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9585 SW WASHINGTON SQUARE ROAD-27 ,r i GENERALNOTES SHEET INDEX TC1 Cover Sheet E Doi" P TS1 S ificotions _ _----- VVASHINGTON ItMIINt EP-00 Foundation Pion -- PO-"'ONW i RUMMO COMM 0011ft1b'-I1�fi EP-Ot levrl 2 Plan — EE-01 Interior Eost Elevation AMC-��d tttl�Osr�ltietlllosr-�����m GE1VFL* EE-02 In taior Elevation 0 Line V V R EEE-03 Interior Elevotion 0 line WW EE-D4 Interior west Elewtion EE-05 Interior North Elevation O00t MAY �3 1 200 _ - - EE-06 Interior South Elevation �WC 10 t�dQ.. 'I M�b EE-07 disc. Interior Devotion CITY OF TIGARD ES-01 Anchor Balt Detoiis IL OP901600M BUILDING DIVISION _ ED-01 Typicol Structurd Precost Connection Details _ amIN"Tin ED-02 T icol Structural Precast Connection Details - ED-03 T icol Structural Precost Connection Detoile ED-13 T icol Archite�cturol Precast Connection Detols PRECAST CONCR. ate: ED-11 1 icol Architectural Precost Connection Detols ED-15 T icol Architectural Precast Connection Detals RR-01 I-Boom Reinforcement Detois RR-02 R-Boom Reinforcement Details RR-03 Column Reinforcement Detols MP-1 i MISCELLANEOUS METAL - PRECAST EMBEDS _ MP-2 _ MISCELLANEOUS METAL - PRECAST EMEiEDS OREGON MP-3 MISCELLANEWS METAL - PRECAST EMBEDS ,t TIGARD, MP-4 MISCELLANEOUS METAL - PRECA;T EMBEDS MC-1 METAL - CAST-IN-PLACE EMBEDS SPE IAL 4 _ ` r Sate of ore�n Struct �.S0365 of - -----� ------ 4 13 uncret(i and ROlntorcl - ---_ -- F tallgd In C!�ncr t fy ❑ Bt-4ts Ins s1Irv- 14 --- - S� ^1 y ^/� 1gri3t' . lit. ,. t� i{ T,^1r fF Fic Sri Y�fT F �J �p +�i1! •�Otilie It- `J enc .��R�,�( �f 1 f� "r' � •� ..:�.1�F: Its! l. 'r F.+ `;' � F�Ot:^.iOrt'Iny� a.Gi �. i��s� ing I 'try VICINITY MAP -- —_ J P..1r.`rrca:j1Gyparjr:i C e e 'If %oincl uta: F:i — pr,y �,�;pi;od S U p•11;19s, Drilled Pers a ..t. J -P A C 1 * ' 1 C C3 Shotcr�ts Lp Sncclal Grading, f xC ,n —__--- — -- 0 $rtlok�' -Contiol CLARK PACIFIC JOB NOm #6014 P�9p •ons _ Y 0 74539PE oy CONTRACTOR'S STATE LICENCE NO. 69045`3OREGON _�. CH 9 G� - l�qM GENERAL CCmMMj%.;T0R EXPIRES 12/31/200 __ _ t DATE SIGNEDU. ,`,• HOWARD S. WRIGHT .� (3n } 425 NW 101h Ave., Sure 200 MAY 2 0 1005 MAY 20 2005 M * 0 Omml97; 09 _ _ _ U 91-1 - APPRAVFD PLANS _ ►c;. INCLUDE UN-ATTACNFDS ARCHITECT DLR Chou SPECIFICATION BMK _ tlIV*WEn _S,rRIJCTURAI. CAt,CS RECD MAY 2 3 2005 , _ -._._.. _ DLR 10 INC ,_,_GE OTECII RITORT []RfvrtE m Ar�7trr1-,I V:`(_)RW 1nN UQUI ID QI Tlnar(� ,�MISC LXKUMENTS ,1 c Tigard » ouMh Am, Sura 700 C]i-urn�t�� I ,. � City MAY ,� ,) �r�o.l r � ��s •�m�fln d plans WA. 98164 , .., ApPr �� CMPACIFIC ❑� �, f - Date -- CIO STRUCTURALn..�r�... ,.� : . ,� ��� ao�ay �, �,�ENGW EER - Noreenea^.� ' .'t . -, c.mrrers� �N t* e.-�w r i_: r.. •.2 t;fc tayractlsr f DLR GROUP INC. •• Math t'* rr-:;r�rr c' ,� P:A,s and spm fimom CLARK PACIFIC �r of a s;ec'fic Mtm >ttrs7 ntt Mx: r yw d er WWA*k d e" l�l RICaFIT3 REgERVED +�tlatmrnwe�� tlrew� ar +wo�In tltttMel CLARK PAC Fic �Itllwl b s mnrwrcnt The Cort-tc:r,i s rr s��au�ie b: m ry OMNM fr` tiA O. 900 FmMh Avle., Sups 700 wand and�.-�at N pb.�; by to a*fmWW N Nino, WA 98164 .r�.. d aoerl0urwr,: otiu*won d des v et WIS Ar^e �u ow�rlest.� �sMtss "m >� Howard s. wry hrt ter: i&VAN aw psr`esni0 d tflfiA Is a sale W adds"Bram a aft"et■ssse coma nvE ner - �, M Wo N Ion !guwe Pww 6014 sweaw►reeor sst aelruor►wq oro►a 0l�OIttI1PT10N DATE 011 CW "°�°'° Mcts+�w. trrll,Ili sY INVE --- RIM TITLESHEET TC 1 yyby . ..... ... _., �. .....�+.e_,...--....�.... -w,-nw-...�.�."_..�.. .....—+_s.... .. .. _. ..- ew+..�,._..._.. ....w-w..w.,n...w.A.��r. _.. -_ ....«.. .,. _ _n ►_'+.».+_++�7t+..+.'•9lrw..-.. ..t ,... ,..,;-.. .nvar..m...*gw..w..-•- —.. .. - - r vt R. r,� . � t <.. _\.•.�111r:.Yx,.uAt:w.�w::e i. Illi ILII illi Ifli 1111 IIII IISI SII"III; 1111 Ilii ;til Illi 1111 Ilii IIII lilt Illi II11 ILII IIII til! 1111 1111 ILII (III IIII Illi III I lilt 111! IIII IIII IIII IIII IIII Illi IIII IIII IIi1 IIII IIII 111i'llll ILII IIII IIII I II s�r� C m � I I I I I• I I I is I ( I I I I I I I I I II w � I 11, - t. Ides+I t� 4 R 1� 14 10 17 IIO 20 2I RZ �3 Z4 Z!3 d Z7 2d Q4 30 :;.. +` .�`yj Wk� • w " F 1 ^'E•+ 1 t T ii s I y FAk ' r 1. ReinIbrcing Steel .................................................................................... ASTM A615 Grade 80 M. Touch-up all zinc service ooadngs removed br andlor after welds have by welding PavW A. gym"venin C10*P=ft OtraNy Ca►Mrol PdW 10 11111116 'MIND 2. Stand*rd Madwna Bob ..................................... ASTM A307 Grade A. or SAE J429 Gude 2' Invecxbn using one of the follovft : s- Atf Mssl+salt shall millet n win tine 2001 OoNomta @ ij da p ootie end opp/oob paw 3. High-Stnenptim Machine Bolt .............N........ ASTM A325 Tarp* 1. ASTM A4411 Type 1,or SAE 1. Aerosol Bright Gelvenbsd Zlnc.Rich Paint Rust-Oleum 2117 Of ire A19C. LOWD bed EtlNitrrn.AWS'11.146 and AVMS 131.492. J429 Grads S 2. Aeroeol Cold-galvanizing Zino-Rlch Paint Rust-Oleum 2165 or IRC MH7035 C, AM 190 M0r1t%Wk s1vrM oatbnn eller 4ts 2001 ONrlblrtia St rip code and the apprabit 4. Nuts for Standard Machin*Bob and Threaded Studs ASTM A563 Grad*A Hex Nuts' 3. &x>-Rich Paint Federal Spectflostions DOD-P-2103511 and MIL-P-26615 Paf ft at. All 31&0 ane the 19'0 CRN howm r of Slandod Pladoe• 5. Nuts for Hbh-SUwVth Mad*w Bolls and Threaded Studs ........ ..... ..... ASTM A583 Grade A N. Lap SpIloss: Rsinbr>ring bars shall be lapped at lengthe and iocefta shown on the D. AN mMrlas mel m dole a b Cork PtarMc ehar be►.rpm npaNsd by a oNrOr, I Heavy Hex Nub' drawings. Wins mesh shall be legged one wMe spec*plus 2' (82.'minMxun)between n (o*rlwoale 41 "'M lltpiano*vm Clark Paudic Slandaf`i b a0a!pAtpanly weldable fteltn*rsjl !f. Coll Nuts .............Nub rnesRM>Q a rndnirrxrn prod load stress of 80 ksi, based on In outerrnxcst cross wires of adjacent sheets, E Rs1110M bens`ort d edpa d dssl prtod<1M pbr b defwrery. lbM1d r adgaa d ted t rieNe stress ansa of the nrtchirp coli rods and bolls specified in above` Field Bending: Field bending of reinforcing bora shah be reviewed by the engineer. oonneablr whale apeoMOary kmdoalNd an Cirlk PeoAa shop bwebtOti. .0'.441 In**rts ............................... ... MsnufwWred with minimum 0.315 anchor aArs*U.N.O. Bending of X8 bars and smaller shall be made cold. Bending of 08, 09 and 010 bars may F. 0 g Odes dear be dj aen to a000ldarnoe wOh AWS 01.1 Table a.1 and newt hero a 8. renul*s for S A%Iwd Machine Bogs and Thnieded Studs(UNC) .................................... Dayton be uniformly preheated to 1400 to 1600 degrees T and bent per CRSI roomnmendations. tWwF101101 spid Uncle obvMill- d 70 ML Supetior F-43 Plain Fermin' O. Provide a minimum of two (2)bar diameter space or 2 whichever is greeter, between A. 118 wd top p O0bupw used must be in oaftnrna wpm AWS slarubMa. 