Loading...
8060 SW PFAFFLE STREET-4 r ac u, 110 4r • / LOBBY LOBBY 201 RECEPTION zC5 FEC 235 I'EN I MD r05 � OREGON November 15,2001 -- L4208 VEST1 LILE _ -- - Encompass Mechanical I - 5711 SW Hood - VTR - -- ��- Portland,OR 97201 - 1 - Re: Cameron Plaza- Permit#MEC2001-00343 �,�.,��;�, STAIR OPEN OFFICE 8060 SW Pfaffle ;i;; 249 239 Tigard.OR . The City of Tigard has completed the review otthe submitted plans for the mechanical installation at the above referenced address. This review was performed under the provisions of ,, ,, LO r RM. Cie State of Oregon Mech mical Specialty Code(OMSC;, 1999 edition. The plans are approved '' •• •• 2233 subject to the following conditions. "' STOP. 234 - 1. Smoke detection shall be provided in the return-air duct of this system. OMS(' Section 606 ..:.' 1 2. The pians appear to show the ceiling as a return-air plenum. All materials installed in this •. return-air plenum shall meet the requirements of OMSC Section 602 or be plenum rated by ••••• C s testing. — 3. The gas piping shall be tested to ensure that it is gas tight in accordance with OMSC Section GAS UP 1-1/4- (400 MBH AT 70 FEE OVER ALL LENGTH) TO ROOF TOP UNI 1304.18. UP THROUGH ROOF AND OUT THROU - I —u R D UNION 4. A copy of the approved plans shall be on the job site and available to the inspector for in,pection purposes at all times. � OPEN OFFICE 238 Sincerely, - - --- c� ca"IMWIla Building Official c. File _ IA•,P, _ — 210 — _ Ear. Pfaffle st►.,soeo --� UP MEC 2001.00343 PfaTs str,.W" 2 of 11 MEC2001-00343 13125 SW Hal M. Toard OR 97723(".COQ)6394171 TDO�684-2772 -- ' ��sUw� +iM '�'�Mef�M�� ��w�Miv,4w.wwtyYer•sw`w�►�.vd.,w,»,,,•.y.:;-::, ,,'..::,.,nw.>r��:war.+.rwrrwr,.'.,.:. ;r..n.y. -�+..wwuwwr�e,+,�,. . . <.,, ^,-,,,:; x.., LEfi�ILlTY>iTMl� C1T1 I I I nn� I I . I! I II I nl fnl �nululi�nullul�l hulllul ( I Iu�n1 Iln nnlnll�l n'>I�i�uull n�nu ull�uu I +II t I ( u III vl _ .ics 2 �� Ia 1 I!! 17 le lO 21 Z_Z 23 9b - tO 10 I I i r t 1 , r 4 J � • i Mdtll � ' s .,t 41 xl e10, 1,. T,777 � r . - . , � t •',4 C -r h+ O Oa �' _ --__ _. g0'-Oe DECK PER PL4 61 IlCONT. IMWT IL � DECK PER P� 45'-Oa 46'-0e P Pi Lire -- 14'-O" 141_Or 81'-0' O 15EAM PER SEAM PER-� 2 I PLAN PLAN REF 9/59.2 REF. 2/35.2 4e LAP SUPPLY DECK PER PLAN EF-I DECK PER PLAN b � v F L� A 11 3 PLAN PER--/ Pte" PER L 4 P .. . . a 211 : 31/II I ,4 t DC'; b 1113, r e �'�"�/ I �-o IG � •s �a � . � O11 WIC 413 T` IJ!i17K B DECK 0 �J T15A 2-P-100 W8x24 �—" 20 GA. POUR STOP I3 I I LENGTH• 10'-Or v I r MARKT EF-1 d _ V 1/4e �( �' a 45' STEEL DECK PROPERTIES - 5' TT'PE 'SWo C rL A � .^�o � u k ?' XIII l� _ 5 DECK MOMENT OF INERTA SECTION MOOULM U1 �� a EPECKING E P� FOR DEFLECTION n►1. /PT) Q ~ 4 3/44 POSITIVE. NEGATIVE (IN.UFT) MOMENT S+ MOMC►:T S- ['- o�ueiZ.W O67." 8 IS eUPYLICD BY OHP O ucr) I U _ a I 4 + 8 20 GA. CL05URE ❑ Y I e DECK Tree , �' o �► o LENGTH• 10 -0 GECK , 3E TYPE BW COM"ITE FLOOR DECK MARK• CC-2 T§ t eF y 1n DECK ATTACHMENT, NN 10 DECK !' SUPPORTS PERPENDICLILAR TO FLUTCJ- W 3" (•1) 1/2' DIA. PUDDLE WELDS PER SHEET • SUPPORTS PARALLEL TO PLUT19- 1/2' DIA. NLL_DS • 12' ').C. Aa��• 8x10 F 1 N07e3 lA'f Y1 13 DIUDE SEAMON AT1"A&AM&,r - f • I�i47 C,�/C,Q�7`L�� �flC �t/i�� CITY QF TIGARD �pR ed . .. . ......... ........... i4GY" K/,l�/t�G $yam A&-IL Conc>rTE � V - cam•. r jMjMIL,(• For rovy!ne w06""ft►t dM1: .............. . I PERM1? NO.�y See Letter IU FWP. .. ( 3 WOXIO � Job AO4re9s G'(Q [ WIOx12 �► IT--�_L t -" Q I ByeMAWN..-r�"/``N` ,. _ � - -------- THE N ` OrCX NSTITUrEIOUNp EDmON OF g1CFDY1PnNAGYD UPON +OCSIGN LNHWAI. Q /IE DY"W IMO OONpR�OF15 ARE TAY:?• F/iQY Tk15�KIOK 'TYNE LL TTY OFA H Y fJW OC L1NrTE0 IfY INATTENTION TO OETNL PAIRICLU111LY AT [No Nb EDGE TUtk"noN'S•. iL O 'AT INTrM ro7moNs, IAO&S 111177 e[ SlMT1C:[MIr OV[RIAPP[D No TO PN(JVIDC AD[�WTE DISTANCES FOR DTE Co":,CI" USED. A D I * pDUn taken Q Mako c IT1110on9 noted (v� arNoul YINIYuM END DISTANCr FOR FASTENERS USFD S,InUID BE ONE He,, RB18ded f• VMEN I'INLBADIND BY CRANE. AINAYS USE 911N09 AT 1/] p{11N[9 RCDURwJ LVID END W NOT NESS TWW TWD MIOIfS WITHIN TNC --- Q Revl re 8 ROSubmtf U r10 NJT JEnK OEGK M1NFN llfrnlp, UNlpy) NCI /UNDLE ATA SY01M ENn LAPS •NY��ME[STAOGEIICD p1 A CfININ+l0U5 LINE wRNOUT —•— TIML WHEN UNLWDIIIG eY NAHEI, SIR BU? BUNDLES AND l/NL.OAD CALK 4U5T OEFE F71PiS[01 M! ►lU(IINU OONNEfT10N!RArITIIROU RA Al 1 TpIE I 3utxnlf Spec t ed Item Q EMM DErK SHEL7 SEPAfTA1TLY. Archttflcfs ►P1Vfew is only ' q LAYERS O► OFCN AT nN[ PANEL CORNERS ON THE [:NU LAP. P PANEIS S :or eneral conformance with cH(r K DUANTm uAFf1c Neuer ANp �ONar�pN o► fxcK AND A MOOR DE bg n Fw�pAx MUST WI,w,( � °OuuoN the design conceppI of ww'P' ler ACCESSCIf% &=Af_ NOIF oN fl[ t1En COIINCCmD W R S ENDS WITH TINE SPECIFIED PAnu01 WITH IAnlh the InlormatiCr, ri.rr t and general complianrg s/aR7AGce DR fX�cRCPANCInts ►S, RY TICKETS ANY Any action suggesto d as ...II)Afil oS rsub eci toct ethe 1S R DECK ro pRODEN FROM THE WEATHER. r NOT rpnu'-rr;enlc t the Tans and s ACifi:? n � a STOW.ER°�crEn 1uuETw RLY.� SKIDS TO KWEA TER. (IFF TINE C11011N0 ° p I tin Contractor SIDE uM fE'',':llr+•. r"vnnslble for: dimenfsiona wn:cn shall 'nv OV[RIAPMNO EDGE Or PANELS SHWW BE IN CLO4 CONTACT TO nor(' 3fi(� cf�'fel ►,?� �l �' bo A KO STEEL. DEC( 11 FAMOCATTD TO MEET THI?'ERECTION At(" M'IMUL4 ECOENTRICITV Of FA%TVY*n w THE LAP. WrrUN I lob E10; fabrICatlon REQUIREMENTS OF THE OCCUPATIONAL SAFETY ANO HEALTH ALT• STT" r COMIC' (yr rtHr PANELS erTW IN SUPPURIS, pIo(:e,,se6 and l9chnf +.IC:' r;( FIELD C011MLAFICE WITH THIS ACT h NECESSARY. FQUNAIEN► OF SUPERIOR fi19TCNERS INgt" BE USED ON THE EnOr a 1T,trurtlIrQ :oornd thelon B. pp NOT COYPLITEL M b DECK TO REMIND SUPPORTS UNM MOST PANEL At nit CvpmWM PE71111ERJ1 OTHERWISE SHEAR STRE,.IM of ITIS Wp►I, Wlfh that Of �I! f,lher fra(1es find the 6RDPERLY AUONEb ALONG TIE FIRM INTERIOR SIDMv MAY EXCEED THAT ALona n,E _ 6at!rlactory performance of his work. P[MY[RR Y[M�AND TIa/9 WJIN[fH THE CONrRIetFrlcrl DI 111E / KD STEEL 14M BE NOTIFIED AT ('►Y-'E IF DECK AND ACCE990RE9 A"I' AMIT EN[Ri LRS Architects, Iric . AIA KAn STEEL WILLR°No°W R`ESEuo Viin THEER FINAL lArrDCtIONrS PLANS. L+2lns L _•' atAFNOES LEAfxOft 'wrID9 9EUTtA� BE 111ADE BY Ql1ALBE) OPnuTnR9 roua►,Nr, �w9 1 , • WrHoLrt PRa,N � U1.7 9P[CNtG710NS• THF W[LM SHOUID BE 30MCIE17 rD CALJ%t 7j� r Det@-�� .By 0 SAMA SpT,ORTIONS IN GOOD PER THE ANELVA OJ40(JNNTACt NE7 ni I ly tVE DS Ann PA►lkl. ACHNS fiD CONTACT PUKE ON 57*UCTLMt& SUPPORTS FISC tlE i (1 AalM/VNTIONa F'CM "-r Al" 1e GUAGE PANELS Tlf WIRD SHOIND F#Or SIIEM RL -MSE LENGTH p[NCM u'rRATURE MAY NAVE BEEN 700 LOW FOR AMQUATE L n '�f,EWEU 0' 11SE AND RESUBWr Lw -f .�.AEJECr`il /v�� Lloo -BDTTOY 1x DECK 7, 3 i;F aOAHE 1Y � 'llfYlrWs AIU9T BE 10 S t JD USIrT PROIFMY ANIBRATCU TORE Tp CIL� (1Q0. prod a fKN!lalll NM For p 'W+IEU LIOY -RILL! Of MATERIALS Avoin oKAONAANp W,I I CAN STRIP TI,E nUrMl At Sit op (1 Co►rectlnnR rx commerKa n1101 OA OA -GSE SEVER IIEE SCWW WHEN R LS PLACED INFO HfAv+ER SuesTRA A. dEMnp fhl. no rishn OF rK LAP SCCAMS+s,tii of INM*"EnAIMTNN pLKt Cf7ETEl[ IRg1, emerlDa cl IFI/dre E Of BOTH PANEl1. '1rE SCRE>y CNMIOT rK ALLOMRD TO L I aPeo"1011 IN IThis IChACh I9 only IOr rBVIEW olK�And JK -d01Lt a[ARINfI rLlW �TH ON rot UPPFA fl,Ei:r BEFORE BEOOwNO r11QA wo w TTNB ri V T1,.', Oa CONDITION .. ' 1111111 r TKX1 p�p IAO MA1 E-CrNIRC.. [N 11NIr tTa1TIffnerre ahs ,Ie •mor NWM-NOT 9Y KD aR[L Follow am, L►A�Y/�[" TTo REMAIN w COMACT. EARRY LJ� QMIWIII�T11fICe Wkhe rin ;1 conceptOfLhapreledMd 11 WMAT7=1 REM/W[D AND RE-D TWA N w+e cD maUon ph+a h Efla r Ej, conlarmlrT and rely a cr Ifracfor le reaporntb for TOO - TOP OF DFrM lelely4 roordklfAln [J J Warllldee and d 1N AP 111 c��kIC frfbricallon Ora•'+,ae6 and to & TQ! -TDP of �pgr Lgl2nD IK [p L3 0. IraoaS Qhs WMII with that d AgT�OO MNERE JOIST TERw1MTF, ON A SN[M WALL. THE too-- '-Y aatlal arld y0 r. l>[h DBlar 709 -Tr7P OP RTErl ISFIDTER/1KDMTL ASIEDIAIPHRAGM AN R/S�II[Avt[OT CoMSTR y Tiles AU_ IIIF(LA[P9. ' — ... UND -L"In NOTTD Onaftst TNES[CA E I TLO B'f I►iStAl1/N0 A BLOCKt LIK 5PAL01 I t (a fLC>t)fyNamlr r Is work In a ON THE *Al , T�"yATpl TINT ,rolsT uEVAraFE I VLMK CONSULTING ENGINEERS AND TREK NAMING O 18x85 t . S (503)2217.4453 coNNEcnoms to THE eLGCIC' z 11l •- coo it OQI+fCs _ W °�S Wl2xlb ��— N0. REVISION DATE NO. A r a- ❑ ❑ _ —— REVISION DATE 'f ° roe Arracwni, G"` - KD STI L, INC. APPMM�/REl1FW AUTHnRITY, 7004 N. ALTAMONT, SUITE A Tlfaffk Z.it,8060 It IUD D K � PIEAK RL EW THIS DRAWING GAEPALY. IT RF3MfESEK18 T • OUR WfWRETATION OF THE CONTRACT DOCUMENT& 20 SPOKANE, WASHINGTON 99217 MEC2001-DOST] IfOt1EVER, THE STEEL JOfsr/p[CK 1ARRIMMIN AND PHONE 5091 457-5309 FAX 509 466-0403 6 of TT f� 1 FIELD CUT DECK AROUND a DETAI(a NSSOME NO RESPONSIMMF10111 THE —�1.�.� ,L__�_ _ SECOND FLOOR DECKING PLAN AROUND OPENINGS IN FLOOR. AACIrTTI Iter•AND OR TMSTRX-Pr"""'IO/ S10Ne1 °N THE DRAWN EIY KOS AiAI DESIGN Dla[RNos. _ CHECKED BY: KDS DATE: 08/19/01 1(flL.ktnPST, T►#B n� RESPOFfsIITLtm of THE BLhER. SQUAM CUSTOMER: NTS DOLOR CODE • RED TdAJT/+_ __, �, L"M �+0 To THE CANTRW ON T►as DRWNG, IM*N y y+ REF'. 