..e.,.o WPM Yam., o MISV v-. ° MSEW -- Mechanically Stabilized Earth Walls Durham Facility - 12.5 foot wall Present Date/Time: Tue Sep 11 15:31:46 2007 Ew F: \Centerstone Corporation\Durham WWTP\Durham 12.5 foot wa11.BEN • .new a Frs Velma pp E.,.,oa ,owewYr.p �pm rs ,o,n o .pn e Pmun pae o PI,Ewaame,0ME. ,_Ew ama,_Ew.pm v Pomp ,oEnEwY - 2 , , papa _. INPUT DATA: Geometry and Surcharge loads (of a SEVIPLE STRUCTURE) Design height, Hd 12.50 [ft] ( Embedded depth is E = 0.50 ft, and height above top of finished bottom grade is H = 12.00 ft } Batter, w 0.0 [deg] Backslope, (3 0.0 [deg] Backslope rise 10.0 [ft] Broken back equivalent angle, I = 0.00° (see Fig. 25 in DEMO 82) UNIFORM SURCHARGE Uniformly distributed dead load is 0.0 [lb /ft 2 ], and live load is 100.0 [lb /ft 2 ] • ANALYZED REINFORCEMENT LAYOUT: • • SCALE: 0 2 4 6 8 10 [ft] • �. 1 Y 5 f oot wall Page o.,SOa m ® w Vat) m,ou,EwY. .,. m.,nMEVYa , 0POEwY.,POMP ...m w ,0MEvaam,0 E V.v.,Y,IEEa Durham Facility 12.5 Page,. of 4 Copyright © 1998 -2007 ADAMA Engineering, Inc. License number MSEW- 301377 I'pw>,0„sEw.. wmlANfES' Ymm] A ,aEYll'w®m]0)E,EN_1'atlm>OItS[y. law) A�, EA_. 1'. wJ AYSE5', 1' mJ AkSEY�vew, aySF?_ YwrmJ A16 En51' amnJ 9, e5E9'. l'owE01l1E?'- YNw!?i�Ew_s'c.m}O! �' aem10YEEA�Ya�sJ-0 laE }'aisAOl6EU- �am�]➢1IS€5'�vmmWll FEY 1- f'�w,.0 u1E?3'omn,.oYSEp(yYavn ?ds >D»„ �,o.I>EW, oUSF.V�,oM:W o14,SV,�,oM.E,, o.E.,.,,�,ou.�,... o.ue �,ou. v. o.,.V,.� >o".. o.uEW,�>nUSE o�,F. o.oE..v- .,.,na.nYv, . DVV. �>a..,..m,,.15�v..,,,o.�V�>a MSEW -- Mechanically Stabilized Earth Walls Durham Facility - 12.5 foot wall Present Date/Time: Tue Sep 11 15:31:46 2007 F: \Centerstone Corporation\Durham WWTP\Durham 12.5 foot wall.BEN ,.m.SDAISE > -- - = :ewV I?N, sevv. n3,..>a.1:FWv,,,n.>o.uwv.r:m>nw :e a>DAISC.v.®lo.yE,.venan>oustwv... s =v. 3_rnu.I._.®>awE o.,oeac..v�>oM>n.v,m EWvmm,o _._ v " ANALYSIS: CALCULATED FACTORS (Static conditions) Bearing capacity, Fs = 5.22, Meyerhof stress = 2107 lb/f1 Foundation Interface: Direct sliding, Fs = 2.649. Eccentricity, e/L = 0.0962. Fs- overturning = 5.20 GEOGRID CONNECTION Fs- overall Fs- overall Geogrid Pullout Direct Eccentricity Product 4 Elevation Length Type [connection [geogrid strength resistance sliding e/L name [ft] [ft] # strength] strength] Fs Fs Fs 1 2.50 10.00 2 1.64 1.36 1.364 6.195 3.006 0.0641 SF55 2 5.00 10.00 2 2.69 2.82 2.819 8.132 3.826 0.0385 SF55 3 7.50 10.00 1 2.71 2.94 2.939 6.364 5.261 0.0192 SF35 4 10.00 10.00 1 2.80 4.28 4.275 3.603 8.418 0.0064 SF35 ANALYSIS: CALCULATED FACTORS (Seismic conditions) Bearing capacity, Fs = 3.00, Meyerhof stress = 2782 lb /ft Foundation Interface: Direct sliding, Fs = 1.523. Eccentricity. e/L = 0.2017, Fs- overturning = 2.48 GEOGRID CONNECTION Fs- overall Fs- overall Geogrid Pullout Direct Eccentricity Product 4 Elevation Length Type [connection [ geogrid strength resistance sliding e/L name [ft] [ft] # strength] strength] Fs Fs Fs 1 2.50 10.00 2 1.35 1.20 1.196 4.070 1.750 0.1316 SF55 2 5.00 10.00 2 1.96 2.26 2.263 4.711 2.271 0.0765 SF55 3 7.50 10.00 1 1.89 2.28 2.281 3.518 3.232 0.0361 SF35 4 10.00 10.00 1 1.86 3.22 3.222 1.913 5.603 0.0106 SF35 • • - .,.,e.S,...,>o�,EV :M /Vmm1aw v..,:,D.,DE...�>e><.E �>DU,EwV�,DAI.ay. RAISE.,,, , DD„EWV.®.,D„=Ew..�>D,uE.,,..>D. L. >DAI,Ea,,.a,DAI>[W en Durham Facility 12.5 foot wall Page 4 of 4 Copyright © 1998 -2007 ADAMA Engineering, Inc. License number MSEW- 301377 1mw7.ONSm1'am>.... - v ..... >A Us01.1.em341>tsExv.m.341>uEKv,+ ;D>u[cy m.>uus[a:>e..>.o ginu.m.>nu>[ed >A...Ya.....x asP.5.1k. .zD>uEv±i 3n> acaa.®30w E3'.r�.>nxmg_pnwo>.o.>escWAmes. o>u :1'm..ula[w.I .wa>n[ry,,:a...).0.gv�za0