9. Unhardened Steel Plain Washers ..................................... ......... ASTM F844' mbar weld and start of bend. H_Al mNaldrM siren be p@ 00 -ed by a Mae asrlMed b AVMS standards for ire wak 10. Hardened Sbsel Plain Washers ..........N....................................................................... ASTM F436 P. Reber shall not be rebel t more than two(2)three at any gNw bend baton. 11. Welded Wire Fabric .N.................................................................................... ASTM Al 85 Q. No hot bending of,vbw !. VrIsM�9W9 eta�Itrltle dsa�rmMeO b be wMdeO as Mndloalsd on Clwlc Pao/l0 shop ............ R. Levelling bolts are part of permanent connection, leave in piece U.N.O. � 11I.PrWedve CQa ngs S. AN bolts and nuts to be"snug-tight"unless noted otherwise on the Clark Padic shop J. No aw wMNIt6 an Ail auoh barna no be efaolred Nitro vedwonal aro*Idft A• ftW Though S%e1 Servlce Coatings(removal prior to welding not req A ed): drawings. IedWEWgNXa` 1. Em ch Zinc Coalknge ................................................................................ ASTM 8833 T. After Anal alignment. bond all threaded listeners Ireocessibie to the blit with 100 % Ru AN aerate b be walled*hal be aebaOarhAl�y d aYrboe%Pwr rev nMan instars Mldir0 2. Mr*PJch Paints : RTV Silicon Rubber Adhesive Seeisnt from HI-TEC Industries such that it will prevent the Lr Promrlle a w**vum d a taw(2)bar rlarrlelsr epee beMwan mbar wild and*tart of band. a. Option 01 : Sartharn Coarngs'Chemdre 600, 20 to 4.0 wet mit moodmum. r,utafth from"backing off". Similarly, tedc weld all threerie fasteners eooessible to the M. P1+dlrralNlla!b be wlidsd In 6000rdawe wO AVMS 01.1. T"U_ Appy only in shop. Prepare tl metal to SSPC_SP 8 PUMMMUM. Use moans public. Important, do not tack weld "High-Strength"first*nsm. N. Cold 8a1W11Fp PAgUIarnanit-MN*M elm WN 00 of Pin AboW VNmIoA !MMM Is to be other than sohrenb to clean steel surfaces of grease and oft prior to blatlng. U. CharnXW and Wedge Anchors : Bent: Use only clear tap water to thin not mors than 10 % by volume. 1. Hilti Kwlk Boll-ll shall be designed br"No Special Inspection'allowable bads and 1. Sats ON Pines Ipw bdoM b. Option if2 : Continental Contingo Co., Inc. 409OX-1 Organic Zinc Dust Primer, Installed under the special Inspection aftarfa of the ER46V dated a. up to i/2"Thddt ................... 3!bras tine thMoicrm*ss d tin*mMsrlel 3.0 to 5.0 wet mile maximum. Apply only in shop. Prepare all metal to SSPC- February 1, 2001. The parson designated as special inspector shall be approved SP 6 sp*cMlcatbns. Reduce no mora than 35 %using ContinenW Corrtlngs by On goveming building OflfCial prior to anchor installation. Anchors shall not be 111111`1001116 and Ob"Ow bsinj 3S tele 11do ion dit wdltritr 1000C-44• used in concrete with an average 28 day air-dry unit weight less than or equal to 120 a, Rebar Dnp hot bwtiro d unbar MOmied): B. Won-Weld Thap4h S W Service Coatings(ran oval prior to wading required): pcf. Refer to manufacturers specifications for proper installation techniques. a• No• a Im No• d ctrl res .».. 4 bar d�mslsrs 1. Hot-Dipped Gahranizing for Shapes, Bars d Plates ASTM Al 23,or ASTM A153 2. Hlitl HVA Adhesive Anchors shall be designed ter No Special Inspection"allowable errl�rpe .NY.».»N•N.»».».N....................».N.N».»»N. b. Na. a 9ru Na•a9mar 9t■n nes a 9w 6 aWlupe and tlarr.............».»».»N.»... a bar d!■ -at@-a 2.Zine4tich PakMs SOPC•T'aint 20 applied to manutactur es epecifloedone. Apply loads and installed under the special Inspection atteris of the ER-5389 C. No. 1 rtru Ino• 11 .................»N............». �y In�P• dated October + 2002. The rson dee ted as, ai its shall be .....N».N..................N.N...».»».N.......... 8 bordim mines Pe Iprw Ped Inspector 10 bar Am oboe 3' Not-Dipped Gahsnizing for Rekdadrp ASTM A767 approved by the governing building official prior to anchor Installation. Anchors shell d• Noy 14 aid Na 1e ♦w•••Y•NN••N•••••«••••.••N••••Y«•N•NN•N•NN•»•N•••.N•N•N••••N•••Yr«• •............•....•.••.•.................•....N••••.,...•••••.•.•• O• MM WU 101111111111111010 titian b MOM 1110 all Oat IRa11d altntenit ddkwW to Ckvk protea 4. Epoxy-Coo"for Rol, lbrclrg .......... ASTM A775 not be used In concrete with an average 28 day air-dry unit weight lees than or equal ........................................... ant raaaamably dIN1olrOn illi. Any bbrl0ats0 111110Marlmsltlno e010eesNe dtetOrUorm w•be rejected. 5. EI*cirod*posbd Cadmium for Fasteners ...................... .ASTM 8788 to 120 pct. Refer to manufacturers speclAcatiarms for proper Installation techlquea.Groutsd C.Weld Through Steel Primer Coatings(rarnoval prior to welding not required): Connedbns : Refer to manufacturers spechf1catbns for proper grouting techniques. �)•� om 1. Red Iron Oxide Palms SSPC-Paint 11 ���: single(1)shop coat(2 sac rnis ma�drrx,rn) VI. StresSino 2. a (1)s minmaximurn) ,A, s.r1t Ca+or.1.caArrsela*alrermgirm o�acts�) A. Operator experience: All stressing operations shall be under the irnrnediste control of a . .,_. a. pfoom wiewe a ftdo w rr esa em p l IV. Used : person experienced in this type d work. ' •N N•N•NN•»•»•••••eNN•N.•N.NN•N••N••N•NN•NNNN N•• A. Nod . B. CaNbnrtbn: Each hydraulic Jade shall be calibrated with an socurate reading pressure IS. Ddu xm Co nmftIfl wvgM 0 7S chilli lam) gauge. Each anti ahaN have a oeRrfisd caNbnatbn chest K the msesursd ebrhgaflons a. 1r Squw1e Caluenrs .NN.N.»N.N....................NN.»...»..............N....................... .......... Saco pal V. Erection Requirements : 0 become lnoonsistent, the unit shall be recalibrated 1C. PntoaNt Colrtpw8019 btrpro n days(Na) A. Coordinele with Clark Padltc duality Control prix to voctrort. C. Jacking Force: The maximum lacking form shall not sauteed 80 % of the tendon's specified a spars 1AS.Comm owme a Caps ...N.N......N.NN.».........N....................N.N................ 5000 psi S. N*brei worts shall conform with the 2001 Callbrnis Building Code and applicebts portions tensile force, nor 94 %of the tendons specified yield force. The ma)dmum brce M the 2A 1) Itol VVV9 of Psoaat 1-learnt o Strobe(w0:alndry we w"lq «N.N.