82.1 � C.6 R IS RE'rANE0 r1101E APPROVAL. R WILL BE ASSUMED � wroNIA710: slum+ IlMnN wM TINr AmRMATXW PROJECT: CAMERON PLAZA r NWR0"A• "urn' J013 SITE: TiGARO, OREGON f11d13EOLR1fT Cl/Y/Of! 1D Iff MNATILN lEfO1M1 ON TiRSE _. .- - Mill K oRAw»iQ9 ATTER THE /1ffT EueLassloN SCALE: N.T.S. „.,:.. fir•.• R-•gI-o lISICEilirivo At OOIf9111ICT CIWIOES. + ., .Imrtrar cm � . � I. S I I I � i111 III + i I �:.,1 , 11 • a 10100.1 cm 10 I 1 12 3 14 I le 17 le 1 20 21 22 23 � d r �. O • 17 1 2” J Ns1�11 yyl.1�� Rww, MR Psk 1. r 3 .i y-�: :.P.r '. ... :+tf6 �•L4 ' tg^rJ_:J:ri+'.�i4�• hsf,�er 411�+ki.. I'?'4. r � _. - 's - / ,. .r j.r i • l •k W' DECK PER PLAN AW-00 CONT. L�LT.A+t , '6100 ATTACA pteWr 311�r r U PRIi PR P� PER LAIN I REF. E/83.2 2 REF. 2/53,2 4' LAP 1 DECK PER PLAN /I-CC-1 DECK PER PLAN- { • ••• 10 1'LJ� BEAM PER • z 3 PLAN IL ..... ...... 3 If 1 ..... I M M 1 7 CGfJT• aviT 1 � I ALL STEEL DECK PROPERTIES - 1 1,12' TYPE 'HSP-96' 4-b DIECK GAGE WT MOMENT OF 111t.FTTA SE:CTiOI4 MODULES (U. /FT) O • 4'-O' ME Per FOR DEFLEC-EV.Y,1 y I POSITIVE NFC4ATIVE t �- B ❑ ❑ 4 (INA/FT) MOMENT S♦ MOMENT b- O 20 2.04 0.220 0.256 0.24/ DECKING IO SUPPLIED OY OHP I ' 41 % j I PROPUCT DECb N9 5 I coCK TYPE E O.1 1/20 TYPB ROOF DECK i - N 1 01 � N DECK ATTArAimEHT, Q rrR�� "PORTS PERPENDICLLAR TO FLUTES- (L (Y) 1/2' DIA. PUDDLE WELDS PER SHEET 4 (L SUPPORTS PARALLEL TO FLUTES- 1/21 VIA. W!!LDS • 121 O.G. HrT T tjl- oil qE Q1.1 f A10. 11►�r/H.�,G1�. r 2 e ES U T AC14MCgT - sup,p LY r` 7 nA O O KI I p 20 GA, CLOSURE PROIE,)UGT ❑ �..�y�� 4 o LENGITNt 10'-01 COVER , DE 0'1 1/2' TYPE B COMPOSITE ROOK DECK �Gf� Fay ASE l MO/XCJ. 1 • I WAl �� d MAT K-I IVAICA 1-0 of w- CC-i r DECK ATTACNMEi�T, � LJ SUPPORTS PERPFNDIfaJLAR TO FLUTYS- \ �' (7) V2' DIA. PUDDLE WELDS PER SILEET `-PPORTB PARAL.LIL TO PLUTE!- Of I r I/2' DIA. WELDS • 12. O.C. � b BIDE S T ACHMlTtT VERI"::PH, Y PROFILE R � ��• ,O � I9AMP VA/ DRUL 0,05oloc RIE tL � 3 �..F IL s THE OLLpMNO INFORMATION b BAStiD UPON THE !TEFL OEGf N 3 SECOND EDITION OF THL DIIIII GM OCSMA/ Nam- j►1E.�OILOMMNG OONDI 'U ARC i"UD "D DY i 1' BOOIL� EV MR9A A ONWIR,iGY CAN 9E UYrtED gy IW�rTI'HT�ON TD I I KI DETAIL PARTIMAIIr AT END ANO EOG[ TERMPIATION'S. TO PROVIDE ADfOHIAIE DISIA14CES FOR THE CONNECTOR USED. A YI►AYIAJ [NO pS1ANCE FOR FASTDN13 USED S"OU111 or ONC NCH AT IN, OR POSE", PARLs MUST BC ofII/1CIO/T1Y &4AIAPP(D V OEPEAAL RFGlARNO AND [NO LAP NOT Ll TrR1 LN()IfS. WITIYN THE 1 d Ii, TIMFH UNIDADINO BY CRANE. ALWAYS USE SUNDS AT 1/3 POINDL WYSTEY, END LAPS MA fIE DTWRCD OII A COMINI•aus LNC Wm10UT DO NOT JERK DECK WH,EH UFI1N0. UNLOAD, ONE WIND AT PARTIfIAAI) [1iECT OH 11ME OW�HRAOIq f<T11[NOTH, H/lyy[y[R g1GTFp ❑ TUR[. wNCN UNLCMDINO Or HAND, BRLAK BUNULCS ASD ul*J0AD CARE M1JSSfT BE DtPCISEO iNAUKNO OONNECTIONS T11R00l Wf IE EACH DECK SHEET SEPARATELI'. fAYM IOP IDIATiNt PANEL DORNUS OH TW ENO lM, Ir PANp.= COMH1m IAOry INDPSDIM11HH111E TTIAN ENOP N __�--- -R COMMON Z. CHECK OUANTRY MMK NUN" AND CONDTT1ON OF 0[CK AND 3[lL� m[;ILYlI AfCESSORILS OIi AARNAL. NJiE ON Tf[ DE f4pY 1>CKET5 ANy SHORTAGES OR DISCREPANCIES. ORE 9ECK ON O 3 ECA LTEtl IYYQIIATELy" SKIDS TO KffP r FR Y TIHC WEATHER IF OT OROIJIO. 5� 'THE &4MAPPMO E•DOE OF PAHEl3 Slo" BE N CLOSE CONTACT TO 4. KD STTE1 DECK iS FABRICATFD TO MEET THE ERECTION ALLOW MINIMUM ECCENTRICITY Of FASTEUNCRS N THF IAP. WNlIH RF.OUMEMENTS OF THE OCCUPATIONAI. SAFETY ANO HEALTH ACT, STTtta1 FASTENERS DOHHtCT ADJACEM ►RACES BETWFIN SUPPam FIELD COMPI.YWCE WITH THIS ACT 13 NECESSARY. [OUNAUFNT OF SUPEFU KASTDIERS IINDUID BE USED ON THE ME -� MOST PANEL AT THE DIAPHRAGM PE UMM OTIf11W15E SNEAK MEN= S. DO PjTLMZW MELD DECK TO BEARING SUPPORTI UNTIL K� 711E TMST INTERIOR MIDEIAP WAY "CLEO THur ADVO THE PROVO 'v.'eu I YEYM AND TMHS DHAM SH TfiC CONTRIBUTION IOP T/K 8=1 AdTMa /. KD 9T%MU �( NO?MiEO AT ONCE IF' DECK AND AOCEll0 fl C/1►NMDT/[ ERECTED ACCOROINO TO THC FINAL ERECTIONS PLAMS. KD STEL MA[� NOT BE REBPONSIBIE FOR ANY ntLO r"AIRB 011 ,P CHIIIII MAD[WRHOUT PRIOR CONSENT. �I!1_DS SHOUID OF wor BY TORS FOILOWINO WS 1 E; p /H •t DI.3 SPECIFIf;ATiONS. THE WE ID9 311OI10 SE SVFFICICNT TO CAUSE 1� LOCA. DISTORtIONS N THE AIlL AR011►M•1 NDTIM THE III AND 1 LD SHIM" N07 SHEM _ SHOtA 0 SHOW GOOD PfRIMMA CONTACT OFTWEEN WI AND THE PAML A�LCCROSS IT� CONTACT PIAN ON fUPP0" THE�� ' IrE ENG 1ETIE'EAATURE MAMAMAK%AND 18 CLIACE PANELS MI 1MlOW FDII ME E LE)AM PENE1M110F1 • S1 - SEAM 1100 - BOTTOM fiF Omm 1Ec I a II. BOM - BAl! OF WTERMLD �(1r" MID I,Of W110 ANO PROPI CI1318M �p BII WNIC"1�1TE�ClIS A0.11 MIP TiIE T{HREMS AT� Oq IL LAPEROr CAF#_q E. LNwttH FPA1ETMS 1411. INE INTD ILATAI LID Bwm �AATH� CA - GAGE LAP SCAFA,s SWV L [k Y SPACER AND,L�MSTAL lfD IN THE CETMRIT h HC - MOLE OONORION ENC UFAENT OF !•tt1I PANELA'. THE CAIINOT BE KI ONES TO MREAIr-Up ON THL UPPER I QCT D E WOOMING�[E�MI[ApM� IN Til[ JIK' -JOIST YAWNS EL[VATION LOWER f►1"TERM LEAW KI 1NI ENTRIfAWS EAN/F UNITS SUCH SCREWS SIf0111D !+T 'J!M 0 0 ME—Or" N Milt NRIfDB- HOT BY Im ST[tl FORCING II LAYERS TO REMAIN W ODWACT. ('000,1 me - TDP Or DECK I T — - TIDJOIS -TOP 'OF JJOST 'iE APRIOATIEIHS WHF J TERMINATE�Q[ 9EAREE y1L�THE A/1 yp�► p�PIIRAG1fS11TctMAYE s[N Rf�IbfOr N 3[1f1AP� ��bl V� ��'T'/O1/ �rlrry�EYpF Id�ATE�fi71pTC�TN[FA�rt M �T[N[p y� T TSN[ (�,C, U TIHESE G1! YE AOCOYM(TMTLI�YY rISTAlf110 A E11OCK-LME [PACEII I I , lJMO - UIlEB3 NOiR JTSERNTSE ON TH[ WAU. TO MATCH THE JOIST ELCWTgF<AND THEN 1WHN0 �7uR�IbD ro/Slo I -��I•'�D CONNECTION tO 1W KOCK' NO. REVISION DATE N0. REVISION DATE ' --- ❑ - -- Wlix2i ❑ 1 --- 13 w1�19 l`D STI, L L, INC'S o FOR APPROVAL ��. AL�Er#" MMMO" 7004 N. ALTAMONT, SURE A Ig'-Or ��1Evltly � 20 MUC.�2001 00311 TM OMMSNO l`MfTi 1Y. R REPRESENTS SPOKANE, WASHINGTON 992 t 7 OLRi IIIEEIlPREwom OF THE CONTRACT DOCUMENTS. IIOw[rFR THt 51EE1 IOKT/p�pc FAORkATOA AND PHONE 509 467-5309_FAX 509 466-0403 STEEI dOtiST S DETAIIE� ASSUYF NO RESPONS111111 i' --- ROOF DECKING PLAN �^ Of DIE NFORLIATION SHOWN ON TIME DRAWN BY: KDS CHECKED BY: KDS DATE: 08/19/01 A1H21TTECTURAL ANO OR SERUCRIRAL DESIGN DMI ' TIS 13 THE RE3PUNSMUry DF THE waa. sfxuRFs C_USTOMER:_ ~� " LWM NOTED To THE cONTRARY ON TM! ORARAHO, *HEN PROJECT: CAMERON PLAZA A NTS COLOR CODE So BLUE 1�', 83.1 TWT 13 RET MWO FI10M APPROVAL. R WILL BE ASSUMED y T ALL MSDREIATION SHOWN HEWN IIAS THE MT1ftILATTDN • ► DF 11[ APFREJf1Al.AunmRDY• JOB SITE: TIGARD, OREGON ..+wiidl......« ......, ' OU�SIp XW Ci411MO TO NIFORMATTON iNIOMN ON THEW SCALE N.T.J. 9:=W TS' THE FIRST SUNIMISSIOM WILL SE E1�AS OONiRACT GARAGES. ' --- FILE N0. DWG N0. D2 OF; 2 I ISM Goll I I I �unlnn�nll�ni�unlnn�unllul�ull I I Ij I :l LEti�NJT1r tTIR� 6 Ioa,M.I�,� TO I I la 13 14 i fa 17 IA Ili 20 21 22 23 24 1A a 27 2e 29 r 1 tikl a 1� + �,r ati r � 6 T l71 t l F { �,ptl f j". � t •. r I � �y�, •i 1}/ t�i ¢1' f i 'r � ` H .,d NORI Vi r. HtY "' 111wall � MT6 tt Y' , t 1 7 1 STANDARD 111FLDQ Mk%k Ao GN PLAN. ,,,{jj IR17E MCi a Iff --- 1&S 1107 err KD ST99L -IIS• _V7•„ UnSOY KP /tLL. L1lT I I F M9L POW ML ( N t• U TYP. OPLIPT IeRDO. DETAIL MIW Kin 1=01_ P� ftm S• 7 v4• w.ol BRACJI 0 0 ;� ® o "I PtAbNi ft* 10 NOT waD 114= � Ru. ware ELLILP. bJB01 0• • ' (2) 1//46 CIA. OMT1 Q ❑ -- .!i 1 17 �Tff NOT BY KD RT[L. ! �TsslMs � TlBIMS � W e. Tn6tA I a R � � �°�u•N P*.re e. R �7r t •• •••. .... TESL !moi .... . I Ar ..... ....' Ly REP. "ANA :..... .. ... . .. jq .1t .. .... . ..... !UL !Si'il. t W1 kNWI4rI�1 0 n wte.�a 0 z a �- , TTeeAYB l6' • DUCT ' MMiA __ 2*1'-N>• HWAII • � � � �. � � � �.y�A MING• ?. JOrSTS ARE UNSTABLE DURING ERECTION. UNDER NO CIRCUMSTANCES ARE CONSTRUCTION LOAM OF ANY DESCRIPTION 10 BF P N 1 PLACED 0 UNBRIDLED JOISTS. ANY ERECTOR WHO ALLOWS THIS TO BE DONE IS IN DIRECT VIDIATiON OF 0 S.N.A. REGULATIONS CREATES SIGNIFICANT RISK OF SERIOUS IM)URY TO PERSON AND PROPERTY, AND MAY BE HELD l.GlfilF FOR ANY IKIURIES SUSTAINED. SEE DfINERY TICKET. RECOMMENDATIONS FOR HANDLING AND FRECT1NG II OPEN WEB STEEL JOISTS AND JOIST GIRDERS. OEMRAL 70.OM O► J06n Rr'STNKI ON STS_ SUPPORTS LLµL B[ L-!• 101_lI 17'�IO• 1. WHEN UW)TIOWIO BYRM, �LWAY! HOOK C1WrS OR SL1h� TO CONNEM TI11RnO WITH A MINIMI J OF 1M0 - 1/4 IN TOP P T%. O NO 01 NOL' 10 THE WEB WMHER PREffRAHLY AT WE" TWO WOWS LO11O CA tOUNALFM, Opt MTH YMO - 3 4 1 J POINTS. 00 N0I JiNk JOIST "IN LIFTING. WEN UNLOADING 'W'M �S0D{{T THF STAW'i1JRAL EMIAWINCS ON THE PROJECT 8 BE R[VIEII D 10 (XI MWF W14EFICA ANY ADDITIONAL TW I: ULM WI4rG1 � NANO, BFIIAK BUNDLES AND 1111�AD EACH J0i91 SEPERATELY.TS AND pCQUFIm OUC 'b IP[CHAL OONOTIK1F/t O6 -� �4 G 2• i CISS01" 64 RIAGES 0[OUANTTTY RIVAL NOTE T ONUMBIFIRS N THEND D �aTiCNETS AM, Am OIROERS 71.NO TOAD! f1rALL BE PLACED MI THC Jq[R OIRDrR WM 714E JOQTW S TAd10 I • W14tN ]. STCIRE JOE9TJ ON Wooaat SKIDS TQ ITEIP THEM OFT T[ GROUND wu ON 111E aR1xR ARE IN RAC[ AN[1 W[L1[IO ►D 711E CMRQ[Jl. I 16 ♦ Duct, ECA CAID SBS0T4 ROTECT 114E PRIME COAT IF THEY ARE NOT 21.THE STRLITIM FNDS OF THE BOTTOM CWW4)9 OF J09T 01 no 4. JOINTS ARF. FABIItrATfD TD WrIET THE RECTION MUST BE" RrSTRAI►ILD "IOU LATERAL NOWUUNT TO BRACE pB 4TE • I= COMPLIANCE WITH MS ACT IS NE[CETL%A fY. ACl'.O 141,0 IYITH P V ATlr-AL bTANIIIER ►LAT[ MIMMWITI�[ • •nn�I � 1`S • DUCAT }( R[OURIM[NIT OF INE GOQwAT10NAL WTTY AND HEALTH ACT. CIFID[R FROM (mi(WRMNfI DURING ERECTION. 1142(I9 Ust)r,,LLY . • Ej 7. • • 0. DO NOT L'OM►L[TELY lv[1D JOISTS 10 BCMINO fUPPORTtI U1Ri �F J W r B r 0 f PIATLl BETWEEN TH[ wup ANai, DO 1,10 vt7LA ANli6! Y NOTED ON [C YOIt Or PROPERLY AIJON1`0 LACK W[1D EAQII END Of J(XST ON DIE BUM[ f11T11CiLARAL OMWI{Of' TIDE AND DO ANY ADONMENT DURING Ifit INSTALLATIGN 0► .� THE 71 JOIST Ot11D[W 10 CAP PLATT WON WNIWY Tf, /MELD A NOF W--I mo~ •� AIUCHYM 10 THE J0131�DEMING S'UP N6b. DO N i ATTEMPT TO OR /THEW JILTl�1FRl �`• AEON OR STPAJWfT[N JOYS IN OROU►S Arlin WSTALIA110N OF D�RA�WINGS ON TN P'I��NOULD BE AErVIEVID 700 DCTEl4WME I BRIDGING lw1[� PERMANENT ATTACHIeNT TO BEARING SUPPORTS HAS CO►IDITUAW ADOTTOOL WELD S FtEOW.D OIIE TO SPEr*L Co® —DI 0� Ik'L oli S/ H IL 0. 00 NO- WRD BOTTOM CHORD t)RTTiS10NS TO STABIUIER PLATE! 71 CAIINOT wnD gmTOM C►IORD BMCE7 TO J=C1Ir M WIX ALL a ` ' _ ` tV S CUP A14&ES UNLESS SPECIFICALLY ►7110 ON ERECTION OF LCADS ARE APFUED. KID WITH 1/e WCN FUAL1 WELD I SiNUCTURAL DRALWNOS AND ONLY AFiER APPLICATION Of ALL 001D ACROSS iHL FULL LEG OF 114E BRACING ANCLL. • I q ,1 r- LLYADS UNCM NOTED OTHIMiSE. Y '4W22 �` ✓ �F `�� �0 1 s ISA A /- 7, CONCENTRATED LOADS (ETF FRECTOR•B NOTES AND DETAIL Y.) �v1 • B. xD f1TEL W4T K AT ONCE M JOISTS AND AOCEESOR14 f*MOR"B Sats - � I Np�1�p CiAMMl1i BE ERECTED ACCOROM TO THE fWM ERECTION PLANS. ,(14'Dp/pp0 __ -- .n KD STFR MEL NOl BE R[tiPONflel[ FOR ANY /IIID R[PAIA)S OR 1. CO►4T11AC110R BFWL PRDNCC MGRS 1011 ATNOIlA1T DIlTRrSI/T10N OF C2.04K I CIUNGES WIDE WTTW/UT PRIOR CONSENT. CONSTR'JLT49N LLLAOS SO 11U1 TIAL. CJARRYND fGVACIIT U/ ANT JOMST • v - _ IS 177 EXCFEDFD. ALL BRIDOLNO WALL Bt COWLITUY INSIALLED • t. DO NOT Ct)T AWAY ANY CHORDS OR WERIL AND THEW ENDS PERMANENTLY FASTENED INTO PLACE RFFORL surr • C';NSTRUCiION IAADS ARE PLACED 04 THE JOISTIL BRJIGM SHALL I0. All Of CK% OR irlAS3 MUST W POSnnY ATTACH0 TO TW JOW SIIVPORI III[ TOP AND BOTTW 04MDs ST LAI[RAL' t1WtUM T B ( CHOW)S AT A MAXIMUM SPACIKO OF 30 INCHES TO PROVIDE LATEIVI DIIRINQ Tw Cowrttxmm PrRK)0 ANO HAIL "CAI) INE SWIL ` SIAIIIIITY TO 111E JOISTS TACH ATTAEXWENT SHALL RESIST A J01L'IS w THE APPROXIMATE POS.'WN AS IiIOWN ON THE PUNS, LATERAL FORCE AS SPECIES D Eff iKE 5TEEL JOIST NSTiME 1 GPECIFICATiONS. 2. EACH 9PEdfIG HALF OF FIELD SPLFCED JOISTS WUST BE WTC[D I IEA AS FOLLOWS, 11. All ►a0R20MAL BRI[X:IIO 4W1LL NA1F A BTANTYJS) J INCH LAP A OED MMK JZ �/�4� SIDE Of SPI lf'( WUST MATCK WIi61N \\ 1 AN') BE WELDED WfTH 2 - 1/,T INCH FILLET WELDS 1 INC14 LONQ B. METAL TAG ON FWf OF JOIST MU {MAXIE. 0 _ �W14N1 DA EQunrAlurr. O - - ]• WI FULIT ILO T '6 A BE FUZAT p FOR ADDITIONAL tKll(K DONE 1L wctiBRIDGINO SHALL BE CONNECTED O THE EQ EJOISTSQUIVALENT WITH A NIMMIAI 1/9 Wm/txfT KO Sl[ELS AUT)aw1AilOH INCH fILLET WRD 1 INCH I1)1fG OR IWNAIENT EXCEPT 1M1E11E BRIDOWO IS BOLTED. 4. KD STT[L. WILL NOT BE RESPONSIBLE FOR ANY [BECTON CIRROUS. • 1 THIS I& OL40ONAL CROSS BROMO M[MWAS MUTT D[ CONNECiED AT TM D, CO►rtACT KD STM NMEDIAiIIY IF iHERZ ME ANY OLIS OMS POIR OF INTERSECTION BY rnH[R WXTIHO OR WITH A WWRAJU 1/S OR IPOBL[MIS ) / /` �j� `�J�• INCH VALET WtID 1 INCH LONG OR EQUIVALENT. x ��•� AU,V l.y�/�N✓� /!C.Y J�.� 10. rvu WEILDN0 SMALL NOT DAMAGE JD m dl JOIST OMOERI. Malts IL ALL RRIDONQ TO f)[ FDIIALLY SPACED UNLESS MOTTO OTH[ MD[. A. ONLY OEMS SNOrRH ON TW SUE OF MATETSAL Alt FURNISHED 0710 �il '�4e7M A71r�►.I Cs - BY KD Sim I ' AAE E C�T)1[ELL M Gb11dV4CE WITH SJ.L STAWANDS UN S DEIOt3I*�11t111 B. Ail SNO"AN JOIS17 LOIIOSPAN JOISTS MID Jrt1S7 cIR0E1rs tv cr _ _ MLI�I*A ... IB N BfP.C9 JOrST1 - W11Ellf FTSE RCMrf Of SfID0IN0 AR[ REOURFD r� rW SP,w5 rNpl 1 n►ttT, EACH JUTPIT Sr f AFCtAU.[e[ ADCpbUFASttppI�Y �B►PIAyC[D C. �Tf POI Q40RTIPAN JOSTS AND tOMPAN JOTS TO - � r l OAUS AREA PLI CDC 1401 STI NNOOOCABLCI[S PIAL OoT EIC RENLA&SED LIWI L ;� ��� �� C7/1Zt� ��•u�t eaIDONO AND TNENBflIt Ifs UNE THE E 8[tiTtil W* OF IO�PREY4Nf JOIST oUl0fTt5 A!L[ FU11lMS►1ID BY KD St[[L. EN 11 SULTS FDR DIOWMPAN JO NBSPAN JOISTS.AND JOST �� �'A'rl :C 410 J'[S LATERAL. M0V[MENT AND WHERE .FOIST! M[ DDT fIfMINO 1[ GIRDERS 10 BLAM 00 CAILMK CONNECTIONS ARE NOT r LLD iTM- LAOS MUST BE RESTRAINED LATOWLY ( SEE ERECTOR f NOIR�4.I AL1( p To A, -&ArVbY GA y'�x� 17. K SERIES JOISTS - WKR[ 4 OR a ROWS OF MOOING ARE KOLNR[D E. I;qi wot r0 TOP►GIN rylveS. ►T O M►iniCCISAANY. EACH JOIST li � SE ADFoq1.tATFLY BRACED LATERALLY BEFORE THE :•�:, 1AJflIC WC.-r pp11�1�C��S• HOISTING JOISI BLFS rrrcD NO T1r/ACI ANY LiMOR AMR APPLIES, F. "PAMON nTl roll ATTAWA W0010 AW1K M TO 11111! r Has11N0 C►BLf9 S►4AlL NOT BE REIIASED UNIX. SUPPORT NAt tlC[N NI'-0 aK 09(TVIi n ITE To UNTEA A(rN OE (lIA0(W IAIX)M�0 NEAAfST 1111 ME WIT SUPfiCD BY NO STEEL. . r.• Mil - RAIU-BPAN 0/ 7FIE JOIST AND 114E trPo001N0 UNE BEEN FID T;', ►:y�' - _ J! TO PRELSHT IATEANL, M FM[ , ANp W)/fAE Jq AAT B61rDM ABBRQMTCNS •' 111^ " A. ML BEARING THEIR EN UST R[JTIWNfG LATL'RAILY. ZS[[ • . tmp.&AA me A/c4a�l�w cr 'p&/e EREC10lI'S NOTED '�1.'� 9CX - BOTTOM CHDRO EI(TEN PON ll -LANOArm ��,'A'L/F ./ �^J.�/[ A� B. FNO8 Of J01519 RESTING ON STEEL OR r! EFWL Rf CONNFCTLD S. -MS[ UNM Nim -NOT BY KD VM TlI[ W14 11/ f`[/4 � ��1 SONG WITH NFNT 011 OF TWO IN 1N MDL1SrIT'C 11f1)CTUiRALLN BM - BEAM 11 -SHORTVAN ANY y 11// f wmkmuDMWING9 (iFI 111E PAOJECf BNOt,Tl) BE REVIEWED TO DETFAMINF. PR1� •V �C,7?W / fCAVW Qr OONEGIO ANY ADDITIONAL M[LU REQUIRED DUE f0 SPECIAL BOD - BOTTOM OF Jormw tTO(oo -iOP OFIORD [XT[)ff101 �•• CONTNIION. ` BOJ - BOTTTIM OF JDiST 700 -TOP OF OEf]f �r�- BOM-BI 1S OF LMTtW TOJ -TOP (I" JOIST OF It. pH MNO CARLE7 C%4ALL NOT BE RELEASED UNTIL ONE IM OF BOLT[►` `J — (-� Q `[ET�RATYIOBl1NE5N0If+BOLTED UNDO AL roll sr M() NEAREST THIRD 10 IO G /SAS t0S -70P QI STFil POPM OF THE SPAN FnD SPANS Of (A"EP IO FEET TO 100 FEET AND HC -MIC c(INCITION US -NOTTOM CHH SMACK NL BOLTED DIACO►UL FIRMING LINE] FOR SPANS OVER TOO FFE1•AR[ + INSTALLED WHERE JOISTS AAE BIPIOM BEARING. T14t HOrMND CABLES I JOE -MV SIFARBIO ENATION ONO-LIN M NOTED DTOWN SHALL NOY BE RULMSED UMX- Tiff ENDS ARE LATERALLY RESTRAINED AND BRISOWO iS INSTALLED AS ABOVE. JO -JOIST OMM DEN NOTES GENERAL NOTES o -- ----� o N0. REVISION DATE NO. REVISION GATE .w OtPLECTON uuo an INDICATES TAG ENO OF JOIST — REV DESIGN ALL JOIST'S FOR A OAK LOAD AT ANY P004T ON TME TOP cA40RD. AW _.•. INDICATES CONTINUOUS NGRIZONTAL IIMIDGING AT SECOND FLOOR FRAMING PLAN TIP AND EI,1 , a G1�ORD � ^,N^ (ONE OW COAT) KD LSI'�,�:'I. INC. oL'slerN ALL .alsrs raR A o.aK LOAD SUR. ►xrrAs 41, li • n PRFOR To RRECTN7l) lEn r30Eoa coEs • EIS L1a. Ble.>I I'�7I� �tI'PI�OVAL • AT ANY r"ANEL POINT !ION THE DOTTOr1 CFIORD. T INDICATES JOIST CIOMIEGTION DETAIL - WIND lApm 7004 N. ALTAMONT SUITE A r'r ZIMY /Il.l. AIRf1�RA f�i J�IO'``KY InJ1D ® MCT LF►LM NONE ,�„ ;• �ry s,F,DRT sl►aE � �X 1U�10�' ( V, �� �rli Am�l ^ illr►'►'mIf" 014 GRAr 9�nKANF WAM NOTON 00? •�+ �n71, llt�i��u{ 11711�� Moak h U�kis, bNUNL 600) 48l-•��Uu �Af( b00 �tld—d�0� I. UNLMHOIMEYER, 111E FEEL.JOIST DECK FABRICATOR AND ,T. car ma CONSIO NOi[0 UCIB U M(1017 lIt1ADS ME STEEL J01lf DETAIL AS9UME NO REBPONSIBRM ' I II CUI�BIDEIIED 11EDUCHBLE LNIDEII 1Bt1 UBO SECTION TIFF Z.3.JK DS I t I C r[ED D .' ATE. I1 W, j B 01 AI I 11 I 11 U II 1C1UiW ION INNAI. ._...-.... .-.(-- S. iiB1 IS THE KESPONSBLLRY OF THE BUYM mm Court CUSTOMER: t TiM� FMAlINO PEAK IB�P[i[itxn iOR ERFCnON UiR1FR THC OURRENT IRI" "' `0 TD TiK CONTRARY ON THis D>tAr1tM0 MRHbI n PROJECT: CAMERON PLAZA 11 W111IM T# Of CNII► 40 CM PAIR 1020. IT to RETI1IRIF(I i O 00" tr 4 H IK Aa#"P r L FII`, �aoU �1�'• .,.I ^r �[ • r1, �� W1,� y� .t�,�,y r TNA1 AM M�� �+ ' •1 ' i"1F► , �'' Il pr �) • RA►i, el. IR�LRII r I, n r^r, � APPROVAL AIRFiDR[TY. EIFI FMI its AfFI11LESTky1 � J�� JR - .-.. . . Lr TIME E: TIGARD, OREGON bll hFT1111pF11 '�► D'►' "' 1fll� allro �� li on d01l11 fell tIMIQ 1rn1 �Q J� MAY K 01 ► Mtn �w*w lr�im TKIiI ON AIA1E1111L E NOT CONFORiII TO CEJRTNN PART/ OF PRIMED OINA 51�ILOlKNT 011MIa!! TO MDIOIAIIDN n1owN ON TN[lt d0 '� SCALE: �����(( p 11110 REi100 C(INTANED IN 20 CER MRi 1026 •- WM MOM MI►TE11 SSM IYIL K NOT TO SCALE RKOUIR/D CN ALL 'fL01JhRD� ARS. KD S Ntl1 RE!►ONlSLE AN&401WTEMAL NOT fI1PM1ED /!'KO lTEl1. 111[/MIT fUlfMl "`•••"" TM �....�.� STANDARDIS FOR STEEL FREC7T10Nr PW OSED MU (03 FR 43481 CONfIDr'AHDD AS CONTRACF CMANCM FILE NO. DWO NO. J 1 OF 2 PfaHla Str 8080 I MEI=1001 00343 4 of 11 ,.�,.•'.{1 ���TEM�x r1,/A+l�`..1f., /.1�.\1. ..1N:-. .. "' INWfMMbY�bA;IMA1hgYNe,•rn _rr , _ � ' IT ( .,r111I1 IoNrra.l EFA ►0 11 12 13 14 ( 18 17 18 Il0 20 21 22 23 24 25 28 S ft0 3 0 Aid 4 t "A. ii ,• •TIF••-':'..�,'c'-,u,lr ods a t .ri (i AlArA FFOIF! (2) 714'A �._ wir- �1L \ (?) i�a! V4• DIA. WXTa A (3)A/4' OIL (`. o{A bu: ��Jcst/h �►. Ev Te ►10f By KD eT1LLaT� 4111,01116br KO4111,01116• _ �����\\ 1 I ALNIV • _ r - /11' a 1 ry�Ty NON 1µl fO SPAN n1tTI1 OA JOIp QYKL'� T� �� `• !