«r.«.»».«....... 140 pd of the RISC LRFD 2nd edMoon,AWS D1.1-96 and AWS D1.4-62. anchorage shall be 75 % of the specified isnaM force. L• Cos"VVWtR d all eller Floc st Mentermr o Sarvbe tm:at.&y unit ...N........... ,bo C. All=name.work shell conform with the 2001 Callfomis build Code andapplicable tendon ager �� Pd 1'mg porton*of the Alp 318-05 and the 1990 CR31 Manual of Standard Practice. D. Elongations: The measured tendon elongations shell be wltfikh 7 % o'the calculated 8. VMNidt b Shalt. 11111111101111111111 telt aatpol) can be tadW or welled Par AVMS D1.1 or D1.4 D. For lkted connections, ensure a1 edgea WWWW 111r91sr/O dMI011(0111 Cult Pa11Ac: on Clark Pacific shop drawings. haw been rounded mit;mere s khdicabed ebrmgatbns, or within 1/2 'ter short tendons. If the elongations oormsisiendy exceed I.M wslaaON Mall aa•iw4 Nrtret lAM•pmotpin011rs�snMr(8)and land(Pb) E. Field yMeldirp Electrodes: this Nmlt, reea"te the Jade unlL 1. Shielded Metal Arc Weldtmg aonrli>Z baloMr OA6 %.0.48%ane 0.06 `plodtr0t arma�lsls) E. Safety. Take all neoessary eahty precautions. Do not allow anybody to stand behind 2 alrroertr elreow.sa i r1a1w(Snr and rnlaMy .w».»...N........._......... ASTM A30irr or Thicker ......................... AWS^5.1 E7016 Uncoln Je weld I.14-70, jacks during atom". All personnel shah complete the required safety coarcts and shall . a• � »....N......NN.N.NN...........•N..........NNNNNN» ASTM Asa Graft or ASTM At301 118'or 5A'32'"dianm*tsr, h h*rnm*tbally sealedoormtakn*rs pass the required written examination at Are end d time course.' 4.Tube SW .......»....NN.N...N.N.N...».N................«NNN»NN AIRM AM Grade S. PY■4e lei G. Costsid and Uncoated SWO 18 Gauge three IV.......................... AWS A5.1 E6011 Unar)in a Bradt and eta.0M IM MOP) ASTM ASM Graft 3e Fkmb#*ld 35, 3132"dkmwW VII. Prestressed Concrete NM•NY•Y.Y_.Y•N Y•N•N«•N•••..•«••N« Atblbeobp 6w .«N««.«.»N.Y.YY.».NN•»..••.....Y...«..».NY.N.»»»N»N. AdTM A74r Gerd*90 2. FluorrCol+sd Arc 1MNdkp T. bddard blaoltbrt bit ASTM A106-SAS 10le to 1028 or A3e renwertal used a. Uncoated Steele 3M6'or Th kkw................................ AWS A5.20 E71T-8 Lincoln NR-232, A. Tendons: Prestressing tendons shall be uncoated, seven-wire low relaxation steel stand, b bolls rfleetbM ASTM A307 Graft A waiewrsnls 0.086'dianretsr and shell oonbmn to ASTM M 16. Grade 270. Tendons shah be 0.60"nomknel dtarnster, /. gbndald hoard$kx k(121C) .N........N.N...N..ASTM OW 0 ads C.ASTM b. Coated and Uncoated Steels 118"thru 1-11T Thick .............................. AWS A5.20 E71T 7 with an @me of 0.217 square Inches. AR2 aide 00 L irmolrn NR= O.Oad"dlernelsr a Lillie*lr tend"MNWO Ifs t and Tl olft ids .N...N.N...NN ASTM Ata-ME 1016 c. rooted and Uncoated Steals 18 Gauge Mm Ur Thick ........................... AVMS 115.20 El i T- B. Hardware, A^dhorag*vol coupling hardware shall conform to the r quirernw is of ACI _ b I=or AIIS nv*wir used to M hex ma onabt0 AS'1Sl AM 11 Lkxxin NR-211 IAP, O.Oar diameter 318 and the PO guideline specMoations. ataM A t�rM d. Coated and Urmoa 1 ff St to 25 Gauge thru IV .............................. AWS A5.20 E-71T-GS 1a Metier ler, Mean sob IN TiNerded SWb «Y.wN.N.«N••. ASTM Aloe-SM Conwhidd 15, 0.090"'or o.OW dIemeW VIII. Misoellan ous ' 1015 d 1101111111 ar Aa lltalarlM tase0 b hmy ho 1MI 11MIei10 F.N welding proosdures used must be In conbnrnanoe with AWS strmdards. N m A6RM AiNS Oleds A ti�trllerrt�alMs A. Non-shrink rout for cdurrmn base platys: Non+hrink grout shah be anon-metallic, ✓< �A. �f4 ri�!� y t , r 11•��a11I1� ..............AOTM A10�-� 1016�1�, �•7�6 lot! �•AM weldkmg ahne� b*parbrmsd �welders aertAMnd o AWS standards war�woAk g 4 r � premixed, comentitioua nbd1Ne With no ehrftage sAw piatwnent and no eD4na *w efler 11tlftirluwrc arwtr9m aor rvdalbob rlrrtt list be arAtStrrltd H. Wad only these materials deslgfrted to be wside es Indloal on Clark Prado shop set. Per A$TI1A•C-827. W Iwft ASTM A101-SA! 106 b tamwgg"•�rN ioad ell strength.she a0r 1or11 and � PSI at 28� �. perASTM Cr109, shell be at hest 30001p81 at one day and 0000 J. For coded aMls,ewom costing hes been runov from S. Special Inspection required In Nell for grouting all weld paths whei Clark Ig of 114 lftt*10 � ,, ,� field welding, and call InsKt p�bstton b Dayton Rlohmond call Ins*rb, Noir: 9 .,�, 1 S. lMM1w Mt brdald and Mi.ol+bte soil.and Thtr..aea OWN pjpQ P.aIAc ahoP dr.wirmgs expW"require such renmoval pdw b w.d% 3/4"dla. call rods will haw u n minimm d 2 1/4"penetration Into the Dayton Richmond Mmserts. Speolel Irspeotlon l• not repaired for .. �° AM 13A A/0/-GM,016 b 11�waft a mkown peso/bed ale lin d 1001111 is Wald poft must be bee d aur1 Indudlrp not and mill those harms stated to be for`temporary sa%ty onto'as those interns are not part d arm*firm design. ft"at 9w UVO deet"lli Of 9ie twtAltltlfr ON�h1d)ter a ir0h Of 900111011 soak.belote wring Is ow saw 0ed. a�b ver bdre nowbW N■r Ww. !1w L rlah4W rnattllal to be wellies b a000rdarae wilt AVM 131.1,Tibls elan gltnwn norrinr dNrltsAer d telt rte 11*61 tell I la100h Of Rovi um vowelItn4Mr and the vwaa/ C. All OW feelo w that ars exposed b the elements are redundant connectors Iter car Impect loads: Imillom no Are proorrp In dIN 0wef fte itnrlh etre low f blew:!rltMtbnm a�s1r required for steel fasterhefa designed by CIsAc PecNic. Ur`littler 1J72.Zd' 6W MAY + S 200'. x� i.Cru .. ••YY•«•vN1r•«w•w•w•Nn••N•«•w.••«_•Y•«Y•«NYr••«• LIW� •.•.N«•.N..N««..N.»N•N•N»•»•NN.N•N.....••N..•...NNN 1.Ta'Q.8y1.?S' 1'd oderd. E l CLW t"'IFIL •. •"- * � ••Nw•Y•»«••NNN w..M.N..w.Y.Yr.N.««.Y.«N.Y.»...N«....•... 1 �� ••r.«•Y•«N•«•.w•«•wY•Y•wN w•-N•N.N•N•N«•«»Y««Y• G Noss, ftft 10 fin ert0oly err N t>sollsd or 1001M per AM 01,1 w o11.4 air alliin NoGIP0slwt wllww ps111+aloan tecta arik earls=rd a*an a pwpb CLARK PACIFIC �, "1111111011111116Alts wa M• %ft1*f hue a1 0001NSNrn ave be laciest Or WIMNd• "*am ow w: infill vnaa.r W "n aa+ bm ALL RIGHTS RESERVED auem ell Cb*�dep drrtebtss ter nawerruoltwt aMelltMy prrpew mndlallt rive► a� W rotor a rwc earl Clank Pols: 2004 ecus: DP~sr. &". Mu CMMM M NO TAVM to w,wa, DATE *9" HO�Wi11pd S. Wright Crrsonk�by: war POP&O le 1�00Nv"% e"a �o+sars n oorrwsllr,M Wnhi= 5we Ptfid 5014 famE WAY poor r oow%XWM urs►ae IAV. DF8CrlPl DATE 11111r CMK 010CL WINWI". 