• �a of 7 1/t• = i%4• :7:nu�1ft'F� aCo.: 1 ( N Ilo 0 wlxr ) CmIOmmI J )�f1omON e H K - aw op� ` " IAE�GN 1 GOL LPfN PLR LOWNmDM fA �.IB%� ►LAN •.nllf(iir�"" � WWv0MD OIRD[n STANDARD 11MM MAN �Np�Ip11� app Tip � Z mmw JOIST OM10f71 TF>�C/if7R0 W VEttIEJF X ORIENT TIOhJ OF SQUARE END 80TTOM CHORD BEARING JOISTS �� , IJPLIPr MIMW4. I Raw a Y W 3% OOLT9 111 1411f am• r,ILOT twrT �IL �j�,, L/ ^ www � � r PgIHT 011 NAG/ RIM OP Aa e./orw TYIICALL "` rAGOu�w�"^`' Y 1. me TOP E /` m Au vleTe ALL MY ADENTIgN To 17 L cnp) OTAINOAIr3 LR,f�, aN PLAN. -- O>14AF'1 1� Ut DO Nor HELD t'WI -- l� REP 113/02.1 ( "T tIiDTTgy �. �+ PA NOL ►d►ET • (Z)��11,4• DIA (` e . u M%M. UP:IPT GROG. DETAIL M r- - yMOITG•ICT NY KV 0TnL LTJ' 4st i'f IED 6TWL T rock ICT mm ( _-I-- COS.I.►'/N PLR O O ! VI' I--. �-0• O RNLI MACE •••• Toall PIAN llk:4 r Inn$ ..... . .. O 3 � N1LD 4 " ..•'.. A Rrr 14/023 . . .. N�P1 14 PSP REP V%29 • i•.� •� • LCL = �0 -_ •• •• 6 . . • T6alro Id6 2e1.i1$f'I • • • • 1/T , (7) Ste OIA tNIC1lT1 Ql KD LTCII �1�� •' GAG! •..• (�(�� • I T1l9Np q BELT I N�f AY KD 0T(Ef too ••...• + i 1• r '° ' :6:4#6 • • •i•••.•o �6L►�P) r-L r- r T--G• P CL4AR71 PLR •• III• • • LNMfT p.1.J oT0 L�1<00 t1.Nq ELIC _. PUw -' A II ILLK IAA /LiK It.NC I L ' VJr`'7� • •...• * ll.fK t1,61� tl.iK � '� ■ 1r3y 1_� LIK I � I � TL 040 ' LL . IND u �' Igo .N J - y y Oo Nor WILD NEP. 1V421 � 1YJ INor 4Qa I I ( Rt►. 7/023 I I `2) 2141 OIA SULTS • - r (2) 1/4' DIA iSMTS r---) tioL s Har sr IED fTEA eoL` S NWr BY Im iBTiELL I � _ xl-o� I W14r11J I •3,_oa --- 1 t,�.Nr 1q II 8 Ell •s i_ TL Seo I I LL • 110 Tt . 260 i�� __-• f 0�6 13 wblNal CO AR IN PM LL . lip I T66a6 I I Q w1I r PLAN o1 POI = mm $ 1• \ 2DLW PS co NOT ►QLD A _ \ _ I REP zs2 9 v Do Har r KD2 JSP tu�p�� Rt►. Is/ft e •4 b I JOISTS ARE UNSTABLE DURING ERECTION. UNDER NO C1 R U1 SiANCCS ARF CONSTRUCTION 1 N IN DIRECT VIOLATION OF O S.HA, RE GIILAT10NS CREATES SIGNIFICJIM HIS�i 1LOADSE ANY 5 •'OFf �� I I n DESCRIPION 10 HE PLACED ON UNBRIDGED JOISTS. My ERECTOR WHO A11.0W, THIS lO 8E DONE 15 E I X I PERSON AND PROPERTY, AND 6dAy g(_ HELD L"LE FOR ANY INJURIES SUSTAINED. SEE DELIVERYOTICKE-T. / ...ABlf - OF C�IlII•�, (.0 0 4.0� � � F. •w�Nldl TL J: 110 M��1}, 1!� • ---- 17.6 PSI 4 - I I Peami•�i4 �� RFCOMMENDATIONS FOR HANDLING AND ERECTING OPEN WE STEEL JOISTS AND JOIST GIRDERS. W141KI It?10 GENERAL OnrO •� 1. w►m+ uNEwDINo In cRN+r 'C E+� euNa� To 70 rN(n oP JDlin Rmxr ON mn uIPPaRrs iN 1 Nc rt'Y TO}}'' Oq 0vom CN(NFD NOr 10 1N[ Wffl 4ENdfN IYIf/r1WN.Y AT 21L~4 �- t1,eK 1/! POINT5 Do NO JEAN JOIST wHFN URIfI W11EN IrfAADRIC (aNlrcFn i►IlRflp M',IH A WHINNY OF TWO 1�/y4 IN N YY UNLOADS AND _ KOS TWO INDIES :ONO OR (OUNNIM, OR Wl IT IE B(TlT3 THE STRIICTUR4 O THENCA ON TN( PRty�[CT y 4 HAND. DRIOM DE RrvirURED I" 1: pEPECI+NE Mt07Kk AN(ADFArKyW, WEED f$ 1I � 140 2. CNCLN DUANTTr+( BA44tN�NI1MDfR7 AND CC4Nr)ITI(7NTa9[P��T[AND . N[Ol11R(L) P'.I( TO SPECIAL r.DNDT/10IN1. I Two I ACC"SOM Ik1 MNNN_ Noll ON THE OELKH', TrCNLT3 AM' Wt41d1 SHORTAGES OR n,_SCNEPANNCIE�. JOIST Gomm `w \ I ••� 3. WOW J(1,'S^• ON pM�D(y SKpS TO NEEP THEW OTT THE OPrl1p 21.NO I(11DR IF1W l �t PLA[EQ ON 1H[ IOITT DpfiC11 l • .� >f01C 20K -- -JAI L.141oft's 1 I laci l��a� S' O i1 tRECTFD�WmjrUyC MOTTY T THE MIYC COAT i nl[Y ARE NOT ICA"140 ON 11[ QtIDEII ARE N PLIL! AND WENDED I'011(EGK 22.TE iiTRMM PM 0► DE WMW 0"OG Cr JOIST W,rrNS Y. J(YSTS ME FABRGiTD Tb YCET THE IAEC11pN MUST BE RFSTIINNFD FROM IArtRAL YOvTmttT TO BRAfr D.: I REOUIRM(Nn C� 111E 000UPA ��nl � ( rl(Ra iCOS ANO CJiUER (ROU OVTRRMfUNC 01rNUNT F$jr[x H. 17.19 IS lSU411' ALCb MENTO ESTI A tr�Z rT•JN rLR ISAIr FrlD cD14Plw•Erc wrrH INS ACT Hs NEcasAnY. /�1� t1. fM NNit r ilz 3 4 ■ 1 . a N P ATfi (IIETTMftN T.r CII(1Nn N+a M n • 4w I 6 DUCT I N/'llTrlr WOfI 10614 m BfAI1N0 IIA1PMItTB 00 ►+oO7FKL11 $NETSS iPf(vk.vlY NOTID ON iNECT04 Or PfK1Pt H1.Y NIGNfD. TACK WrIA CACI CND 0/ JOTS► ON T1[ �yC STRUCTURAL DRAWWQ& ISIM ANO DO ANY AIJONMENT DIlRINO ME INSTAU1nDN OF ARIDOWO. ArT[N NN91AUrION OF 1RIDOWO COMP r THC 27.AFTER COIIINNS Mf Pum HNTN r/1 crm ROIT! r no D AfTA:NYfM 10 Tiff JOIST BEARING SIIPPOi�T. DO NOr A' P7 TO N>tS7 pN0(R3 TO CM PUN[ MITA YwIYUl1 IN(]I I"W NIQ PERIIANLNI ATTAC111ENT 10 BfMIFMJ E.UPPORT7< FW DAAYNNCS ON MGIECT S11DUUl M REfVIf1K0 TOIE �p[t[RYgE lulk•�MPA .� K ALITIN OR STM10111rN JOISTS IN ORM/PS ArV" OWAUATION OF "LET t1EiNLR ANy ADDITIONAL Ir[(D O RfCN1WED OLE To fPCfA+11 1 A. .� !. OR NOT tAT1D 11(IUMM Cl/ORp FNTFNSIDN! TO 1TAiRUTE11 PUTT! 7, UO /rTi WEtD �� L?>pRD 11ft4fa Tq r: ,T OIR�fN llvl Nl OR CHIP AN,LES UNI ESS , fhaulY N(MI) ON [AECf�Ol1 GF / 110A STVNi.ESRAL i ►im S ANIp�gYNTFR �UCAi1pN Of N,1 Qfi1p DEADO AS ARE APPIJ[D. wElb 1vrO1 7 a III'11 ►k11T wEju I ` ' G FULL LEO Or III[ BHACNO ANG•L. IVo r C. . O 7, 1.ONCFNMTTD LOADS (SEF ERECTOR'$ NOT[S AND DETAIL Y'.)JIB - -- !. ND OTEL MUST Bl' NOTIFIED AT ONCE IF ,��pp�1STS AND A=SSMIM r(I) Of ERECfFO ACCORDING TO THE hH11 [RECDON PIAJNS, ERfCTOR'E NOTES ND SIES WILL NOT K, h(SOR CO 9 FOR ANY fYID R[1A1R1 CA I, CONTRACTOR lUIL PROVIDE MEAM FOR 4DFry11Af[ DerVi 11TION OI b I I �• :t. r,►UNGES MADE wn/OUT PRIOR CONSfrNT. CONSTRUCTION ION)$ SO WT Tilt CAMTINO CAPAr7TY Or ANY JOIST ��/'�,�� Y. DO N(lf CU' TAY ANY CHOROti OR yyC� 6 NOT fXCf(DM, NL AAjrjG1NO llWl /E fAYYIrTTIY INSTAIiip (i�D. P1V� /�`Fj�. • b- AND THEM ENDS PEAL44NEWLY rASTDKO IFOO PLAG( $Er(IO7 Y�1.� 10. Al. Orp(S OR 4l MS Yi TT W F�lriVWIY ATTACHED 1D THE JO11i SUNnRT T10N I0A0! ARE PIACEO ON TIE JO'Slt BRIDG-16 %WE 3( CHORDS AT A YAK1I;UM sPALNNO Of 36 WC/195 10 PROMDr UTEML, SUPPORT TIk TOP AND BOTTOM p10ROS M.NNSr LAI(NAl INOVINLHR r S(AbII1rY TO THE JOISTS. EAC,N ArTAc"mrmT S14NL RESIST A m� ppN O ' YV143rG1 I + �• I `+K/O' 1 'D S W//`/��•H ("', �. JO(UASTi N NTE ZPM X"�POgSpf1'XA6SS' L ItO,N 11 51" "I l' LIT(7W E(NiCE AS 5F4CKED Bt' TNF 61Ff1 J019T INS11AN T11T[ A t • 11. AIIspfONOM7NI/S. 2. ACN S FTC FMLX. nnD $PLM JOISTS MUST ONTAL GAMM 10HANE A STA 40M 3 K!" LAP �Ot1ETHEA AS FOLIOW4; YAC WIMP) ANr NE wr..lDEO wim 7 - FINCH FKLET Wr..OS i INCH LON9 A. wC1or04 Y11�K Or f1'I,1� \ ST wnx S. Yf1Al TAO ON E/1E?I W1Ll OF JOpT WO T W UI. • , 12. S IDMNO A611111 6E Cr*#ffrnD TO THE JOIST4 WITH A 1•INIUtW 1/0 3. NO D•CKCINRM Ila( BE ACCFMM FDR AOIn I4 �1 I T'" I MIDvicif NGri(J13 WELP M7 I INCH' L()NO OR 1.OIINALTNr EKCfF•r YVIIFFIE / MDIOUT ND STEELS AUTHORIZATION, wOIHX ti I I MIDOING C BOITFD. •. KD 11 WCL iIOT 09 M>pG►HIVIE rDll ANY ERtMM ERR011, tw.00N111 CNf141 BRIOONO IIWBErF! MUST IK CONNr('TFD AT TTI[iR �b111 POINT ()r (MUMECTION BY &ETHER BOLTING OR wrrH A MINIMW4 1/0 D• Ur: PROa�K 1N[]]1ATELY I M 1 ARE ANY OU[l110►M IIICH FltIrT WEIR 1 INCH LONG OR EOLWAEENT, I 1 11. Fl D W"NO SKkL •NOT OAAMM JOISTS OR JOIST o RDCRi �n N P'dP � 1SI�i j� p 1•./ c` 3J �1a� � l � 10. ALL WID" TO BC [OUM LY SPACCD uwng NDTFD (Mww*M. A!J (f}(, A OFIr RFY/ M10M1 ON TW tr111 nF M DNAL AMC nx"I"fu • I B/ Im STFLl. PI>,P .f Or'L'f�� U►fIV' -s �Nrfc,AL1acs 1> i/. N SER" JOlST9 - NM1EN/_ -SHIlw���,Q(y ARE REOUI1fD All 1NORT2►A!JOINTS IDNOIPAN Jf11 M IIRI IMST I17ROrly 41-e• • IN SSPANS5 AVER 40 ►F[F r? JMDIST SI C KY RE Rr BTirD ARC CSU DMI) IN ALY:�'R(NNCE WM SJJ. StNN(LAMIS Ll/lt)b IATEFWIY BF. SNC NU(i " IS ER O AND 8Crt1AE ANY N0TE0 O11iA4KE. 61-6• I Rpv .JGrlss��4r(�L.�:F L PDs ARE [Q. )ql sTl NG CABLES SFML MaT BE NFLCAIEO lMfl l J011 FURS ML I I P� � S y PL NG TI[ p L� {�/ p1yAfL C. WET! TOR IS AFW1FURN•�011T3 Aft LO STEEL JOIST /0 BugID01N0yApyM�T[►t� AIB Np��►,{[t1[ME,W5�99 BCEN AAHJORFBI)) F PREVF7rT SMD BtONKD STEEL 1 I �'� ���• f N(iS�i'tU51 6y gElT7W►,FO IA"iF 0g (%BFNECTf1j IND f1011) D �FR�fo LEA(I oc NU N'C 10N AWN AAE'FAN�� I ~ 17. K UR" .I a3 _ ARrONTO NES A� S(� {A.II JNWI SHNj II A[�EplilTilYB1M[TO T Llf0eflCR(�lq C ^+I^ul AAMC[ TTl TOP" IOISi IEgOE�tIFC�li�yry I I'll JOISi 6 ER[CTLO ANO 11CrORE ANY LCAOS ME MPUfD. II.N( I,blE I UC I DD(( I Dt"NO CABLES $)LOLL MW K RELEASED UNTiL SUPPORT lMb BEEN E ��� m.TS FOR ATIXHNO S 4=0 ANCHOR! TO uALES 1'F(WWO Br THE CENTT!R ROW OF DIN70NAL DRIDOW NENIEST THE AIK IIOT INAPPII[D h ND lr[fl. I.t1K MIO-SPAN Of THE J(NRT AND TIE BFNOGINO LINE HAS BU1N A.NCHIORM r"6• • -`• I �� 2e 1.� 16 ,� ✓ TO P%WNI IAIERAL MOYNEINT, AV IMERE JOISTS M[ Ba"com ecARNO$ TNr7R r EST It RESTRAINED LATr1ULLY. (Stf AR$R.EVIATFDIN! - -- T'�• -t• r SU Sf ALL W,WAT f DCT WCATIMO 1RECTUII'9 NOTES�1. Bf:>t - BOTTOM CNLMiD EtrTETIlION is -LONOSPAN T1IR[JUr.W �6T,6 1L. ITS Or JOl4T! RMNO ON �R IpPOR'TI SIV11 Pr TANTE RL _ $NSE 11140TH AND .31RDQR6, VERA WTfN A MINIMUM OF TWO 1/0 INCH Mir WIMS 1 INCA{ Notts -WrT I/Y ND (rrm �MWONU OR 'Ap1H"E 011 1 V] Mb/ h"1 THE IFDIUCTJML BN •- $TAU I 1ND! ON SHE M1(UEC�91tO1>III BE�R(y1Eyr(D TO DF T[RMINE � - SHO�'X� lIJOK I �ryNETHER ANY ADDITIONAL MEND IS RfgI [D DILE TO SFECIA. B E l7 ,1 9NE; )N. ROD - BMTOII of !DINT ta( -TOP afNlD URFTISEfFI P p Too -TDP of DE(N .EII� AI(IAL - ❑ 19. MISTiNG (ARM !HULL NOT BE RTIEASED VAIN. ONE LINE OF BOLTED ROu- w" Or' 1MTmIAE TQ• -TOP Of DOST ■�• DIAOONN. BRIOGINO NEAAtsr MIO-SPAN FOR SPFEET, ANS OF IO TER TO 10 OA - CAO[ POIRM OF THE SPAN FOR SPINS Or OVER So RET TO 100 FEET Mo ►N IIOIl O�(2 TOO -TOP OF LiF[l •' MLN � �� NOTES T� 14 PtaP ALL 00l.TEDUbUO(Nlfl BIIIOOIgO LINES OR SPINS (TVFH 100 RD(1' w -0CTr10M Q10R0 _ _ INSTALLED WHVZ JOISTS ARE BDT10N BEARING. THE "OtV,NO !� f lfr�.w.... 6 SHAM. NOT Br REIT ASEV UNT1. THE RIDS ARE UTTRAU.Y REMPANED JIF - JOIST IM014D CIEVATM U!D-I"E!$ mm OT►llllm �T�,� - L�� O ���_- Q ANO RAGGING Is Ma1TNllD A! ABOVG ••� INDKAT>tb TAG END OP .iolsT +� -Jasr alror)r ATSIGN AL1. J01ST>t POR A OAK LOAD r NEN• RFYISfON Y AT ANY POINT (� TME Tptr C1�ORD, � _ INDICATES COPIES �E� _ DATE N0, REVISION Dr1TE TOP AND BOTTOM�DWt2llIZONTAL OIe1DGIP11: AT AT�AW PANV_ PaWr ON Tt S �'T'TTOOM C440M ® �. NUM 14, 0 � n mom To ERwrwh ROOF FRAMING PLAN AT Th100N ALLOT I DgW .rJ "D"T" JMBT COMCCTION DETAIL. IR/ 0=1111 CODs • s+[/ll no. m Pae A o.blc L.IDMLD FOR APPROVAI, (ISE sHI� �� .KJQ ►-SHf•�-,�,L JIGS ON TWE Tor CWMD. WND UPM OftM Tel --------__,___ ITPAN • ' A P~I�•� ON 1'11L� rTam O.iK I.N�ApS � N[T U►lBT Ems( _�_ -�.� A(ITNORrrr: 7004 N. ALTAMONT, SUiTE A G1101l� ;=r-=[Vlts ORAWINO CAPMkLY, IT REPNES[N►S LDNo SPAN -+T,i�� SPOKANE, WASHINGTON 99217 UM ESUS NOT@ OTH"WX ALL UPUFT LWM ARE OUR MNTOMETATM OF THJOISTEE CONTRACT DOCUMENT/ REJJthIB►E UNDEA 1/07 UBC sECTHON 1t11.33 //OE(:K�CETA0.fR EDECX �Np RESPONSHBl1fY •hT• G;"kq- ._gl��(OR AND PHONE 509 467-5309 FAX 509) 466-040_3 E c1r OF rW INFORMATION sltowN ON 71K DRAWN SY: KDS CHFCKED BY: KDS DATE: 08/18/01 NOPE RVAL AND OR STRl1L'Rxm DESKIN riRAwo ATTEId^ONERMTORS: THE! F! TW MV101MMJTY OF THE BAYER. 1•IFIx coulFr CUSTOMER: ' C1�10AM WL ILL FRY. VA%W AND TTS FRAMING PLAN iS IM1E11DED FOR tRrCM,! UNDER THE WWW NOTED TO SHE CONTRARY ON THIS MWANO tUNEN -- REOIAREMENTS OF OSHA 29 CFR PART 1926. i► IS TIEnI1NLTT EtroM APPR(>AUt, IT wkL SIE ASSUMb fK PROJECT: CAMERON PLAZA �jrpl •9GlI� CUi'R1Y[ER�yN�OSES Od9>Sp110M1 is ALL im t11!!Ly ��A�vA�L�»pp HEREIN SKS itNE Af71RMATlON � � + ALL 'CLtSIIORRO' I�►D . BJ ND�� wn1 f�tCpN� M*R 0"Qi A: ION ON D EiS'=d.l E11EQiDR THIS FRAAwNR PLAIN [3 FOR JOISTS AND ,!01ST p110E11a TwtT oo JOB SITE: TiGARD, OREGON Fd1 111[ FDR 1(Y FTJ11T1NEOF R INfDipN110N DR WITERML NOT ICLkNFORAI TO CERTAJN PARTS OF PROPOSm OSHA AJTER �THE TO 9ti►OIrIVTiCN SHOWN DN 1125E JD , _„_ 5 �� NOT ll1PPl1ED s em- REQUIREMENTS CONTAINED IN 29 CFR PART 1926 - SAV1?.Ty GALE: STANDARDS FOR VELL ERCCT10NI PROPOSED RULE (63 FR 4301 Mgffim p Al q ION wu � NOT TO SCALE . s - HLE NO. DWG N0. J2 OF 2 PfaHle Stf..6060 c MEC 2001-00343 "I 90f 11 PON is all 4A+r(le,:r•eti�Ilgq +Clgp*Yit{dWtlppw I i I I I I I 1 1 I I �. I I IIIII�Ijj; jlljjll _... �olsK.mr s� cm I ,� n II I I , o . 10mowlem 10 11 12 13 14 Is 17 IA (• 1 N1t11! S4 16 >)�lS 27 28 29 30 - �t k �P'r•t,d yL+) lr �' t t r'. , u '�• "�V�`ui: i 3 L+h Sri S N.'(x � 7Q S I ��{.,� ��'' , V it J PACKAGED GAS AN OONDffM NG LIW SCHEDULE _ - UNIT INFO -- - DES" NFO Fes____ __ MacDonald Miller _ _ _ of Oregon UNIT - NOW C_ 0.G LMB►, EAT UT GALS HEAT MBH - SUPPLY FAN CONNDf►15FR POWER EXHAUST COMPRESSOR OSA CFM E_c_'R{AL WIT Nw AREA SERVED MFG • MODE NO TCN+S 742 r TO__TA_ SEMS EWB _ ED6 lM8 lDB wP�JT puTPll COMA S+IE FANS Hp RPM SHIP SP_ Fes► FWS tiP Ey,'- Fu EA, FANS CFM HP (U} FLA EA NO TONS EA` RLA EA LOA E' M/r�Wx _• F►. �gS NC,TEs K-1 C�YIERON BLDG 1 TRA11E MCO-600-AElA2A4NE5 - SC 7s:f, 522 S ♦91.5 61 7 7039 52 55 400 324 -�� 1 20 725 16.31 2 S Se.7 56 1 ay0 1 1 7 0 2 t?Opp 1 0 6 7 30 15 O 62 8 4D3 0 3000 1 74?S ::8 ' 671) S W f{Oa� $l ACL ALT MFG MC CIW1. AAO/. - - _- /. 50C 12345 Portland, OR 97201 NOTES- t COOLING CAPACM PER ARI STD CONDITIONS 95 AIMNI_ 90/67 EAT ( NOM 50 Tow- CL-.) 2 INTECRAL FACTORY STARTER, DISCONNECT By EC. F1 (503) 230-M1 J SUPPLY BATr(Yu6 TYPE CONCRETE ROOF CURB AT WIN 3M /4(;., OIG Ih};}. BY G C. 5-: ROJF :.RB ON TOP OF SUB CURB BY M C Fs (503) 230-#M 4 BAROWETRIC REL.EF S POWER EXPMUST / RELIEF 6 FACTORY MTD DUCT SMOKE DETECTOR INTERI CtK W/BIDG FIRE ALARM SYS'EM B^I FA: HVAC - - - ERA_ NOTO _ 0�1YPER L�M VAV BOX SCHEDLU --------- SYMBOL DESCRvnON----- - SYMBOL OESCRPTON uNrt uwT / �.ET v vEA�C.FM I THE HVAC SYSTEM FOR T►,IS PFROIECT IS BASED OA TACE F,�.OII N, ,K 'E: a - IMO AREA SERVED MFG k MODE- k:% SIZE MAx MIDI •• .' Crto :ALT .�►,. STS %:'ES FW 1N HOUR ARICA, CC*ABIATION FIRE/SW3,,f DAMPER 1111% OV ! HR CURTAMN ST'Y.P ARICA, FIRE DAMPER VAof-1.1 LOMB• .'CSTIB.kE EWio`*O-TE: SDR-E« 06 E 460 230 :_°._ -� 23 .!/3 1 '.2.3 DECK 'u' VALUE (BTJH/S F F) - 0 OS (R-19) GREEN CHECK FSD-22 - FSD-33 FOR WEO VE, � � MEEN HECK DFD 150 A vAv-12 T.I AREA Eti.1Ir3-'-- S:tI-E« 1200 550 f t < WALL 'u' VALUE (OTUH/S F F) . 0 103 (A-19) c, c , wv-1.} TI AREA fMMO SOA-E- +: aDO 850 �!ES �3 2 1-2.3 F100A 'u' VALUE (BTJ11,i5 F F) - N/A TSD 3 3 GREEN vfR'I;J. C01rE3+NAT10ly R-/SMOKE DAMFfR � - HO,;R CUR'AM4 STYLE VERTICAII. FIRE GAIAPEA GRfFN hEC•c FSC.-2e FC 3 G,4EEN HECM OFD 350 A VAV-1 4 T I AREA EL.1R�-':: St�-E�-4 =200 820 :• E:: 2'+b; I 1 +.2.3 GLASS 'u' VALUE (BTW/S i F) .. D S6 `' vAv-1 S C+'A OI CENTER I EN`.'*:­1E: S:� E E 'SO SO a! ': '_: 2:E J t '.2.3 GLASS SHADE CAEFF • 0 57 - . W I vG:uME DA1iER BOO wKDAAr DAMPER VAv-1 6 Mx,b;, RLCGRDHHNG EaI.Y.:-'E S:i E 6 +S0 75 " E 3-- :+- 3 - LIGM ING (WATTS/S F ) 1 2 S►K')P FABRKJ►TED. W/ LOCKNG QL+ADRW' GREEN HECH ES-IC HORZ ICC vER- AK,� 1:4 3 1 . MISC EOuIP (WATTS/S F ) 1 8 GREEN HECM ES-3C VERT ie:, ►p;Z A.RF.Q• MOTOWZED CONTROL DAMPER WA.-2 T VP OFFICES E%.'Jt:-'f: S>F-E� :E a 660 3a0 • " „ _� _A: t PEC>P.0 DENSITY (PEOPLE/S F ) - 75.1 GREE>t1 wECK VCO-23 BAi BAROMf'RyC REEF DAMPER (p5 OPHv; PRESSIRf S►.*•AI) vA.-22 CO+FEREW-E RpOY EA%4*-'F. SOF+-f• a 8 650 300 ' ' '=r';.j t CORING II�QpR DESIGN TEMP ( F) W,J$atk CW2 OR EGO& FOR RE-11' - _' ' COOLING OUTDOOR DESIGN TEMP ( F) . 9C VAv-23 OFFCt:t _ I EN.tR^-'E: SOF+-f» '1 12 1, 16701 750 HEATING INDOOR D(SIGA TEMP ( F) . 68 VAv-25 WWTHERN ARE! I EMtARr-T •e _• ,I ' E: SOP-E-E•• 1 L ' 1060 a 30 • . • . , t HEAT I MG OU1000F pE S I GI. TEMP ( F) . 117 --'-- '- vAW-2.6 WIES'ERN AREA • ENVIR�O- _TETE SDE+-E- +414 25001 950 '`,�` ��' t ' 1 3 MUM VAv-?7 CONFEREkCE ROOM EKVIRO-'EC SDR-E., 08 8 SOO 300 3 ' ': t'_ IvW3-11 1 2 THESE PLANS ARE SCHEMATIC ANO DO NOT :HOW fxACI Ary.,'ING OF EvTRv C{rSE' AI'• CDH MAS B: AE�L ,kED •.+F rr.A: CO•.'RJ.CTOi IS -- -COMBNATION FIRE/SMOKE DAMPER -'- - _ FIRE DAMPER REOuiREYENTS VAv-28 VP OFrICES ENV1*O_TTL SDR-E.. IG 1C 860 650 7 'c -E"� !.a 1 113 TO COORDINATE WOH ALL OTHER TRADES AND IS 10 VERIFY A.L CLEAAAIA:ES BFr.);E 'EN: N., WlIG� RfWREMENTS (UNLESS OT►ERVSE NOTED). VAv-29 INTERNA. OFFCE EVARO-TEC SDR-E•+ 08 8 560 170 is ' � '7: 2G8 3 1 1.23 CUSS I BLADES ?JT OF AIRSTREAM Cw MEDILw PRESSURE DUCTS WAV-210 INTERNAL OrFCE Ells.'M-TEC SON-EM 08 8 750 200 2:oe 3 t 1, 3 165E rLrSBLF LINK - 165E FUSIBLE Low � 2. 3 HYTERIALS. IETHdOS, AND INSTA,LLA11(Xr SHALL OOIPLY Wllr, THE PROMSIONS OF •-� 1996 .ML: •, 1999 AA�E1vO1,ENIS - FAIL-ROSE, 120V ACTUATOR (ML4105, ML4115 OR M4418 STD) - CLASS I WAV-2 11 INTER'A. OFFCE E'1.4v,-TEC SDR-E+- 06 8 600 150 a ,• 'S: ?:.8 3 1 1 1997 UBC W/ 1999 AMENDMENTS. UNIFORM FIRE CGDE AND IOCAI CODES AND ORD Ikk%C:S - ACTUATOR BT 1ECHIANKJIL CONTRACTOR, -"- .23 W1RNG BY ELFCTRK.A- CONTRACTOR NOTES: 4 DUCT CONST RUC T ION AND HANGING SHALL COAPL Y WITH C IHAP T E R 6 OF T'E 1990 INC 1111/ 1 9" AAE N N T S AND W I T H CURRf N' SMELECTRICAAL ACNA - NTER10 I TO f IRE CONTRA."TOR TOR SYSTEM BY StR;ICTL STA. 1. SINGLE DUCT TEASMIW. LAI' x1ii *Eo - PQESSu*E rAEPEVX%7. SIZE AS _: • 'jam: Ch'R NOAROS EAArHOI,AKE BRACE All DUCTS 28- DIA AND LARGER W►'�Cr1 ARE 5.5afk_r: MIfDRF T1,,�N •2' BE.ClM IRAI SvSTEM - 7L UJR':, ':LAYER KT.M'd4 5 PRJADED Br CONTROL CONTRACTOR CGATROL PONHER PROV►pED BY CONTRC :%.'•.I:' rKT AH+'• OP r_NNS %:,x E # 1G.NTS OF ME D I W Agip HIGH vE L OC I it DUCT SYSTEMS SHALL BE SEALED WITH GAS,E T S OR LISTED MASTIC TYPE DUCT SE A_AJN T -STD INT E RHA_ COATED 1' SOUND L0004 ? FACTORY PROADE 20 GA ZHNC COATED TEkHNAL BGI CASING. 16 GA DAMPER 6 - DUCT SHALL BE INSULATED AS INDIALL B UDI PLANS - - - - - 3 SMOKE DETECTOR PR'NUD AND INSTALLED Br CON'RCi,. COWAA:.TOR. (M R':. =E:, rI•.r : S_PP DUCT A'.: VN° C•, kE-pH, DUCT IRA➢. INE RE INDIU'EU. SHALL BE 7 0- 0 6 LB/CXR FT FIBERGLASS DA• Ap':LAT1ON WITH A FACTORY APPLIED REINFC)RCED DWI LEGA . AL W I NW FOIL VAPOR BARRIER - SOUND LINING, WHERE IND:UTED. SHALL BE t' t S LB/Cu FT FIBfRG.LASS :n1C• -1NING COATED TO PREAkT FIBER ERrS10N AT DESCRIPTION ,�--_- Ste_ . _ DESCRIPTION NOTE TC ELECTQ,:A E►+;,NEER _ SrtI�O: - 460./.3P« TERMS uh'-'S REDurtE A FOjQ w*f PJwER FEED N ORDER _ter / a- ar*ER •: '"E FAA YC'JR VELOCITIES UP TO 4000 FPMI BARE S>EETMETAL 44 12 -SAM- ROUND SHEETMETAL WRAPPED W INSULATION 1 1 • - SIN'',,..