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FACING NORTH E[-05 gal I I I I I i I f! !I I I cm I II 1 I �IIII Illilllil 1!Il�illi IIIIiiIII IJll�llli IIIIIIIII i►11�11!I 1111,111111 J) �ilil�llIIIIIIIIIIIIII�tIIlIII�i1!IIII11�11 ir�llil IIII�ItiI IIIIIIIII IIIII1111 ilillllll Iiit�llll illllilll tllllilll II!I�II11 Iillllil III111111 Illlllill IIII`lill Illilllll IIIIIIIII �'h' , I o i iz �3 is le I� �e �o zo tri zz za z� zd s� . io��.i �► a z� zb �o 0 s r ^ ' G y+ 4. 4 A V� , mw a l 1.. x ' S ----- �� -4• 4T-S• 27•-3• 4Y'4 4'-(f - --- 16•-Q1�• _ 6•-0' ----- -- 16'- S357L 10 �-3S�84R - 1 NO I" I —_.__..----._.,_—____._._..__.----_—_—___-- ___—a..—____— -------- — ;+�.I��..Ta►_{ 1.-_.—fir —�.�a•,+r_�'—(�'� ..v. 11 Y,�.-�: ..•+ 11 ..-rte ✓•-_y.�►�-+ti- + r-v. a,•�. a ..- ---_.__-_____--_ _._a-------- _.-___-"-----i- `_---------.'. - 1 N.+ • f •t t .r I .+ , , •1.,. f - y' 1 j .. :tt� 1. `� r r f' ` r f} .i! _ _ •' ',` •• .. 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ED �E 1 1 ' I 43.3 INTERIOR ELEVATION FACING NORTHuu INTERIOR ELEVATION FACING EAST EE.p� eCl1LE 3Hd'■1-0' (IIL' O1r0 UNE 43.3) I:E-07 8C&E, 3110• 110 (ALONG LINE UU) .8 SS.9 7 a .--� 6.9 X6A 23'-20 5'-6' 3'-93'' 1 S'-8. 1A-a,. S106R � T.O.S. El. Z2 270-9- EL , T.O.S. EL. T.O.S. EL S96L 227'-s• 227'-7 )' 217'-5 ) is 1 tT --- ----------- 1 '' - te -------- to ' k 1 U.S. El. 216'-6' , k K , 1 '��,d♦ik 4 I ' I ' 1 I za.o INTERIOR ELEVATION FACING SOUTH ~ uu INTERIOR ELEVATION FACING EAST +c Mr ' E�07 W-ALRE SW�T-W (ALONG L IM 2L0) "an$ EE-07 SCALE' 'MN D 1W (ALONG LOW Ul f y 4 . w 1Y iAs , - 'i I ' 1 �F{�4 �/(�y J�:'.. 1 r♦!t� ARK PAURC , / CLARK PACIFIC CLARK r ALL RIGHTS RlESEf 11�M IIMI1110d► >A� tri t"ago ^R 4 ,y11G sc.". Jnr-r�r or�►vrM rr. �u oiw�.i..�o.r.►�w►� a►Ts: anaia HOWARD S. WRI(3HT a+iam fr: �h, _:.b���.;b,�a1""•a � A/�AI�I!1��1 QOMRRl1�Tt WASH I NGTON SQUARE MALL 08 601 ���4 won�C�n N aonwaR,No�►e '"' °}`� ,'' wr�r►.Nor w awiau►=mm an DE•CIIfPT10N LLAT! 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III! r , o t ca �O 1 i 12 13 14 1e 1� I• ;s� 20 1 22 3 — - Qa 2e 27 2e 2D 30 ^K�H - l1 °(T 6#0161 • 100 All•Ma' Y� ��*'a0., .:. 1 ., _ �.. _ ... ...,. v � r xal a r� 1 � d Q d ° o ' J d ° Q 4 d ' +G1 d ' e o 41 ° e ° - r d e 4 ° r �' Y 7' ' v v f d T_r v 40 V ° d e d 4o v d n ° Q 4 d e ---- - ----- - ------ --- -- _ a _ d O •l v °d ° d d �f • ° eIla\ ° Ito d 14 L A A d o n d V ° d -° � d d O a - -- p Vd Q Q* d e d ° e v d d n 4 / d ° e - -- ' O O O d d d OF 4 4 N d , 404 d O d e a e If Q d G ,t d e v v 43.6) v A e If e 4 ' a ° dtl 7 TYPICAL ALONG "V V" & '%VW" LINES 4 CORNER 0 ?/26.6 • °° 4 ° Es-o� scALE. Ina TO 1 CORNER 0 XE/43.6 e d 4 v e 4 E$-01 SCALE: 1'•1'-W d V d A 1 d Q 4 d d 44 d °A . e ° 'A (39.� 9 LINES 33.1 & 33.2 ° ° ° �' r ° ° n ° ��' WAR 1••roe ° d41 r By 4 C 4 d 4 ° a d ° � d d d d 4 e d v d 4 64 • �-;c � ,. ry�,�+-y,tir4�kV-I,;t`;,'r•�r��A ' ` ,�;qtr,.y-' <��f�, Q a•w° 1 vI °e GI i11i)Q-ed�Iia l to ll°III°dfa— tldlal-ill�°ll°lllllld. dI.Il°lli ll°l lllvli�llll I��I�Itllll''r'!i I�ill)'.I�II I'I�I°vII Illd�l�4 lEl,d�idsl eRcdo!eod d wIr�I.°oi,w(emicl+�ol�-�(Ua■,In-deI°{�s I w!vIdcI d IdI d IIII i IfdC°7 61° 1,11-i II1 It I ditll(IIIIa tdldl°l p I°I IIIn 4 1d'1A 1a 1- ►� II,L I I_: Iol�lyIsI.IcI �I rr: °°e nd de°°CI•E_QS--�0/—e°1— dd �1��• ■1 d3 e - a d O 4 d d4 a '- °e b°a Q d Id Id 4 s TYPICAL ALONG "XE" LINE a4 4c - SCALE., I 'I'-V CORNER ZZ/39.1 $CALF* 1' 1*-W 4 dd 44I ° � � y f G d4 nd 4�v *�MP Od e aw2i a0o wwor� 2005ww' olv UARKPAGIM d d TYPICAL ALONG "S .9" LINE 4 1• 1'le 4 I.O 0 r r d p e d 4 4 O V d GO n On d e ° d q d a co O TYPICAL ALONG "? LIN 3 RNER ZTI .S s SCM F JA 1' rr E� 'h - - 67 .L CCLARK PACIFC a"•i ► �OMam! ALL RGHTS RESERVEDnow 1L. 2M A ftLO mv"wmwDAM nes HOS.ARD $. WRIGHT WASH I NfTON SGU. RE MALL "Ba ►awQ0: 1�4 ppoqoRiee"a a► w cN DWAOM� oomm rte� w a►� A BOL Doak ES41 .� 1O I I I ! e Iv 2� a3 2413 1 4 1d 1 �1 zs ze 274 ° ► rw ;r z - ,Yop M � r i t, 4' �• r I I I I I I 1 I SEE 10/ED-03 I FOR SPANDREL I CONNECTIONS I I I I `moi { 1 ((G G I VERIFY _ RIFY (4) j7 REBAR � 30' SQUARE C,I.P, I P6 1,_•� in .� BASE FIR IICNT POLE V I (BY OTHER;;) , ;y4' I I• IV x'r I 1.0 X 4• 1 160 X 4' L d ■ 6 ■ 1} ■ 0'-4' -- 9' - 9' ?� i'_� am 4 ( SAR 4 4 BAR . I P11MLj P11 P11 rl L 1 ( ' I 4 • 1 PZO - P20 I P20 P6 P20 �1 I� a 5 ■ I'-4.1r R.W. PAp I' x 5 z I'-4YI0 R.O.F. PAD fl z 5 z T 4Xj' s. ti• , R.O.F. PAD i Of • , — fc:3 — n - RETAIWNC NAZI a — erg 4; .•, (BY OTHERS) _ n a o 4�9 Iced P2 — b P2 P2 P4 Ir P3 HOLES REOUIRED FOR FORMSAVERS AS OCCUR 0 LK,'HT FIXTURES CORBEL BELOW, TYP. t SECTION RETAINING WALL 2 SECTION @ PRECAST SPANDREL 4!V OQIILOk 110"•,�d ��„Q� SCA A , ,? 1'4r I I I I I I 1 1 1 1 I I I I { 1 1 I 3 BEAMS to COLUMN LIGHT POLE 01 2 0 2005 'fL kk: "ACIFIC r 67 J CLARK PACIFIC CLARK PACI ALL RIGHTS RESERVED ,w,w��la w: a►wnLO�A-8M Ia s 2006 , ur•r4► oNuwN rr► is DAM NOpr01�/Y: Ar.w.� aom."nuR M WASHINGTON SQUARE MALL `8' 130',4 °� E O1�ML CSF®/IIS " ���r p'R t alAd11�1�CI,� 11E0CAflnT101d �� � CMIK CONNECTION DETAILS: 1 - 3 ED-01 r. rm BY DAT! d— Ill • s , k .. Ts4�'., ...' ,. ',W'.. - -, r"".�'.....�a......�wrr.�iw.�'+..��w.Mw•+.ww.sw►Yw.....�-«...,..w�w.."n+111�1. 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PAD ( •:��, Plant a 01 1 NIO m BIJIM TOO M R � � Sl�A1R CORBEL 0 E ILI OF SHEAR WALL (BY OTHERS) P10 r4"� BEAM to BEAM CONNECTION @ COLUMN 5 BEAM to END OF SHEAR WALL � ED t SCAL& , IM■ �•4r EQOQ SCALE: t Ur■t'•0• e 3 BEAMS to COLUMN SEE 3/ED-01 FOR �± DETABS N07 SHOW G ytDOw R I`i'x 12•x ?'-a• 1Q a �• PL X*x 7`x 2'-Or a" (a) tri x 6• shwa 0 /-By "W& P16 - — F�INGED FLOOR YARD Sl1e OX. By OUWL 14 1 /-CORBEL BELOW, IV. ' II P4 , 1 1 ' I I 1 j P20 I ii t I �o ' 0 0 ' Qo P20 • = I ; I s l P15 1 1 r �_-_ ILI . a cl.P. I • • MAY `} l) 1QQ r P15 L ILI ire • • 66A 3 BEAMS to COLUMN CLARK PACIFIC. cams 0 rACE • In of S HEM MAU '' Ep.p� SCALE , IX-1'4r (Irl OTTERS) POST-APPL ED CORBEL ` :• r EQ�'j SCALE 1 IX■trO of � 7 CLARK PACIFICPon IIIIIIIIdim kRK PACIMU ALL McMn RIESERVEO 1MNtll �., .M $cA« 1 ur- ra ��+ft. JC BEAM to FACE OF SHEAR WALL zoos D^n: >� a�w: soIIL! lure t,► su oww�,wo wwrn.l *e11K Mpses"I �"un M �"'"Mpumu�wMcw� WASH I NGTON SQUARE MALL 19' 6014 PAam.aar.a wwa r" IR•neo7M ws wlf l o►a aur MIM Umm an opcllnoli GATE BY CM IMMIGUNCIMM �m rteK nr OATr aEv� CONNECTION DETAILS: 4 - 7 ED42 y. ; -,. , an.r.« _ ..•,a,.,..w - .,,,,., ...,. r r"'i+ 4ifiliSj,. -�M1TrriIJY.i:+1➢MrMMMIMk'. T .- .w;loll.+ �ael► LiI1p1NA1R"#1llpn ... -_... "' i+ilIIII IIII illi IIII 1111 IIII lilt IIII Ilii IIII 1111'1,11 IIII 1111 IIII II I II11 Till ILII (Ill illi IIII IIII IIII 1111 III! 1111 IIII IIII 1113 I IIII IIII 1{II IIII ( I (ill III IIII{ ti 1 IIII IIII � � �m ! I i i I 1 1 1 � 1 1 1 1 I � I h ► I � I � I 0 I I I 1 1 f 14a� ��.w.l O I i3 r14 re 17 le 10 �' 2I I O 2111111112Z 3 24 2d O 2t� Z0 30 0 , y} a •..,r.;—...raf•-i.4Y ILYUJc.:rUY'..+n y,:4ka-i•.1Y1'..._...-.._—...-a...:r. _ __r..... .. - _-__.— M f r,= i 1- ___.___-? - P13 (ML P9 to' P9 3 I P12 } h >< s x I'-4•_v r R.O.F. PAD, TYP. TYP. T T i• 10 e BEAMS to GIRDER s RBeam to GIRDER SOMA 1 1Q"•114r E SCALE: I ,Ire 1,4' GL ,• 1- PL V;•x rx 2'-0' -- P14 P16 By omm By Others. 3 P9 10• 3 , PL Y4"x 12% 2'-8' •/ (8) Y•x 6• Studs 0 8 O.C. By others. P12 ' IE P20 •. r P19 .. Y �y ^k 1 R CL x S 1 1'-4- �s'zr R.O.F. PAO, TYP. n �gy 1- 10 Seem to GIRDER 1Z W398M W RBM feG.p� W 1 1Q`•1'4' �� rtot�� 1 >!•1ti0r . CORBEL 0 EN OF SHEAR WAU. (BY OWIERS) MA } 0 2005 DRAG CONNECTION to SHEAR WALL (,.1ARK PACIFIC z E� �cx� t trt=t•� CLARK PACIFICA R PAC FI ALL RIGHTS MW mom"Wamwam ft '"41' ovum'�""'e1 •�• 2W Al To Ioftwo su oiws�sr No m w��wK OA Oma" I cmemm BY: A/A�I�111�'rfRfel M aw.w.�u�,.�wowcaauiwc WASHINGTON SQUARE MALL 14 ►sews,poroma er oorwsrR.mono —.--- erMa w►�«eh�t auruonwo►us>•o►aw t�OCIrPT10N -DAM my Ct�MfDoocRvrw o.ao.�wmawr n.rwn>�cou�rR "Im w DMAT! e.c,�,,,R,,,,�,d CONNECTION OETAIL8: 8 - -;0, 77 - *�+ rudrA�i1 !lI4lUy� 1111 II I I II I III IIII I it III ilil II t ill III Iii I i 11 II i i I i III{ II I I i Illi I11 Ill ilil I 1 IIII� i !i I illIIII I! I till IIII Till ILII IIII III. IIII Ilil till 1111 iii IIII i I ..� a 10 1 i rz � i4 �o 21 2Z d �. 0 r ow II : e� r 4 iE t sy i. Y.• a1 H !h Q'. 4" A � 1" G ED-13 - -— ---- 4'-2'' ------ Li F __ _ ____^______ _ __._-____ �- Note: At 6 Slab The Distance I 6• Between The Bearing Angle And I _ _----- -.__ .___._ ____-_-- __-___ _._- -------_____-- 4,• L 'Y` Temporary Push/Pull Will Be Reduced By 1 �", Burke Shun '-"`� CF FID / ,• — 99 g• 4" Connection �� I n20 At EAD4 AEIUM 20] I ;;� OUT, , I R �.� 61Mj4 , L _33a, ts''-s• Blockout Concrete At Each __- Spondrel Connection & Pour I 1 Back .After 60 Days. By Others. P30 I I R J 2__ P18 I j 6•, o --_ -A- __- �n J Cut Out Before Blockout I i 1 a' Pour Back, B Others. I JAL I I V&4M s a as a asasaasaa� s i P18 - ! — I 1 J� - 1 -1 �315 13 \\U No swm T1ragA 3 j G1o�rnin or 004�n cow I 1 P22 P21 P34 Fr'orcbvI�afto _ % 2 rrerrMr�n� 511e I I I I I ! C4 11 T. C. El. X27` -W I / I J 1 ro x,r am/ 4 J --; i Sheorwall ! s SECTION COLUMN COVER — - 1 � scKe I ur 1 E l3 J o 1 P28 J (_10 CONNECTION@SHEARWALL J E l acAlt: 1 1R' 1'4' 1 Pi l / 1 J i" I �• CC!� fi i 1 MAY 2 0 7bil'. ~ S. ` CLARK P AC i ,k i P29 1 0► P29 J 4; 12 P35 _ _ L3 z. . 92 COLUMN COVER BOTTOM CONNECTION EO.13 scar � ,rr•r•ar -._ - ON CIUMN COVER CLARK PACIFIC PA�'1V3FI c �1� 11110" 1 tt•r r vWW am saw soon" s ALL RI(W,r3 WYCVED Ito ;11= MWAM 4' 20013 •ro ocKa � oft�oww or. I�u,oMrirwow�+��� olATa >wa awaap trr; oa.•w wvtu�Sol GFU ra WASHINGTON SQUARE MALL "8' 0014 .,�owa iwtr�o+m ir►con..R.wo� OWN�'�: s R rt�t irOWN ��cxr DATEter c��c aawwc.wo.a I ARCH. CONNECTION DETAILS: 1.4 EQ 13 INIwI�MylWo"w"k'"v• IrrMMi+P•r ,*M _ , ,..._ ..... .. .....w- ._..,.,...r._,.._..-_, ._ ...... .. .,,...,,,... „a..yl .rA •_ +.i,w._. nL ' Ili IIII IIII I i IIS I I ill 111 I IIII i I III (llf Ili I I 1111 I I IIII III IIII I I IIII i II IIII III I IIII IIII ILII IIII II II i Itll Ilil IIII IIII Illliill llil IIII IIII IIII IIII Illi III Ill) ( I I I II ... l,ii`J<T�LLi 1 1 "a� � � � C 1 f 1 } � � I� � ( I ( I ORE meal tit V1 � � � � I � I � I � I 11 I � 1 1 1 IZ 13 14 I© I'7► I® 10 20 21 22 23 a4 29 2'7 !! 4�i ad r , . .•y 1.1.1 I'l ff 1.1.1.1.1 1 1 A.1.1 1.1 OA A.y^ r .. .. -.. r . _. r: 1. t r 4" Note: At E 1� Slab The Distance Between The Bearing Angle And Push/Pull Will Be Reduced By 1 ". - I I I I I I I I I I I I I A I I I I G I GL i GL I � I Blockout Concrete At Each Spandrel Connection do Pour 1 -3 1'_33 M I I Back After 60 Do B Others. I Blockout Concrete At Each �--- I `l' �• y I I Blockout Concrete At Each I Spandrel Connection & Pour I Spandrel Connection & Pour �t I Back After 60 Days. By Others. C) I 116 Back After 60 Days. By Others. I NOTE I 6� I I t Pda r To Pbu► P6 I - "' I W) 16 i o Beck L 1 And L2 Acle Be AMY I P24 I RenewWwwod By � Ll , Pao a I P33 � l I R P24 I L1 I I P30 R — cNCII cv — — — — -- - _ —_ ——� -- -----— — 14 1 t � AlR r •. �- r- 00 �••� 4rn 18 _ -- -- A, 11 - - N 17 ti, C4 Temporary Connection C4 Jill r 64 SPANDREL COLUMN CONNECTION Eo,14 . , ,,Q..,,a 15 SPANDREL CONNECTION I-BEAM 1s SPANDREL CONNECTION @R-BEAM ED-14 �E , wr•r4r SCALE , ,Ir-r-W ED-14 N, G C �' 1' G G B -----------------�--- � , -------------------- �t � ( -_- -r---ted,-F.t�:a,• R 14 P31 P31 ;:. . .�. r' :. ;. ; . . . . ', MAY 2 U 00' r a' f. ., _ti . : ..• r ,,.• .: • . CLARK PACIFIC; *.• !r l '. .f'••..t• '''. •/� 'l,� . •�;� '•.' rs Plan View 'r r t � 11W V4 r / 7 TAM CLARK PACIFIC PA ' C ALL RIGHTS RESERVED ""'01"" 1p"0 "• " • �a SPANDRELJCOLUMN COVER CONNECTION A Plan View 2005 -,•4► w M °"+ "•r Il.l►Q. X14 90" 1 W•1�! X14 �Jlls 7 W•1'a Mu aw M AM VA nW K%"NK Fwd S• QATLt l�OA IMAAA�I��40MT11UR M WASHINGTON SQUARE MALL V 8014 rw: �:�:a oEsc noN or►� sir Z;W ^o"' BY °i'`M roNs ARCH. CONNECTION DETAILS: 13.18 E D4 4 4 rJM,1 F•641'jV ll yj,ypf i'.o.,. 0, ,.i,y�,p, ...iy/„15,. .a... ,..-..._«... _ .,. -.,�».....r.«.,-�,•.,-...�,K,,.rw•..-�+�.•e�..+.•. ., ..�.n.«.`.. � ��rt'�'�"' _ .. of 1 -. a el'r♦"M�YI'�� '1{I �,4i0.�FiF..9WE�'i" FI::, IIII lltlJill 1III IIII III {III III) III! IIII IIII 111! IIII {III IIII Ilii IIII IIII 1111 IIII IIII IIII IIII IIII 1111 Ilrl IIII IIII IIII I I IIII IIII IIII I I III IIII IIII I I {III IIII �11 � IO I t 12 13 14 IQ 17 18 IO .SIO ZZ 23 24 2S 7a e a X 310 r• �` :° '�� �p,fi. `��' T' .,s app � �,, s n • MON! � 1 �. 4N, Ilk 'Ad"d fj1_111J.1riliji JillWill 08 `. 41 9rdW {`y "4 1�� y, Vi' 1 1 y'. 4".. 40 r �• -- ----gy4a Pei I tq•� �uDu (GL) ! I I I I I t I I I I II o 6„ I 6" I _ --_ — U B SPANDREL CONNECTION AT CORNERS ED�1a 6CAL& T 1Q' T'a I ( Top Rod To Be Bent 8 X'• x 3'-0' Coil Rod h Nut I { I Tied Down To Obtain t' 0 12" O.C. 0 Center )S Of Ponelr--\ { Clear. By Others. By Olhrs. { I I { CV a a - _ 1 ! --- j. _. I ITV I I I I I I Temporary, Remove { I I I I I After Slob Is Cued. 1 I L13 titWP °! I + l to X14 ..t.... • w ; ` •— Twrtporvy, Remove 1 - 0 "'`� \ )4•o x 3'-0' Coil Rod dt Nut i Aftw gab h Cued. t ov>MZE Notts KWKD 0 4an O.C. 0 End }5 Of Panel do y Temporary, Remove Temporary. Remove ........ .-.... •-._.-._-_.