£ NXT TERvA>ti vN'S REOLARE '1;. PCwEa / ( ) CORN. 24V 1cFRf0 E- 7 FLEXIBLE DUCTS SHALL CONSIST OF A REINFORCED VAPOR BARRIER, 1 1!2. r E:=:_ASS INSULATION. AND NON-PERFORATED SCAJADLINE S•EETMETA� (1- LINING) 14 FLEX CONNECTOR NNV�INMI+NINIAAI INTERIOR LINER WITH WIRE HHE L I X DUCT SHALL BE A UL 181 LISTED CLASS • a = DUCT F L E x I BL E DUCTS SMALL ONLY BE USE D ----- �- _- WHERE S•HOW►I A1,N, SHALL NOT EXCEED 12• 104 LENGTH UNLESS NOTED OTHER• SE SrEETIETAL SPAPPED W/ INSULATION (1' ) 14112 SUN BARE ROLIO S►EETMETAL 120 � 8 PROVIDE E AR T'HOUAK E RESTRAINT FOR HVAC E OU I P►E N T IN ACCORDANCE MITI. SECTIO', t C 32 OF THE 199y UDC --- -- - 9 PRI. -7 FIRE SuCw E DAM I E RS WHERE INDICATED ON P t ANS AAC A-5 RE QU I RE C It, S;:'ION 713 ',1 OF THE UBC PROv I DE CEILING --- --- FIRE DAMPERS WERE INDICATED ON PLANS ANC AS REOuIREO BY SECTION 710 2 CF 'If UBC INSTALL FIRE SMOME DAAPERS AND CEILING FIRE DAPERS IN ACCORDANCE WITH THE WNUFACTLRERS INSTRCT10N$. TE" OF THEIR LISTING. AND Tot RE0'IENTS TMANffV7M-- /GLLE SCFEUE OF THE UBC & IMC SYMBOL MATAAFACTURER BORDER TYPE SIZE TYPE NOTES NUMBERIII wOQEL 10 PIPING PiNETRATIDNS OF FIRE RATED WALLS OR FLOORS SMALL BE SLEEVED ANC F of STOPPED WITH LISTED MATERIALS SO AS TO ® TTTUS MCD TYPE-3 (LAY-N) AS NOTED MODULAR CORE LAs -N DIFFUSER 24/24 W/ NECK DIA AS NDCATET. ORDER MAIN AIM THE INTEGRITY APORATING OF THE f100R OR WALL T/TUS SO TO RNO TRANS OR DIFFUSER CAN a T1RIS Mc0 TYPE-6 (BEVELED) As NOTED SLA'ELAR MOUNT DFFUSER TTUSS4SO TNECK �iTRAMS DO� AROW CAN 11 PROVIDE RETURN DUCT St►4cE DETECTOR AUTClIMTIC SHUT p0lw OF ALL HEATING. COCtI1Kr, OR VENTILATION EOU1PlENT DELIVERING IN EXCESS OF 2000 CFM IN ACCORDANCE WITH SECTION 606 CIF THE INC POWER W '.INC AND INTERLOCK WIRING WITH THE g 517E ml5 1S Del TYPE 1 AS NOTED �ItrAtE 110LIIT I BUILDING F -K ALAFaM SYSTEM IS BY THE ELECTRICAL CONTRACTOR CFM (SUIKACE ) R1R/EXH GRILLE Plt0W10E BORDER TYPE- FOR 12 /HVAC EOl IP►ENT. -_VES AHC DAMPERS SHALL BE LOCATED IN EASILY ACCESS 8.E .DUt1DNS LEN-ESS SHOWN ON ARCHITECTUkAk 0 TRuS SOF (CORE ONLY) 24 ■ 12 RETUR%/Dtm APPLIG BORONIS, ER TYPE SEISMIC RES RMT DRAW I N„S. RE Ou I Af 0 ACCESS PANELS SHALL BE PAM 1 DE D BY THE MVAC CONT RAC T OC AHD INSTALLED BY 704E GENERA, CONTRACTOR PROVIDE BORDER TYPE-3 FOR 1?u5 SOF (Ct1Rf TYPE n8ilr) ?• , 24 RETURN/Elm AMICATIONS RiOJAINO KSS RES'RAN' 13 MECHANICAL CONTRACTOR IS TO COORDINATE THE MEAT TRACE POWER WIRING W•'•• '- tlECTRICAi CONTRACTOR '- .____- ACCEPTABLE ALTERNATIVE MAVur;^TURFRS SHOEMAKER KRE1rCFR t• ALL MOTOR STARTERS NOT LISTED AS BEING PROVIDED B AECIAMiCAL CON'RAC'OR ►t) IN THE HVAC EOUIPWNT SC:►EDULES ARE TO BE PROVIDED AND INSTALLED B THE ELECTRICAL CONTRACTOR (EC) WLESS AM:'ED OTHERWISE, OR REOUIPED By EO:'DwEW MA NLIF AC T;IRE R• EC S K&L L PROv I DE CAl6 I NA T 1 CIH MANUAL S T AF T E R SII► T CH/D I SC CNN% 'T FOR S I NGL E-PmASF E Q;I PW M' ,12 w AWFAN �H SMALLER ANG MOTOR STARTER W/ FUSED DISCONNECTS FOR MECHAL CNG'A- EOL PMEN' 3 4 HP AABCvt UNIT EDLU D1SCH MOTOR FAh M NO AREA SERVED _ MFG • MODEL NO TYPE CFM SP SONES ARR ARA RPM HP VOLT PH BDO LOS NOTES EF-1 BATHROOMS AMC, KITCHEN COOII ACE-9 135-38 CENTRIFUGAL 1530 05 SA DOW*liLI�T BELT ORrYE 1215 t 4 120 1 Y e5 t,3 ACC ALT MFG- GREEWECK HVAC ABGREIMTMS - NOTES: 1. OISCOwEf I B ELECTRICAe CONMWTOR. - --- -- - - AeBREV. HULL NNE AS 2. MOTOR ;fA RTER BY ELECTW...AL CONTRACTOR BREV. FULL NAME AWdREV rLLL NAME. 3. PROVIDE FACTORY ROOF CURB. 800, B1RXCR£EN. A rXIMPRESSLO AIR LIRE EX H EXHALKT --- --- -- %K MOT N CONTRACT AC AIR COAHOITx)gING UNIT (E) EXISTING NOWI NOMwAL AFF ABOVE FINS HED FLOOR EXTR EXTRACTOR OA OUTSOE AIR BDO BKKDRAAFT DAMPER FD FIRE DAMPER 1080 OPPOSED BLADE DAMPER 500 BOTTOM OF DUCT HLA FULL LRD AMPS 00 OVvSCC DIMENSION NR COOLED COYPIA`iTER ROOM AC SCHEDULE BOTY BOTTOM FOB FLAT ON BOTTOM RA RETURN AIR -UNIT -.-- ^� SUPPLY FAN - COMPRESSOR TOTAL SENS ELECTRIfA WT BTU BMTr),m THERMAL UNITS F07 FOT FLAT OIN TOP REG REGISTER (:;R'LLE R TH DAMPER) NO AREA SERVED MFG • MODEL NO CFM ESP W FLA LRA WANT. RPM EER Mem MBH VCRT PM Ft/L (Las) NOTES 9WGBRTIO THERMAL G LE PER HOUR G GATS LUNE R RELOCATE ITE CAC-1.2 COMPUTER ROOMS 124 • 125_ UEKRT FH/U%4 199A 6400 0S 3 106 86 2 1750 11 7 178 163 ?06 3 67 IBRO i 3,4,5 BWG BOTTOM WAI.I GRILLE GALV GALvAIN:ZEU R'£0'0 REO'D RECYIRED _ ,2, BW^R BOTTOM WuALL REGISTER GIC GENERAL CONT?<`TOQ RIO ROUGH IN ONLY UIC-3 COMPUTER ROOMS 124 • 126 LHFBEPT FH/Um 125A 5650 0.5 2 75 569 2 1750 117 125.5 1119 ?O8/3 1 46.7 1 15D0 1 FUT;AIE CAP CAPACITY GPM GALL01kN5 PER inti-i'E SA SUPPLY AR ACC ALT MFGDATA AIRF, COMPUAIRE - CrM CUBIC FEET PER MIRJTE GR GRILLE SL SOUND LINING NOTES I CHeWR CHILLED NATER RE1l1RN GW9 GYPSUM WALL BCAARC SIM S✓HEFT METAL 1. CAPACIIES BASED ON 7506/5OVtHH 1NDOGAR CHOWS CHRLED WATUt SUPPLY HIG HOT GAS LINE SP STATIC PRESS:IRE 2 ACCESSORIES COAD WMBUSTION HP HORSE POWER STL STEEL FILTERS - 4' THICK JOx A.aF+W STAIND,AHD 52-76, STANDARD NFRAREC HIUYC)tF1ETt, Fitt£ STATE SHUTDOWN, CONN CONNECT HHWR HOT WATER RETjPN SUC SUCTION LINE SMOKE DETECTOFf LOCKING DISCONNECT SW"TCK DQ1' CONTACTS FOR REVJTE W 4Tt`L7.'w CIF ALAR!1. MICROPROCESSOR CWRt CONDENSER WATER RETURN IVY'S HOT WATER SUR'PLv SUSP SUSP SUSPENDED SkSIED CONTROLS. UP'FLOW DTSCHAKA PLENUM_ CWS CONDENSER WATER SUPPLY ID INSIDE DIMENSION 700 TOP OF DUCT 3. ACCESSORIES De DUCT BOARD L10 UOL11D LIKE TV TURN VANES FI-OOXR STAID DEF DIFFUSER W MACOOIMLD-MILLER TMC TOP WALL GRILLE 4 AR CODLET) DX, TOP SUPPLY/9OTTOM RETURN L-ONFY,°URATION ON DMPR DAMN RAH T1HDl15ANp BtUH TDAMPER MAX MAKINIUM TVI TOPPI(JWALL REGISTER S HOT GAS AND UOU� P'1PNNG NO CONNECTORS !f C (2' ft-CW IDES AND (1) V. RPbP EC EGGCRATE MCA MMMUM CIRCUIT AIFAf_^v _IND, UN_E55 NOTED OTHERWISE � tDt�-`L�' ER ENERGIE E"CIENCY RATIO MIN MORM UM VD VOLUME DAMPER k�t5F01tr: CA-E --- - _ LEV ELEVATION W MC1l11YT • VOLTAGE PHRASE • DUCT DwE1ER ------ -- SP EX'ERAML STATIC PRESSURE MAYI MAKE-LIF` AIR � PONT OF Ct)Mvf C TTON -- --- - -- AC-CONOE:NSER SCHEDULE •. ------ - -- ��l. � wk �VSO►!' UNIT - -------- ---- ►.plM COOL EER/ ELECTRICAL WR - CAMERON PLAZA NO AREA 5ER'V[T MFG • Y0- No. T(X6 SEER v1xT FU CDIRTROL Les NOTES OFFICE BIA�DEtJG CU-t,2 tAt=, s HtN COu-V_TER LAS --- IIEBERT q-?OSI 15 N A 208 3 e.e NOTE 3 SOO 1.2.3.4 . CU-3 CAC-3 IN COMPUTER LAB UEBENT CO-1651 10 N A 208 3 e e NOTE 3 425 FUTURE �r '�` ACC. ALT. MFG: DATA AIDE, COMPWit NOTES: 1. IFTEGRAL FACTORY STARTER B MFG, OUTDOOR RATED ELECTRWAL DISCONNECT B E-C.- I CAPACITY RATED AT IMO STD CONDmONS 3. REM RED OPTK*6: LAW AMBIENT, HOT iAS BYPASS, 8060 SW PFAFFLE 4. HOT GAS AND LOUD PPIIG AND CCNW TIONS B M.C. _ T1cAAo, OR 97223 ' HVAC SCHEDULK NOTES. b Ai V. r' �� -� .„�- i 'Noma • a fNf• �t. ' I, e J S WORD 09-15-01 1 �[i(1 SMy P(IIIT12 Si. .b8 wf t T V - . t e �I, p c .rr -- '�a..► _M� f.. ( - POFl�1ar � 1� I 1 i(- it ��-� _ - I $I1A(W CID-15-01 I t _ MID 00 ►HVAC NC'ES. LE�NOS MIC SCHEDIA.ES T } 1 ,)��: 1 ai Y! k Mt2 1 1 ��1 st a 2-Ad HVAC FLOOR PLANS :1 ' (� �j - Y2.21 H1 AC ROOF PLJW •_ _ ? -j i ;, c+ 111111w rt A BsNC,MMII 09-15-01 p� r.. z, a ,:' , �'=i:I' til .-S �3` 4j -- -- -- -_-' •, ' rl_ _ _ - ------- -------'-- y�r� ��'f' rS'.ur y l v- r ,.. r.�-�- ,'mow .P'i•r -�11A_ 1 iq� s �' .,b . ---- - ,� 'a' r •�, ' - -. Ld 1069 ryi FOR _ �f�°1 . - . ISSUED x � T ''� PERmn, nl141�:AelvA�1 ®78110 1fIN.TW:'t(;DT ler a,=w Cc..IFr, � � S11E Li0GT10N M0.00 P18I9.I SH. 9M fnwl fi t y , yy j '.'rlt ,. . ., . s Lobe.,v 2 4 NS J1 14 0 10 1 1 12 13 1 a Ie I 1l! 19 20 21 22 i3 J4 2d 2� l"7 2191 29 30 cM i u� P_ j{yyy 4 I 14 1 .N, MacDonald Miller of Oregon 6711 SW Hood St- Portland, OR 87201 PIKV (503) 210-Ml Fac (503) 230-OM 0 6 02 2.2 03 O1 ,.8 0CA ) 0 _ I�t ,� ii s, 1' •:, ,. ..., • .fir, _.._ - .. -. - - ..r. •.A rr: i • - - ! - .- ll l In t �► 170 Ice 40 100 7?p .tT..___.._ ._ •hy .. __ .•._ .•f•-_•---_ —..1-_. .__ _..-_- 'F---- ---- I I t j t • t (1 j 100 ( I- i 'i I �I t • I 11 I t _ - I I �. ry Ito 12 SLSM 19 12/,4 SLS I m t f J f ' I t ' i. Y, \ _ I m--. c•s :cue t �ri AAAA a1 ,.' �; .I • "7- Ata .•. J� :�% �I � [VAV- — � VAY- .8 I ,»th 4 _�M c- &-1 t_- 3rtoo i r ! ! • MOUX TRANSFER 40 ►' 10'-fl A F.F I 1, I ® I 12/12 T`FER DUCT• HLw EEAJ1 ! ,•' ', ... '• ,. { / F • � S�12 VAJ- �OB _ 11 -W a* •- B .� _ .._ .:� .Y..-_ „->- _'• (5' L,50r _ OW/ OBD 4 W/ IOBD ' A _ 12e 2 2.j1? '12 350 0110 .. ... •• • ...� I f�-1 ♦ _ -' 1 •ti'- .731r + I 24L4 �� 1 2/1 4 SLSM- ........ � f 1 U2W) 700 `0 n ° ° 1120 4 ¢ aA,n �(rv.dH W ill7C �'' W/ OBD i 6 1` • m- -- \ 3 ;� '1 - . - _ U�L6 .z: 325 -20/12 up O l..i A ;�. _ �_...�,. DUCT 8LW 8 CC ) - ' - .,x ,,.. _ ...► 12 12 c - law ( � C `, u bow - 1 212 toe 1n�6� C w' Deo , - x•A.:B 16/16 51s 7 a {91 10 14 SISM ( L -W/ 09D 0 1 114/24 i W/ 08D .7.:j 417 _-_ A Q f 1 E3 12 '12 _ - 1 - 1 , 212 S0 - - M ©wCW�' -� W/ U8D .�.. 3MKt-'�7 LIP ' 261K 17. 3 f , TO t 1\260K 1 - 1ji O - ' a Q ' VAV-1. 2--- 30/2 1 7e I �' 24 24 s it e 20rW 41 K-27 0 8•S ^: %`",`,1a 1700 UP TO 70 S�F't- LW MQ I1�- 1 t� i• 220w ; t t ^' 20PW » t �- 77 1 e t f66.JiJ ! 18/12 B0 I OD -- �- �! - 1 � .: lti- - 961 D GT-SLW BEAM - -- t29 , 300 - (FUTURE ,.. r 11A1 R . r r VAV- .1 v / 10r .L L•+1i.. 30 -- ! vAv-1.2] ! i -i N NR IN STO 61' ` I uM ,eoNrRa - s owls - 100 .3 _ - jl 2e/1e SMwi ---- S__ _ I ~'�, / 6 �t 16/16 •'. t. ��` -� t y ( �. e 12 Y t? SL VAV I 12/14 SL`M VAI 0/ SL 2.2 r �. ._ \ i 1710 OUTLINE OF REOUIP,ED b - j SERVICE C CE LE M 2 n• � I j e 1 i J a 2; 1 ri' HG �' �. t? 100 TYP 2) - - - - -� _•_•__•_•�•�_•_ ' '-' 600 -�-�_ - I. _- __ - _. _} __' -._•_-_�• _.-_.- - -- �� ;'. _. 0 , ... j- _ i, 28/1E'sww —� '� 11S I -. — Li I' y t� • • y4 ; 16 11 �1 ._ . _..• ....�_ _« r1 _1.. ._. —_11 1 •� _ . -. _ ..r_- Cc ) ,� _ _ _— 'i_" .. '.'` M�-•,r `-� ,�,' ,'-„M .fit. .� •"Z•_- �+f•111.. ms•--_µ • - JAL'-tC_7i. • 3•-'� �•'Y je upt ..... �.�” '""•.......;:....:..