-_. Aftw gob Is Cured. ME 2"MM \ 24' O.C. 0 Center }y Of Pond. • r - - B Aftw 'Slob Is Aired , - it i" "w I e y Others. 11 •4��, jr i - ;• t— �__-YI _'-'t ,'. ovum "DO D '' D�• ``'Y4 rN L13 4" 1n c CENTER OF SPANDREL CONNECTION TO SLAB 1 I I 1 I I I I I G I I { { 1'-3 A I R 6 JCC x Ir Foam Poo ktaufotion Installed By anRs. g• � 6" w — Ln ti { Top Rod To Be Bent (2) ii•o it 3'-00 Coif Rod Nut O �oo do I Mt! Tied Down To Obtain tMAY • 0 each and Of Pard. clear. By Othws_-\ By Other. I CM PACIFIC t - I CLARK PACIFIC . RK PACIFIC I V140 I11011 ALL RIGHTS RE3ERVED uawe r " Z00� �E 1 iit- ra D1111WN In: SAO. • END OF SPANDREL CONNECTION TO SLAB . su 0r1AN�1aa MO wnrna war DATE- 4MM I�dW►!� s. W I1t C10p��1'; �,i8 �LtE t 0�• 1� alleftAlL.t P%11L�wales Of ILAW Mara n�Otec1>m r+►oo..+..R.as,MWASHINGTON SQUARE MALL "8" 601 eMI w►r WN W otsuonIM usstat a DAYS 01/ CeN( • °1010'x'a'a . °°""@rt BY DAM REMfpNg ARCH. CONNECTIGN DETAIL$; 19- ED=15 , t LLC�IBII�ITY STRIP � • crn {ill ILII tial 1111 ILII Illi IIII Illi ILII IIII IIII IIII Illi ill{ IIII IIII IIII IIII Illi till IIII Illl t,,, ILII IIII IIII IIII IIII IIII I 1 I II (111 (III IIII III (III IIII II I IIII Itll Illt lilt IIII 1111 Illl IIII IIII IIII 'III I) I IIII i I I 1 I 1 t) III t o . f ta �3 �;0ft.I � �e 1T fe �© loll �0 al 8 2" r r+ r� r y . NON I 011 oar " r a +Y N < M ,s •A 3• r_ CI' _ Ful Tw HSS 4'x 3"x Yj'x 1'-0" 10I NC Topped Hole_ w/ PL %'x 3'x 4Y.' M• sSNi PL x 3 x V-5' Throught HSS do Plate. w/ (2) FB Wx Wx 1'-3%` V' 6'' 3' w/ (2) µ Rebor x 3'-09 1 1 3. w/ FB W;x 1Y' Strop. (2) /4 x 2'-0" SC' a' Z Typ, w/ t' NC Topped Hde ^,� w/ (2) NO% 2' Strops --- --- 2%' 3Ji• ( w/ (2) /4 Rebor x 11 1• ---_ — - -- -- •� 4. Z_ - _ 2. Tyw 14 192 i - (1) %1-0 HOLE • • with� • NUT, TACKED T* =VANIZE iK FV 3' SNS 2 �Tt� _ GALVANIZE �, , - 5' MAIC 4 MAKE o P36 SCALE 1 1J?•'-Tor MAKE 4 P3� SCALE 1 1R'•1'-0• 4 4 P30 scuta: 1 IIr-1'-0" 0 0 8' 2' 2' r 2' 3' PL Yx 4'x 0'-7• • w/ (4) #4 x 2'-0" (1) /4 x 4' .� b116 • w/ #5 Rebar x S' r - '� 2 TW. GALVANIZE ,2 • iii i� i � ' + L - ----, TSSx2xYxxO-6 _ 2 SN6 - - w/ PL x 2'x 3 • a± PL �i x 8'x 0'-B' w/ 1*0 Topped Hole. 1' Typ, (i) FB �'x ?' w/ (2) �•x 2' Strops /� 6 w/ 14' CoN Nut Tacked ` Over }�'# Hak }---- — PL x 3 x V-5' w/ (2) /4 w/ Wx 8' Hooks x 5' 2 1/2' ♦ 1` '^ ��• k111& 21RNI 69 ALVAZE 2 P37 � SCALA 1 Ur-R0' 4 4 1MAIC10 MAKE o P34 scute 1 1/r-Vr 10 t0 P31 SCALE: i•"1'-0' -- -- -10 T- 0 1 (2) 14x L r�LARK It ,. C4x7.25x4V w/ V0 x 3 X; Stud w/ (2) /3 x 2'-0" Locked To • Stud. 2. 20 _ _ _9 �v_ (2) FB Wx 2' TV. I N N /�.{I Z 1R 51td 2 M' CALAN/ZE PL 5/169x 5'x 1'-3' 3' 4 3• �` ALVigNlZE (2) !fi• HOLES with h'S NUTS. TACKED 32 _ MAKE P 10 SCALE: 1•a V& 10 10 PWMAKE SCALA 1 Ur w 1'4' d b I� t L 7 r W / �+L r CLARK PACIFIC wI OmmAmm CLARK PACIFIC ALL. RIC 'ITS RES 1 e n -Em �sorwx Wn T00s �u oRw�xo wlwrntw wwwxs N Norse HOWARD S. WRIGH I a, sci m rr: u►o. ww.wNs r...x arwbrrnuw rn[ . amen%. "%mU" M0 0Fc1AwWASHINGTON SOVARE MALL'B" 6014 P09wc Pwo+w".w.eo."w1nr.m0"d &VO w►rrM 0 ouRAMM ur►CO mv. OIBSC11PT10N DATE SY Cts .arcOm °oma"' "t SY DATE ,tE�is,o1V8 MISC. METAL: P30 • P37 MP= 4 IAGIBtUff - t Ofa�Al-)l l � l IITI II II II . IqIq"Jjj4IiI 10 11� 1a 13 14 0 19 ao al as 23 as ae 27 29 zo 3 4 t, � ; , f Y i 1 ri �4 r 1.� F 4. i t ALREADY FABRICATED ,a , 1'-1 q�k• _ � ..�6 f! Holes t•+6. -O O (1)-V Metal Template i w/(4) I�5 0 Holes _ !v _ w/(4) ;(6 1 Hobe 18• High Concrete Skew. •.J -tis• Holes 2• t'-8' 2' 2'-0• •'" i ®r, MAXE VN SCALE: 11#7• Nr n ao C1 SCALE: , irr•1'-0• MAX �Eao � ALREADY FABRICATED (2) 10 NC Nuts w/(2) Cut Washers - ao 1.0 x ?'-0• A36 J-Bolt. 0 6' MAKE ,si0 C2 MAKE 3s8 SCALE 11#7 Nr 1r36 0 SCALE 1 1Q•=1'-0• 348 3'38 PL •z 8•x 1'-3 • w/ (2) Pt y•x 2* Stiffeners w/ (1) 3.0 Hole . 4 Y, y. 1N Z Typ. 1"2=S .. f Tw ?. r • / ,y +i--{Tye' 11• 1. 4. 1. : MAY 2 0 200.5 CLW Rn'CIFICc3 — MAA scKE: , ,a• ,.o• 1s ,e CLARK PACIIIFICPACIFIC ALL MC*M RE88:rvw W a.�o w F s 2004 KAM , »r-ra 4OPOEM CONTPjarm DPAM rr. swD. su ows.�sooww+,sr w►�wra DAM 00 How*M S. WNW 0> a=o tw: ttU►o. /AlAI�1�1��1 tifR/1t MFFI ow00w.�wfa,Nowowca0uwc C6 ffM AO[tEt) 1012 4 N L40Washf UAfr Perk! li014 wr w►r ou�uonwq«100►cw OE�CAtt1PT10P1 DAM @1/ I CNK �. n-� DATEOI CIP w.c. law. MC=,I :. r � 11 111 ! iIiII .� l O II Tjuwmxry iti11IIIIO(III11711I 1IIIIII2III 21111ll.11i3 IIIIII2IIl 4IIIIII2III II I IZ 13 14 I 8 IIl dIIIIIII (111IIII I ! I t I I ItIIIIII �d 27 �6 20 30 0 :. TIFF , . .{�... ._ � d. .. ..,. ;• •. Bei t r _ ;N. • n ,JII�qN, .ri .lYia .in— _I�.a. ,::.a..►..:�`[.ui:c...J._.,.1...t.-.,.... ....�_a.. __.. -. -.�w. - s.. _._ .y- .. _.. �_.�..-_...___.�y..........�........... ._._ .._r..�..__.....�.�_.:,. -- ---_.........__.:..a.......irt...�. _ .,r,,,,.�: f f t JR, L�• ^t f ., H Lot 10 01Y. PER ml 01y. mflk 11SCRIPI0 RNT1K � 2.0' MAXIMUM .,t-�J � � �� 1 2 22 ALIM 2A' X W X 1/R' WALL, 130n KUi IUK C N �--- 41.00-- 41.00 TU CLEAR UNISTRUT Sc 05 2 12 132 ALUi 1.51' X U50' X "I AM IIIR Sin CK 3 4 44 ALUI 1.15' X5,15' X 0 ALU$ SIEEi (N (AP) S -� , +✓1•t'Y OF TIC'.ARU 4 2 22 AIIM 15,50' X 144A' X 1/2' IIK AIIM PLAIE X V N 1'-0" VERIFY IN FIELD BUILDING DIVISION 5 2 22 ALUU 2S0' X 144,x' X (BY OTHERS) .501 111L Alin TAR 511( C N I 6 2 22 AUM 2.50' X 144.W X 500 K ALUM iAR STOCK( C -- 168.50 1 12 132 ALUM 20 X W X .125' VALLI ALIM IUUIE,, Wn CN 8 12 132 ALUM 0' X 6143' X 250' 1111 ARM FLAIE X L 3.00-00 9 12 02 ALIM LU X Lb' X 325'111L ALUM NEI _ S VERIFY 1 36 3% UN 1.15' Ilk X 22' l KUI R01 C N IN 11 36 3% RU8KR .3011 X L7513 X .125' TH( RUBOCR VASTER � P 11EL D 12 36 3% ALUM LIT 08 X 25' 1111 ALUI PLAiE GAS RET. 910 L N (BY OTHERS) _ 11 12 132 ALUM .125 ALLN SKI 249 X Ulm' (an E11DS) X L 14 _ 6 66 ALUM ,090 A0 M136110' X 22.10' SR 1S _ 6 66 ktim LS' X 14r X 250' iNK AIIN PU1E X L .LOO1.00 L 0.50 16 p 132 AIUI 3/4' AUM PIPE Jl3' VN124.00' l C R 3.30 .----r � 11 2 22 ALM 811' X 18.0' X 251'111( AIIM PU1E (111X 111D X L - IlA 1 II AM 8.0' X 320' X 251'111( ARM PUIE (0 11K) X l 2.00 6. 0 L-T - 78.00 ._-- 18 6 66 ALU! 8A' X 14U X 251' ALUM PLAiE (DX 00 PLATES) S N (T YP.) 19A 12 132 4kA1 L0' X MIN( ALUM TAR 14kn C M s -� 32 191 4 44 ALUI I.0' X MIN( ALUi !AR ISt,SI'l. C - 9.80 30-75 19C 2 22 AUM LO' X 25U'11K NA TAR 29.S I c I 19D 12 132_ AUM 125' X 25VIIK ALUM C N 2.50 2.50 20 2 22 AUM J25' ALUM S1EE1 8r X 19 (COVER PLAID X P > • 26A 2 22 ALM .125 ALUM Wil 8A' X 32,1 (COVER PLAID XP Cim t'1 4 44 - 6.0' RUNT RAMI, MAL HALIDE, INV 0 5,50 L12� 3 33 - . 111 KA 0 r D 23 6 66 - 250 i lk HAUK FIOCD LOT 0 s 8,00 r'°'- � []REVIEWED-ADOITIOfV/ll INFORMATION RfQiUiRft� 24 6 66 1/2' 1 . ❑FURNISH AS COMM - EiPM LN1110111 GLASS, V/FRIi PAi1ERN 0 63.3 7 rte,,;ewer does riot a�,awft tO cw,I,-'*'1 um"u0m ^ 25 4 �44 ALUi 3/4' ALUM PPE JET WALL 1' L C separate letter I chaw order. 4 F �t 44 S.STI 3/4-10 X MAI SSiL &LD UE111 ROi 0 C ❑REVISE .�NtO I:ESI'i'�MR E,�,1 REIECTED 27 16 116 S.S1L 3/4-10 S�TL ;R� !!JT k t This n o�v is silly t.►r general conforrriarlor>M���V«���the f intorrt:aiw+&.`ven in Ox r onstwirr+rWu"w"tS CO"Oc rn a carrww.is 28 8 88 S.SIL ,815'11 X 2A0'00 X J25'iH( S.SiL VASTER ' E�G N T VIEW made on t'h:choa&a%ln' ,euring this r.A w do not relkve the contra tar X L SCALE 1-16 trom crmn,ianee v 11h Oc re.,u.rcments -.t the plans and %pec,fKatMns 96 10% S.SiL 1/4-21 X ,1501 S.S1L FLAT i 1 IMI iEAJ CAP SC1EV 0 F.ow%y p-P n 't ' r '' xtude rev'w (d an assembly of ;oobe n. ,. 1A,;trar.,r 1',W.ponsihle t« dM+Kr► � 30 24 todi �c A S.S1l 1/4-20 X L501 S.SiI I'lAl IEA1 SOKE11fA1 CAP SCREV 0 . �, ' ,u.' , �.,, ,ram,at►or, ed phi 31 24 _ 264 S.STI U4-20 X .500'1 S.S1l FLAT IEAD SOCl(E1 IEAD CAP SCREV �Y t•1N taJ+r:�11K1c1( .. ;t'S t!C'IfigU!'s. �'� 0 and ixc, iivc, ,o c.r t►c, the "'°'t ' "`�' °''" ,I6 396 SS1l 5/16-18 X L501 SSTI FIAT LEAD SOCKE1 IEAI CAP SCREV 0 i 4 �t;' ,�r to � ,' in ;�s]ie�fld s1�11t�. \ DATE 33 12 132 Ssll 8-32X .510 PAN IEA1 NhpNIE S��EV 0 ILA 34 24 2(,4 SSII 5/16-18 X .150'L S..S1l FLA] 1EnD SUI:r,EI IEAI CAP SCRE!' 0 i CI ; • MRED c ' . wp:r Armed I, ❑hn 21 HOWARD S. WRIGHT TiiIS rr' •-�-' C0?'STWJCTiON Ca. ,RIC LTi *.Cc �'"d" Submattll No S c ' mad:r cwmm e / at)C. .,[ jot1 r 30 tram t �,- �:ca tmocf ` 7 S, 1• ♦ Date\ / • 33 ` mn8r -Gorr b be TO t?Ie lib: pa tan tel'to 'A 1 0 2 200By 5 aw y 1 r'''•''• ager tr wAb tt o d a1 from Arch •• ` d1r - wm�c r ! vise A Rest,�mft ':'i i i•i,•ii•�• 1 70 1 t.,JCit1(1t'.Cb�fIS�11.iL�.'� •- �n ihis ubrwu Ht'lll N 7171 a;t "3 ..�;ajusd as a • >�� comAt c"Vk arld i.•t.lrh!i a:ttr that r+crmabon • �rrSt cl.�.�r.Cs gc"V/ WM t►e Cotrtt - . • RflYeG i?tAfS ti til:. iD ltlB C,SLK d X11:Illi?;4 , t•:L t.i ,fl'MCl"t�11 OI�xOAC / HOW.RRD$ 11At�NT(✓C)��I i�Ruc �. •• • i.l(_b.KS]F; 89229 J •�• •• • t • r i14 w •• •�,�' C25) / P F^ �.. 131 N tE / \ �e7G23PE9 .; ,ham•=_• O OREGON 2 �0.p �-- KA 21 EXPIRATION DATE: 7 / 1 4 / . NOTES, , 9 _ 1.) ALL INSTALLATION BY OTHERS. \ MOVED MN G iOL E S FROM 63.00' 10 58A0', CiIq E D MIG Ci�lD[11i1M1 °r � { 2.) ALL WIRING -- - , I I G BY OTHERS. ADDED ITEMS 19D 134 TO MEET CHIC. REQUIRE NiS 06/0/05 3.) PRODUCT SHIPPED AS SUB--ASSEMBLIES, -- SOME ASSEMBLY REQUIRED, BY OTHERS. Q REVISION GAZE gY 4.) PLEASE PROVIDE LENGTH REQUIREMENTS C 1 { f R FOR HANGER ASSEMBLY. US I�IER_.�Jj�(ARD S 1 �1 Ci�lS1RUCTION Ca DE � P21875-00 ISOM� I RIC VIE PROJECT; VASN ION MALL DAT 05/02/05 S.> PLEASE PROVIDE PAINT COLORS. LE _ C�•�. (� 16 O 4" sT� t► 19Oi�'„�S'l ��P;.: .� TiiLEI FIXTURE lY REVISED ,OkAVN DrI M APPROVED BYI GRAVING 21A15-00-ot Two al - - ...,........_...�,,......_..„.....�,..,_ . LL A APO iMA,ry ;. IRS IIiI IIII ILII 11lI 1111 Ilf{ fill Illi 111 Iltl IIII IIiI IIIc IIII iIII'1ii1 1111 IIII IIII Till IIII tilt iii III II11 IIII IIIi 1111 1111 I I II11 1111 ILII IIII IIII IIII II III III{ IIII III IIII IIII III III! IIII IIII IIII IIII Ilii IIII Iii (I I III iI ! , , t cmi � � iii l i rr O 1� r3 r4 re r`� i i r214 .- . •. -�. o�..I B O �U a Z 2 33 2!'i �e 2 7 2"e o 3 • � r +* �< ^i�^{ -Irk,.. '�' •: . y+a ... • x 14 AIIIA& of 41 It I MAJITild dll ill lilt IjIll h 11111111 lid If If 1 1111 Ill 11 .Jif �a.t�rW.. sss_.rur.M.i:�.�'a....;..:.... .. .��,:....:-i.._...�i�.,..iw�:...,- _ _._........1_ ,. .-.. �. -_� ---'..�..- -.... .,-a,..._......_.�..._,:.Y.....u..,.ra._... -.......:r u....,..:...,,..i.�-- -•- i.r.rrai,.;iau- - - -- -._u.- - _ -_ _ _ _ - -- 126-00- 13.00 -1 26.00-13.00 — 3.00 i 2Z 36.U'J s• s Zs st 42.00 O ppp e F �, 11-00 0 0 0 ii 02,00 s (THRU HOLE FOR SPRINKLER) 1,110 00 36. 14° 00 ® Ss.00 0 421 (HANGER MTG HOLES) ::.o:s .00 -Ms S U St: Z s Ssss� S��atsi 11.00 IL Olob lop 0 i 36.00 '•_ ' 22.00 10.n0 42.00 •k till I 2.00 �---- 2 4.UO ---� _ 3.00 _..l @ O Q O e) 2.00 2.00 [-j � PRo��s I N q `r�o ®7023PE9 ❑e VIEW BOTTOM VIEW c �' ALE 1-16 SCALE 1--16 OREGON v � 9 ?Qn �4(j �p EXFI�01I0N DATE: G' 3G D NOTESi •--�-; — 1.) ALL INSTALLATION BY OTHERS, HOW1,RD S. ARIGHT 2.) ALL WIRING BY OTHERS. CONSTRUCTION CO. 3,) PRODUCT SHIPPED AS SUB—ASSEMBLIES, S ibmittal Spcic. Section 3.00 SOME ASSEMBLY REQUIRED, BY OTHERS, oateliea 4,) PLEASE PROVIDE LENGTH REQUIREMENTS ,y 6OQ TO � , OR HANGER ASSEMBLY. /,u L Arch. _ 2 �U05 5.) PLEASE PROVIDE PAINT COLORS. 1 • • • I'•%� Alch l �eti„lirua 6.) SLEAVES WHERE SPRINKLER HEADS �a _ J!%ORECArnsNoG;; r�p„�R R I TRAVEL THROUGH ALUM, LIGHT BOXES 'n. suDm�Ral RlY1tY1 sti Ja oe c os4wd�as a WILL BE PROVIDED BY FORMS. � ~ I 4w 4m frr'cer�C cccrfNuils '�errcraltrp1,r� A ormabon 16.50 IltitCorttri.-t tk II;rw caia is sicersn--w or SUaphv 13156L7::jrj :Co,*t j:Wl of ,Wort • • • • • • t'��11'gr�S iY��;ir{T C^�TAX�'10 tom. ,. ....�..._�� ® DIVED MIG IBES FROM 63,00' 10 58.411', CHANGED WING CONDI 110N 4�/19/p�� MMG ADDED 11IMS 19D t 34 TO MEET CALC. REQUIREMENTS _ 06/06/US K% O REVISION DATE By ALUM FABRICATED LIGHT SHROUD CUSIARt HOVARD S VRIGHI 9XIMION Ca —_ ORDER NO. P2/A75-00 SIDE VIEW -- SCALE: 1_16 o Pt �S+StJr (E� PRO,JEC1t NAM MARE Will _ DATE., u�/OQ/OS t., "f,g q;;,P�Ar SOU16%P„1JPP311ILEt FIXTURE TYPE 2 - --- _ _ REV1SM (41wwo►m w�� nen-W42.Orno►jaae l l of Al Ahk MW o." - -- -- -_ _.�. w DRAWN, BY: MG APpROYED 9Y. DRAVING HL 21915-�-OQ ,.,.�:`.; k' .. � - _, «� •:+.-+,+AiMM4r►�,.,�{+rafC ►'+V°�^.. ,..-wX 4`.-. yi,w, Ilw+�#.W .1rMrr•+rwl+.w'�wrWWY . y ..;:.:rrav�,LfwWWI A" k#W5...3n.. - . MN► � w .�;,....:. „�wt�l�.nr�rll�liuha!�.r�"'R'^ .yew..«.. 4wK ter. wo ,M j2. arBnrff ffMTP � �x rr81r1r.1' 11111 IIII11111111111111lii1If1 lommul Ce 1 illi I II11�1111�1111�Illi I II1I1�1t►II I Il11i�s 1111 Iilli IIII I I I h� 11II' ll I IIII�IIII�III`I I II11 I I II II II IIlIII i IIII!I Ii2o l e �(4 �1e O � il I 21111�.'III I IIII�IIII I Ilil I IIII I Lill I iil ( I I I I ( il I Ili 23 24 2 !! 27 78 29 30 a it 1. w NONI • toi f . tiL` 00 Li y 1. .......... r 6: ui I REVISION, BY GENERAL NOTES Jt) 1. The skylights will be manufactured by DeaMor Associates Inc. The TYP ,L framing Is DeaMor Skylights standard fully guttered skylight r_ system as shown In the details. Installation will be by DeaMor. 