�� s«.l. �_l..l LI REVISIONS. DATE CAMERON PLAZA OFFICE BUILDING 2 8 (2.8 8060 SW PFAFFI_.E ST TIGARD OR 9-223 HVAC PLAN FLOOR C PLAN � 21st FLOOR -�. ��Ld F. LQpf� N ri z t - N SCALE: W = 1'--0 NOTES BY SYMBOL MON" LW virvulb _ -- - -- PROVIDE 2• SOUND LINING ON 10/6 DUCT ® (4)%" UO, (4) 1Y%-HG FROM �-1. J SANFORD 09-15-01 OVER MIXING AND RECORDING ROOMS ROUTE OVER n0 FLOOR CEILING UP FOR SOUND ATTENUATION Af�TO CU-I.Y ON ROOF. nw�,vy as nanm T-STAT W 25'-[l OF WIRE COILED I*W1" CONDENSATE UNIES 1. SIMKIN 09-15-01 AND HUNG FROM VAV UNIT FOR EQQ )♦Y FUTURE USE SET AT 50 DEG F. ryDIrN FOR un fr" no" R (�RUN 61 FLEX DUCT OVER WALL FOR A- BINGAMAN 09--15-01 RESTROOM TRANSFER v DUCTWORK THRU STRUCTURAL BAR 4 DUCT INTO- STATIC PRE50S SENSORJOISTS REFER TO STRUCTURAL DWGS !— - -- - - FOR JOIST DETAILS) run . r •cr. .� ura CONN TO UNIT VF'D/CNTL 'R 1069 2715011 a r� r -- — -- - -' - ISSUED FOR PERMIT W U 171Q1 ua�at. Z �1 _J t. M2.11 (J Plaffle St• AORO MEC 2001 01''141 4 of t, Ii- I N �� r ` Y > '3J LE�ILIT1f•1R1! CmI I I 1. �y S 1 11 I! 1R 14 le 17 i i0 1 := 4 111 I II111 I 0•w•1 a !l� 310 ;t; I 1 3 � Y V} r D v� .�dl�:Ii�^r�,t��^�a 6r'rca$ rdtFn. y�,.•; u e , i�lilMs�ttk'.. - _ _>� °.•%•_-m"^';-�a�-_..�'i ..le.:1::.4.:..�., .a,_..__....-...,..-............_._.._ ....,.,._.,.._--.- ....a... I 1,. r^\ INSULATED FLEX F HUNG AS STRAIGHT -- - — — - I � � As PosslaLE MacDonald Miller �.. �. 12'-B MAx r�I INSTALLED PER SYACW DIFFUSER CAN INSULATED FLEX T<� I MFG. INSTRUCTIONS o re0on HUNG AS STRAIW 67.1 S.W. F4uod SL AS POSSIBIf \' \ .L TAKE OFF WITH 12•-OI• MAX --\ Ponana OP 87201 VOLUME DAMPER \. 4•-CI Fftm L r \ YIN c X230-OM 1 -- a/a 7 SLsY DUCT T-BAR CEILING I\ �� i ,"� i �y i "DIFFUSER 11 ac r L -CONNECTION PER r \ r r DIFFUSER r MANUFACTURER REOUIREMENTS - -REitlRtl Mfl GRILL r � r CONNECTION PER \\ I ,J T-BAR CEILING MANUFACTURER REOUIREMENTS 1 1 IL 2 SER INSTALLATION DETAIL "Z-QUCr RETURN QOQJ DETAIL Y2.21 N AL u.:t hQ A,L M2.21 NO SCALE DUCTBOARD RETURN O •r.� r:M•.�...aw_w .rwr.rr•�...w✓�..+.wa•s+v w...•ww•-teras.... _.s+ ..w. ..� .:+r..,r- ra...+�r+w. s.-.. -AIR CAN A �.Thi::,T:T..?is«r:Yw. •L-T••r'Ti_.+�Titri��i_.l .iG:r.�i.t i i. :.i [T:- nT'.T ALT. '���--�• w • :,�"�-.�Yii' ir~W. 7:;.. .r • •• ,,. ... 'PERFORATED PETAL ' 1 L Lj .. .. •••• •, :,. INSULATED FLEX DUCT •i »I - _ __--.....-.�. _.�_._. .. - _..�_.- - _�__. -------- - _ _ .- -_.7-- - - - - - - - L .. •• .•••• K DUCT SIZE ♦ 3' r , :•:••• :....: EOWL f.OUAL n. • ••...• • • CRIMP ...•.. k BARB ••.•♦• - T - WET�QQF AS QFC t G i r ;rc ,t . i -..-j DIFFUSER - - - - - •- NECK 517E J'_ i TRANSFER GRILLE "*N DIEEW5ER 3CAP DETI 4 M2.21 N M2.21 N AL U-1 : SECURE UNIT TO CURB � --. ---.--.---- ----- .-• __ _ _ _.. �_ _- --- `_-__-• ' -- _ NAILER W/ #12 r I- M N(lYP) 4 .; FAN BASE SIZE SMS ON 11r CTRS. 4, Iw• : LONG STEEL PLATE W/ SECURE UNIT FACTORY CURB EL $-1' - 4" NELSON STUD TO STEEL PLATE BY 4'-Yii - EMBEDDED IN CONCFIETE FILLET WELD a . _.__. _„�__._..._..._._-___..----- - --•----- ----�-._ _._.....:._.._._ ..__ - r --►••--- '- --- •-- - - - --- --,- -- .--- '-- - �;�--- t _ BY G.0 LAYOUT BY M,C. I I (Al W'L10, (4) 1l W HQ 1 ; I FpTURE I 1 I UI FROM gg-1 SEAL - -- --- .• I ! 1- - -�. ._ ( t C_A.;� (TYP 2) ROOFING UP SIDES OF CURB AND ! I SCREW OR LAG /-CUR@ TO BE 8' MIN FAN TO CURB - / ABOVE ROOF SURFACE 2 LAYERS OF INSIDE CURB FLASHING. ACOUSTIC OUCT LINCR, 8 I ROOF CURB BY BY Y.C.. GENERA_ CONTRACTOR-� BACKDRAFT TOP OF ROOF SURFACE • o^ „' ' / _'i ( , -2 I A OX. !� PER SIFT I tr WIDE CONCRETE CURB BY G.C. i ' t t -- DUCT SIZE '•' _ _- _ _ _- - - / _ _ _ -.-- • l AC-1 CUT BACK SL • - REBAR PER STRUCTURAL BY G.C. 7 W 4 ` ( 2500 IH ( I \ I I OSAI I 7SOOIbf I tit BOTTOM OF DAMPER. 4• CONCRETE BELON , -�' 3 + ` x 2 ?,j 1,17800 MAX �r SCREW OR NAL UNIT. BY G.0 . 9 4" THICK CONCRETE PERIMETER AROUND v ~J EiDO TO ROOF • UNIT. MIN 4 FT W. Y 1 ---s•-` - t_EF-!J \ /r fi l- / - - i _... ...- -_-.. 851De M 1• SOUNDLINtNG ON DROP, ONLY7777 • a I NOTE: EXACT ODD AND CURB SIZE MUST BE CHECKED !I ~ ! - MIN(TYP) _ 'FROM EOUIPMENI SUBMITTALS. I _ CONCRETE PAD 400 GAS CONN. k 4U0 MBH INPUT e I NOTES: I. CONCRETE CURB SHALL BE DESIGNED BY STRUCTURAL ENGINFER AND MAINTAIN 10•-(f RADIUS____ FOR �.0-1 AND 7-14 IN 1tr.C. PRESS. PRO�QFD BY G.C.. CURB STEEL CAP PLATE BY G.C.. ' CLEARANCE SROM OSA 1 '" (REGULATOR, DIRT LEG, PIP* !;r - -�-- INTAKE HOOD ON AC=1 «�- - _- - SHUT--OFF VLV BY 2. ALI. ROOFING. FLA5HMG BY G.C.. I I h,. i PLBG CONTRACTOR) MUST FAN INSTALLATION DIETALL ROOFTOP AC UNIT-30 TON P = h REVISIONS: DATE Mz.21 5 s - - - - M2.2. NO SCALE i~I � —__.------.�.__.—_.._..._—.—.—_ r•-•---� I - I` � _ / SHT MTL PIPING PENETRATION t- CAMERON PLAZA CURB CAP BT M.C. f OFFICE BUILDING -ROOF MOuNTEO AR SIZE/HT BY FOREMAN. ii ••ti COOLED CONDENSING CROSS BREAK TO SHED WATER- • UNIT �_rare' E -6 Q' - a =-•�' � - _ __- ..�._F.\ � '""";;"a: ----- .,��,;,�„ ,�, ' s.... �;I!EL 21r 8060 SW PFAFFLE ST HARD OR 91223 1' PUMPED CONDENSATE PIPING --" 1`_' 1 I 1 DISCHARGE UNE CONTINUES SUPPORT jI Tit I v 1 , j _ •�• •' L—_ -__ ____ f TO EO MOP BASIN, - ri w BYHVAC ,•�"l i r,.. �'� A?�} iI CONTROLS INTERLOCK � �-Yf" NON-POTABLE COIR ROOF PLAN WIRING. INDOOR TO WATER UNE FROM OUTDOOR UNIT (BY I I -- METAL ROOF 9YS7EAt TEMP CONTROLS BL'BP� FOR HUMIDIFIER I AS BPEC'�'IP.P CONTRACTOR) MAKE-UP, BY PLBG CONT. SHT UTI. PENETRATION ' k?a EYEBROW. SEAL PIPING -- eri ,r rpt ..'1 r k`I� I �I1u ,1•I '�,, }° PENETRATION W/ NSUL k I t.v.t*: iAst trwa ROOF CAULK -G -- - I �•s.�i J. SANFORD 09-15-01 (2)HOT WS UW - ,,}y7'7t s�. r 'IyR^ t��r { �I •' \ �, _.. ._ ...-_.._.-.-.�-_._._...._._7 V'-. _.._ - -_ ..__--.-•.,.� _ -.. -_ trtaaL n omt Rrm[D /yew * t K' Z UNE I. SIMKIN 09-15-C1 ( k101� r cob 19"mm I A. BINGAMAN 09-15-01 PLAN ROOF rLe lit •43" - s a•ua- / SHT ATTL CLOSURE W/ N AL Y. 1'- 1069 — 7715011 / MIISIIL-, BY MC. .F ,y. . , - ��/ -- - 3 AV P FOR t, �y� ISSUED �. PERMIT W 11:21 M^u 41 sm rU* z w J M2.21 P1aH1e Stt 6060 MFC2001 00343 ',A1 "I•,t�•il�,�>in�iM4M11AOQkl1' ._.. _. _ ^�.� ..__ ...._.r._._..,_......,..........•.. ,. t.....r. w. »,...r. .. !aLmem .�lTRM�77 Q1 Itl I I t� lI I I III I I 1( 1 �n II I I I L i i1r II _ fJ Om•t•IQ• I I$ a 10 11 I 14 ID 1� 10 1� 1 22 23 24 25 28 27 28 20 30 ^ r , vp gum l `r N k Y� `l i r� • ,� �•� fi, .i - is . r .. , ,1111,..,.r i.�-.�.:,;,�d$"r..�a...a,iu...v....._.._____.-.-.,... --. .--........1.... _- -•.: _ .—�._x.,.:.-..,a:_...__,��...r...:,:. 4 r! 4 GRID �-CONTINUOUS 600MT16 -/+�% AT ENDS. TYP. C`R I D FACE F FINISH VER1F r tW/ ARCH' , I - 600XC16 AT 16' O.C., FIELD "' ALIGN FOR PLUMB WALL FRAMING CONTINUOUS 60OMT16 BENT PLATE 1/4"x5 1/2' 1 � 1�-6" .y SEE ARCH ^� AT ENDS. TYP. x REO'DO'-b* x CONT W 1/2' 6OCXC16 AT 16" O.C., F ELO EDGE OF Ox0'-6' HEADED / / RIFY W AF"�.. FACE OF i-600XC16 AT 16" O.C., FIELD ALIGN FOR PLUMB WA_ FRAMING SLAB O STUDS AT 16' CC FINISH' .�.- GN FOR PLUMB WALL FRAMING 5 1/2• BENT PLATE 1/4"x5 '/2" /-GSx6.7xCONT, 1 A REO'O x CONT W , • '° �'�}--- + � -STEEL STUD SPLICE W/(6) #10 SCREWS, EDGE OF � 2• QJI. r' c / /2" 4 Gx0CUP 4 STUDS MAY BE CONTINUOUS AT x14 GA CUP __----------- ---------- ------•.-------- BRICK VENEER JOIST BEYOND SLAB A- 16- C TYPICAL x�-6" HEADED C L CON ANGLE W/(4) #10 � . � CONTRACTORS CPT10N SLAB ON STI �NRY ANCHOR SCREWS TO EA. STUD --- w �i /� SEE P-AN SYSTEM y- • BENT PLATE 1/4"x5 1/2" 16 t- 2 • "' TYPICAL ROOF cv /� Q 1 (3) 16 3-12 / `CONSTRUCTION ■ REO'D x CONT II/ 1/2' L'x6x0'-6" `�—�� ** _ SIDES/ 1/9 r- -- -- 1 2• 0x0'-6" WELD TYPICAL CONCRETE I SFE ARCH EDGE OF _ x 4 A L _� 1/16 GALVANIZED I � 116 SUB -'' l STUDS AT 16" O.C. SLAB ON STEEL DECK ANGLE W/(4) N10 � f -"���,1jyOS BRICK 1 / SEE PLAN SCREWS TO EA. STUD L5x5x3/9 � / SEE ARCH. VENEER ; I CSx6.7 xt,LWT. "��� EA. SIDE 6 3-'2 f l , ,6 2 i :6x3x1'_4' 350 x C16 AT 4'-0" x VER', 1 9 I '4 ,A BEN SEE ARCH I I � 1 �� r c1 MAX SPACING I BETWEEN JOISI 14 GA CLIP-- 10 4' aORAGE TO BE-, � I r-.r... � , / h/,_j 3/ 1D/A213S (OR r ANGLE W/SCREWS BRICK / SUPPORTING I I �1 NOTES: Q / r VENE_R 1 / x :''6 A045-( SQUARE FEET ' / PLATE 4 t V.' 4 -12 SEE ARCH MAX �� C h;T 1 1. BRACING OF BOTTOM CHORD I TO /4 3-12 , .j� / dETAL STUDS Q � � , ' / OF JOIST PER MANUFACTURER. ANGLE 1 / :'JR-0-WALL" O I �.r TO ENGAGE METAL STUDS - SEE i JOIST OR W.F, x -----� ' 1 '6 NTOUS HARE. 2. SEE DETAIL. 1/S3.2 FOR CONDITION N BM, OR TRUSS SEE P'-AN 1 FLOOR FRAMING ' ' / BEAM PER PLAN +� SECTIONS + WITHOUT WINDOW. t r _ATHING AND ' 3. SEE DETAIL 1/S3.2 FOR TYPICAL I /16V I V 9 ACING OF BOTTOM CH ONAL FINISH 1 Q ' -GYP SHEATH.irS VENEER ANCHORAGE. JOIST OR W.r. CF JOIST PER TTOM H - SEE ARCH, - SEE ARCH. , Q 1 000/16 BRACE , / BEAM PER rah _'NRY EACH JOIST r 2 SEE DETAIL '/53.2 FOR -SLE ARCH, 4 /16 *1-401.7 1MNC.N. (4) r1^ SCREWS NOTES: GIRDER PER PLAN SEE ARC" j E .A,• , e SE_ DE /_3.2 FCP • SEE SECTION 2/S3.2 FOR INFORMATION NOT NOTED. •1 WINDOW 1/16 SEE ARCH r _ 4, . : SCQENS TYPICAL VENEER ANCHORAGE 2 ROOF JOIST AT EXTERIOR 3 ROOF GIRDER AT EXTERIOR -� FULL HEIGHT FRAMING AT EXTERIOR 5 FLOOR JOIST AT EXTERIOR S6-IA.dwq 3/4' - 1 -O 3 S32-02A.dwg 3/4' 170 �3 S32-03.dwq 3 4 1 -0 C - _r - GRID •� 1 —s—W GRID Al 1'-6" FACE OF ... FINISH ••: 1 Y 51/2' WINDOW :-» • SEE ARCH CUL TYPICAL CONCRETE 1 1�" r SLAB ON STEEL DECK 4 SLR 3/16 SEE PLAN GRID I r 1f I I I , ­TS5x3x3 15 xCONT 1 COLUMN AS OCCURS N' i ' \} -12 ' �, SEE PLAN E..�.� r-(2) - #4 CONT, 1 /J1 DOUBLE 6" DOUBLE 6" T S COL �- 1 STUDS STUDS SEE PLAN NS VERT. AT 18' CC. - PROVIDE STD. HOOK TYPICALLY EXTEND I �•6" CONCRETE WALT. UNDER MECHANICAL UNIT SEE 9/S3.2 FOR ADD TIONAL + GRID ROOFING OVER - - -- - — -- J CONCRETE ( C'JRg 'NFORVA OV. O.0 _ BRICK VENEEk y ~T 1�" - S!x3x!/4 MCK'NG 35OXC16 AT 4'-0" MAX SPACING -- _ I SEE ARCH (2) - 04 CONT. BETWEEN J015"5 r Q � GIRDER P_R PUN /:i i / / DECK UMA'., 9Y ---rr-1�SEE AN WINDOW - - \ ' I , SEE ARCH I \ I � �c'• �-WINDOW BRICK VENEER �7 �'-d•� •.-�.��- - -- -F ORM.OK ROC DECK WIND.-* DECK _ • czr e ' / �Q - SEE ARCH SEE ARCH 4 SEE ARCH �-CONCPETE MECHANICAL SLAB SEE DETAIL 7/x.2 AND 8/53.2 �600XCt6 STUDS NOTE: SHORE ROOF DECK \ !% �4 "- P'A% PER PLAN CONCRE'-- - - 1 FOR MORE INFORMATION I FOR CONCRETE PLACEMEN' VEC�. S_-- AHC-E 5'JpPORT NOT.ESI PER P'_p'. D_. FLAV 1. SEE ARCH Fk,2 INTERIOR STUDS. BEAM PER PLAN Pc --�--�-;.,4:,E R R PLAN I '=LOOR GIRDER AT EXTERIOR 7 FRAMING AT COLUMN - OUTSIDE MIDDLE FRAMING AT COLUMN - OUTSIDE CORNER Q MECHANICAL UNIT CURB ' � MECHANICAL UNIT CURS S32-06.dwq 3/4' 1'-O S32-09.dwg .5/4' 1 -0 S32-08.dw 3!4 -0" + SEAM BEYcIr,: r 3 16 �-. T.O.F. AT ROOF 1_608x5/18 COPE FOR CONNECrON I r�s VERTICAL LEG EACH RADIUS ti END AT SUPPORTS TYR. r SFE DETAIL _ 1/4" x6'06' PLATE EA. / 1/2" WALL NOT SHOWN a �—'�� I ( , SIDE W/3/4" DIA. BOLT AND MAX. 2 OR STEEL WIDE FLANGE OIST AM L3x3x16 GA. W/(2) SEE ° #8 SCREWS EACH STUD 32" VERTICAL SLOTTED HOLE AND X110 TEK SCREW 4 � Ll L4x4x1/4x0'-3' 1' EACH SIDE OF DECK TO ANGLE EACH _ _ _ L 1 LOW CORRUGATION TUBE STEEL A� END SUPPORT METAL DECK PL 1/2'04'x4' 6OOXCt6 STUD5 T PER PLAN A7 16" U.C. L� O SLAB 4T 2nd FLOOR — TYPICAL. U O.N. n, x n /10 TEK SCREWS I \ r 5 6 EACH LOW CORRUGATION 5.1 3. ELEVATOR RAILS PER 1 ' METAL DECK- ^ -- — �4-}�---}� � - ELEVATOR MANUFACTURER � FLOOR 4 TS 3x301 4 BEAM OR J0151' 3/16V / TYPir 1/2" THRU BOLT /10 TEK SCREW i ; ` r i EPDXY TIGHT AT AL O.C. AT TYPICAL 1/2' EPDXY ANCHOR EACH PARALLEL DECK I I I TS4x4x5/16 I 1 , 1 • .�. ' II \—I6 GAGE TRACK F • - -- -- EMBEDMIENT- 3" MIN. /16 BRICK VENEER 119 _T_0._SLAB Al BASE � :� " ' �-- ?ROVIDE DOUBLE �� 4 � PER ARCH. STUDS EACH SIDE: VER 1 _ FY SEE 2' OF OPENINGS. TYP SUPPORTS C`MTHNMFR. RAI FOR CONN. iIll FRAMING DETAIL 12 SECTION AT CANOPY - - 14 ELEVATOR RAIL SUPPORT S32- K.dwq 4 1 -O ^3 100.dwg 1 1 -0 532-14.dwq NTS fl I 13 TYPICAL EXTERIOR WALL FRAMING vCy' rye�l 9 M:� rQ.yr`ny�1 I I_" g int 1T 3 532-07.dwq 3/16 1 -0 �s� vr'�_ fq.i�T't i; � ��A*�N��'''�'•SyI � 4-.r, � _• _. 1. '. � 1t;�'.- r f iG a��('�` t 7r'�'�Ic�J:�' ,�) *,9 r,•� �j,e :, r p�`.r �,q�q -�'•�;�1 ,14• r �t�ti��y P:' � "�'�iiyy� i'�iT ' ���"� + rr VLMK PL( 6/7/200 Pfaffl�EC2 8!1 0343 6/15/201 MEC2001 00343 6/� ?01246532 91/1 26 "�'l 1` Yak 1 PtF F,a..»u.y♦iMY%vracrntr.-,., :..w.,.s.,;r,a,,�nMD•+.aW,.+a.MM�iM1 .. ., �c.M+"n' ._._...r-...._ _.._..._�..- �..,.-.....-.._...._-.- .._-...._..._.....-.......�..._-... ..-... LEO�ILR11lTItiR' CR1I I I I IIlnlnlll11111 I I I I I I, .I; r I I nl u Y o 10•n.la a 10 I I I>e IJ 14 le 17 IS Ip 20 21 22 23 24 25 28 }, '!y bad{dM' . .,...•ams�raa-. 2- 1 a t d L _ ,F T '1., .'v � � � • •� �^'-'.LIFSM�1'.uk SS fl-��,;j� 4[.Y-,. 7" )M,��rk, 4� „y ... ...n 9•�^'rW''1,eC'R`Y ,.;-.r.,., ,-!'6' •ertpp`- ..--•rT.ir•:. -. "91_"'�'Ca 'i,"„1{- ..:,. ,,�y� -a� �^r ^^aa�^c^� -1 R'�75'Fp •taA ... �^.a'1.' ,q,. ' r � d z _t— i 1 1.8 ? 22 ; 2 MTL. ROOF SJ oecK -- U GIRDER LOADING DIAGRAMS IT 2e LH I I - -- NOTE: Y 6. C_C I ,` . J�... 2B LH O - - -- - ROUND HOLES LESS PROVIDE L 2x2x1.8 EA. L4x4xt 4 A ' ------11--.+------ _ I � - t SIDE OF OPENING, PERP. (TYPE) P ) GIRDERS J THAN IN DIA. REQUIRE (KIPS L�-- _6" OC�NU REINFORCEMENT TO DECK FLUTES. EXTEND 7-6• 44"�/4 PAS1 OPENING 12" EA. SIDE 7`__ k SCREW W/012 SELF-TAPPING PM= I I OPIENIINGS W To 20- SCREWS TO EA. LOW FLU IE Pi 30K W1 fn 'o bF j �� ENCOUNTERED PI = 25K Pf P1 P= ; n1 / O T'8• 7-6" T_8• I 7.-6• p� 1. •_ ; +fib- -- #;'- --7,- COPE y r � ` 'Y/ w sor 'cam V VERT. LEG W1 450 PLF o r� - `+` 1 7 o AND BEAR ON ADJACENT - -- z ANGLE OF JOIST (t" MIN.) J SIDES n ---�. � - - ___13 16 W 1.) GIRDERS TO BE DESIGNED FOR ID AN ADDITIONAL CONCENTRATED LOAD T 112" MAX. \ MIL. ROOF OF 600 POUNDS LOCA r� PROVIDE L3 x 3 x 1/4 / DELK TED AT ANY POINT ON TOP CHORD AROUNU OPENING r — 2.) GIRDERS 10 BE DESIGNED FOR THREE ADDITIONAL CONCENTRATED LOADS NOTE: CONTACT ENGINEER OF 600 POUNDS LOCATED AT ANY PANEL POINT OF BOTTOM CHORD / OtD- G3 20� FOR H'JlE5 LARGER THAN i I ��-_�— p _ J.) DIMENSIONS SHOWN ARE NOMINAL. SEE .PUN - BRACED FARING CONDITIONS. AND DETAILS FOR f " -1'- -- _ FR _T- -' '. 1 T—' �4x4x•/4 2 TYP, 4) NO NET UPLIFT FORCES ON GIRDER - - ----- w,2xty (C•J/4') - . • S, 1 r SMALL ROOF OPENI��G - W'2X14 _ W�2X14I - a 5) ALL GIRDER BEARING DEPTHS TO BE 6" I �� - tax g r_s„q• - _r'_•: „2. '3.1 MU-2 jr�+ UNLESS OTHERWISE NOTED I 1 BRACED 2 \ I '� �Q�. - 8f \ FRAME tS\2�=-+ � -> 14 cV:•75 0SF ANGLES ARE TO BEAR AT A PANEL POINT R " - -6 tiox- OF STEEL JOIST OR BE REINFORCED PER I W _ THE MANUFACTURER'S RECOMMENDATION. J YI VERIFY LOCATION OF ANGLE W/ ARCH. _ JOIST LOADING -- L 393x1/4 U.O.N. G DIAGRAMS ° / ON PLAN w ='?•— I W Wex c N / 1 2" 2' MARK (PLF) MFR C 5223 MAX. IN 1/4 3 SIDES Z/LL TYPE. JOfSTS _. _ _-__--- I ' / 0'-Y' --- I -COPE VERTICAL - -- ---------------- FLANGE AND BEAR _ yy 1 _ PMS 4 PSF = �� • 20 :M 4 -- JOIST 550 f c In ---- -2 I iO O wl 110 LH / I .. "� x -�_ ____-6 ,fir'-�COACRE'E PAC FCR .0 2 n fit'■ COMPL-ER CONOE%SiNG J ...... LIMIT D.L.Q TO L/500 n 5'-8•v. 1/4 ROOF JOIST PER I W21x50 (C•'., _I .4.4x1/4 PLAN < ti� 9�41I oI • L , .• `.V. ....• 1 4 w' 390 P SEE I 81 5'-0 '''•'`'4{ r RADIUS f 2 1 WI PLAN - O LH W2 .... w 740 i M N r .•.II • • • is • s i 190 P 1.iK I ; ""• o I , ' �; - W21xS0 (C=I 1/2•) h •C nI -=r:;W o '' SFREEN W�:: DF: w, 550 p 1 S �o _ i VAC L'. JL W. 110 W1 SEE I ,� 1 Y J PLAN --f. I w \� ,T 3 SUPPORT 2so w' ----------- W2. { ,-�- W21410� cw •J2. ''s�,�----- RT ANGLES 3. AT JOIST P _ ,.3K i -1'- • ------- - _ _ —:-----�; � Ir -0 4 170 7 0 w1 P SEE ��^ _` \� _1•_ 177 O 2P _ LH PLAN ` STEEL JOISTS PER PUN — _ 340 w� c - 22' A. -_ W2 190 CONCRE P 1.3K I.'-CH. PAD L 3x3xt/4 U O.N. I1�TE5: r SEE NOTE 6 ON PLAN - 1•) JOISTS TO 8E DESIGNED FOR AN AppI710NAl CONCENTRATED LOAD I oQi7- 2 OF JOG pOUNUS LO'. AT ANY POINT ON TOP CHORD --- ) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD • OF 300 FOUNDS LOCATED AT ANY PANEL POINT OF bUI,OM CHORD. I 3 • / -�- J.) ALL JOIST BEARING DEPTHS UNLESS NOTED OTHERWISE. _ ----t- _ 3 18 4•) NO NET UPLIFT ON JOIST. t ` a r PV x.14 P5: -BRACEC I L4x4x'/4 28 LH W'6X26 (CEJ/4.1 / A 15 I r -`�I a 4 a_ 7.5K ]7 CR7 -- -- --__------ S23 TYR -- -L 'P4A3/8 U.O.N. �� 5 ON PLAN METAL ROOF DECK PER PLAN ¢ TYP. ROOF OPENING •�', S-OPEN 1 2 � 1 -0 8 ROOF FRAM�Nr NO S: ------------- 1•) STEEL ROOF DECK TO BE VERCO 20GA GALVANIZED �1'E 'HSB-38 LAYUP TO BE ROOF FRAMING FRAMING PLAN CORRUGATION. AT TWO SPAN MINIMUM. WELD DECK WITH 1/2- DIA, PUDQLE WELDS, AT EACH LOW A ATTACH DE LAPSEACH TO MEET ORT.EXCEED 37LD 0 MARGINAL MEMBERS AT 12" O.C. _ 2.) AT CONTRACTORS OPTION, HILTI DECK NAILS (I.C.B.O. 04373) MAY BE UTILIZED Tp ATTACH METAL DECK IN LI:J OF FOR SELECTING THE APoROPRIATEMN�II NC PATTERN NCIOEMATER CH OR EXCEED DIAPHRAGM AGM VALUE SPECIDIED PER NOTE 1 CONTRACTOR SHALL SUBMIT FORMAL REQUEST FOR _LEGEND. CHANGE IN WRITING TO VLMK ENGINEERS FOR FINAL APPROVAL, N.) CONTRACTOR IS TO VERIFY AL ROOF P C H. - INDICATES OPPOSITE HAND ROOF SIZES AND LOCATIONS. REIN FORCE TYp OPENINGS PER DETAIL 2 3 4 - INDICATES TYPICAL CONO''ION OR DETAIL 53.1 531 SJ•1 L.O.N. - INDICATES CONDITION, UNLESS O'HERWISE NOTED • 4.) ROOF DESIGN CRITERIA: 0.C. - INDICATES ON CENTER SPACING DEAD - 20 PSF L---�7 - INDICATES SPAN 0r METAL DECK MECHANICAL - 60 PSF LIVE - 25 PSF „ - INDICATES METAL SNOW DRIFT AS INDICATED. TUD WALL DEFLECTION LIMITED TO GREATER X-XX" - INDICATES TOP OF FRAMING 9017 t OF LL/240 OR TL/180 /�_ NOTE S. VER'w ALL ELEVATIONS W/ F DECK). SE AL S.) TOP OF FRAMING A7 0'-0" 'c2�G��s�GLCLi , 28'-10 1/2" i - INDICATES SNOW DR'FT �pqp 6.) PROVIDE CONCRETE SLAB OVER VERCO 20 GAGE TYPE B FORMLOCK. T01'I L 1 S' REINFOCE WITH l THICKNESS ,{4 AT 18" EACH WAY. SEE N ITE t OR 2 FOR DECK <1TACHMENT. �Mf► - INDICATES rXED BEAM SEE J/S2.2 AOR MORE/NFORMA"7COLUMN0ONNECTION JOIST MANUFACTURER TO PROVIDE ADEQUATE WEB CONFIGURATION O MECHANICAL SCREEN PJ• tC" 1(x AND ALIGNMENTWEBFOMMODATE PASS-IHR + OR ALL OTHER JOISTS AND GIRDERS IS AT ell ' } 'sy ��r a „ WEB CONFI PASS-THROUGH HVAC DUCIINORK. IURER'5 DISCRETION. d I a ,' Nr4i�1,��r �r�I• t vI �`�� ��� � r YID Ifs Id ^„t,'.., � � xl tr �Iry� br �fiij' f�' '11 •(r 4 � Y' r 6 �• f 4µ t�•Y� f I I I� L '�Y.: Ott(.{- X}. : .. .:.. 0 34� r VLMK PLOT DA -- Plafhn 5tr,1010 6/1//200' 1J:27,14 MEC2 01-1K1 6/15/2CC1 1.3:12,41 ARM 11 of 11 7/10/200' 10 17,11 ARM _- 7/18/2001 17:9.8 ARM M .MI ?i1n/200' 9:`9.8 ARM 4AS11 4 _ 2/:'7G 15 .�.ay�,r,�•ANIf�, � P�Rrraeta+wezw•.w,,.v..�rw« __ - .._._ PPPPPP `_ ARM 2012 q t Ctil I I . 1 4 W Vf 1 co d 1 I,r w y� I I , A � > ",srt k 10 1 1 12 !a 14 le I I 10 O dl Q23 24 26 2d 27 28 20 30 cI 1f r t`kEIS fi • a 1��'` �•ilt�'� �`��Y�I ,rt i�5k ry�� ;r I,`ti� aw a ,; i >'. -- -'^.+�.amrR . v: Iqi , k b{ - 1 '' �.A:r� 't„FI 1 _ Si ri . r , y