2. The skylights are designed to carry a live load of 25 psf plus a ��� drifting as required. see accompanying calculations. n ��, The deflection Is limited to L/180. Wind load Is based on 80 mph, exposure "B". 4 11 III I Skylights are designed to withstand 120' F temperature swing dI I without permanent deformation. Skyl'ghts are deslgoed for Seismic Zone 3. i Supplemental engineering calculations accompany the drawings iI I and are Incorporated Into the skylight design. it 3. The Skylights are free of uncontrolled leakage of weter and air as determined by ASTM E-283 and ASTM E-331. Structural 1. B perf,)rmnnce of the assembly is verified by ASTM E-330. Test ; v reports are provided in the Supplemental Technical Data. 4. Alum num components are of the following alloys and temper: it 4 p I I I I ( Rafters 6063-T6 d) q '+ All other extrusions 6063-T5 120 Vtb' WP ON 6L I I I 4 6 '+ Flashings and Plates 5052-H32 � q v NOTE. 5. Alum num systems components will have a 0.7 mil Class 1 Q n + All dimensions must be guaranteed by the general contractor anodized finish. r Colo-: CLEAR or field neasured by DeaMor prior to fabrication. Your sig-iature on the guaranteed dimension line below states t0 that the dimensions shown in! bloc_Tc] will be held, all custom 6. All fasteners will be non-magnetic 300 series stainless steel where U materfair will be fabricated to these some dimensions and indt( ated. Steel fasteners will have a corrosion resistant coating. A U I I I I i w A � cannot be field modified. Fast -ners are designed for a safety factor of 4 to 1. All exposed = J d 4:12 ,�— a U. fasteners will be finished to match the skylight framing. GLASS TYPE GL-1 0 3 18.4j'. �----.--------J I ( � Guaronte«d Dimensions By: I I I _ 7. All dissimilar metals will be separated by 3M Scotchrop 50. block - 0 e I '" °s 10 mils thick. 'o vinyl All-Weather Corrosion Protection Tape, C141g Z I Z III I �, � w -- -17.6 8. Sealants between aluminum and glass will be one part neutral cure -1 ~ ® i Howard S. Wright Construction Date: silicone, Dow Corning #791. black. LL A ILI 01 C4 9. Backer rod behind sealants will be SOF Rod, as manufactured by or; Flelo Dimensions By: Appl'ed Extrusion Technologies, Inc. This Is a reticulated, closed II I cell `oom rod that does not absorb moisture and Is non-gassing when punctured. o dI I � � I I ( DeaMor Associates, Inc. Date: 10. Baffles located over the 1/4"0 weeps along the save angle ars PVC-coated Reticulated Industrial Foam, manufactured by Scotfoam A I I 4f �;m 4 ( I Corp. It Is an 30 pore/inch open cell, flexible polyurethane foam Q 4 ( I I 2 I I I with a PVC coating. . - 11. Norton Norseal V -740 expanded cellular foam glazing tape is used _ along the skylight perimeter for a seal against air infiltration. 3 I 12. Glazing gaskets are extruded 1/8"x t/2" 55-durometer Santoprene, 2 ( mec'ianically interlocked into the skylight frame and caps. II I 13. Glass blocking is provided by 80-durometer silicone setting blocks L EAVE ANGLE i I inter ocked or adhered to the skylight frame as shown in the D7 p 6feLICE t'4 PLC6) I ( I deta-Is. Blocking is located at 1/4 points along the glass edges r[i I I fully supporting the glass from sliding and lateral movement. I II U p r I I 14. Edge clearance between glass and adjacent framing surfaces will Q '� rE I — — -- — — __ — --- -- — — •-- — --- _- — __ _ ____ — — — be 4 minimum. In 15. GL-2 Glass: with/a 61/2"cai spaceInsulated and a laminated silicone units dual seal. -- - - Outer lite: 1/4" CLEAR Tempered Qloss - _-- - --- with Solarban 60 Low-E coating on 2 surface Inner lite: 7/16" laminated glass consisting of 2 j lite$ of 3/16" CLEAR Tempered glass 1� laminated with an .060" CLEAR PVB 1'- " 2101'70" .L-CL WP BELOW (62.15) I' 4" lamina Interlayer. " ( 11'-2" CL-CL T6 GL-3 Glass: 13/16" laminated units consisting of (2) lues 1 of 3/8" CLEAR Tempered glass laminated .2,-e„ OD CAARB with an .060" CLEAR PVB lamina Interloyer. = 3 SKYLIGHT PLAN VIEW - (12) THUS I 1!!"81'-®" ARCH. REF. , A405 Project Architect Review Stamp ICA Q � I i ,I •,� •; HOW S WRIGHT ,. EXISTING MALL , 'S.:. I f ; cv Q`' ` - .i r ' r fONS1'Ih11{C1-i-0N (0, v CO r 010 i. -.• - I - -' "--_�_ • M f �L sial (!I kp, I r ,� M AIE!)FA ArO Ia1Mef f .• r-- �� • - t' f Urn o t i; . ad PI, arch. Mal t� n 00 n I /� , I j ,,Jf.Ctt�C��ftns�r''::1 J .?9. rA Z 'IasWsllil U i�lj ! ' - 1 -'----- - -----— T I /' �0o J 0 �.� Q O Vow In ! tic,ri'�?:•F a. �• d ArrIt" - - - - - 4_i Ihl l'I r AT10"�ts�.lUK -- - - - -- --. ►4 -- I I -_ _ �' -t' - _ �'- ""_STRi1CT� �ANc�T SSkylight En sneer Stam Rt QTS Project 1 g P _ LM 1"I1SC (Structural Framing) �� ..• . .- I __ . _ _ - 1 .- - - QwvlrwTp Doti ty RMrMI)-A1xVTKV4A PO4 XtPAAtK)N ti(Ajimr) GA+RAIaE �; r i i I t MR (12) ! ! i ( flTIf7) ( I 0rLWI HAsCoMMO aceucT°e4� Sca s I!2"•I'-®" I I , b%M"H 6,n ler A11rMlff cAagw on(0,0W nro unit"•twM M, "...1►�..�.,- Ora n r » r KC 17896 I I I 1 ! ♦ � ._ 11M.w�,Y+H Mllr�'.'R► �. M "r N=?;f'v.( .�1 fdKCjd rri __ T_ > " �. • 'f Y,is•Ian pw"M b r o, T+nAwn f CQntleM s OW^Iw 6 Che -ked iii M a,t,.d"br.� ,r� •.,w 046%d.M"a.w wr two dill, 3 i�.errpYr.r_•, ,,,rr;xnss d tr�Irn rd� �� � r,nNN64 d I" Job D'.JQ29e _ f l 1r • I ( I If `1�3 rrbr a INpior.,�r r. �..r..lobe r 25. Pw ��. ■ o mdr'•vr - ,fR:iinntrn,^�I��r �l� a 0�� ✓✓✓ ,.�... G,(q E Q she �.. as pr".. alvntar d to wA w*r d r $ nIr ,; ,11WA N �/.011 Irl'mows ' ► _ v UI►tt r EXPI RIC68 1-8112006 KEYPLANP1QdE AillCH. A4� , l of �t b4���^gyp,•' �„'�''., + LAaIBIIXI'Y Cfli f ullllul�iilslil!Ij !sill iil,1'un inj�ill Illllllii VIII III IIIIIIIi�IIIlllll I III IIIIIIIIII IIU;Iliill I Intl 1 Co IO 11 1! I� 14 Is I Is Ip 1 :IZ !! >a $'f r • k 1� Allt 04 i rt i 1� r bt t t h REVISIONS l" _ to-RAPTEft _ 4 RARTER --------- LASO SIZE 6LA60 41zF - 1/2" 1/2" ALUM SNAP CAP x CONT - AMO V3" 6 1'4 414x1-3/4" HH 68 A-P1- W5W at 10" O/C - MILL PRESSURE PLATE l fFL� 040 ALUM PEAK CAP - x CONT - MILL ANO 81 DOW 0181 SILICONE SEALANT x CONT - 15LAC.K 3/0" 014, BACKE R RODl� I x 2" LG at 1/4 PTS 8? x GCNT _ � ' � �0 BANTOPRcNE GLAZING INSERT N, 4 1/4 x 1 1/8" SiLI. SETTING BLOCK VAa �' �_. 5" ALUM RAFTER $� cJ3 x 4" LONG - e 1/4 PTS - � R x T - r�— �� a CON ANO d F53 2 PER RFTR-MO W�' EAVE ALE x NG , II a x GC7NT. - ANO ?-4� LL 1/8" ALUM END PLATE W" SS M8 cD u .► �.� �� UE:LDED IN HIP, SEE 4 PER HIP - MILL s_ U l_W I I/4 E PN IC Mrs! W/LOCICNUT � ''� DETAIL 4/Z ALSO - �1 I 1/4" ALUM GOMPRE8810N RING P,SIO ? PER SPLICE - PNT -- � A ..� CR - ANO Ln •�i / I/8" EAVE SPLICE PLATE SP x 4" LONG - ANO i SEE PLAN " LOCATION, _ , O 9 "' Dom ALUM SPLICE COVER RAFTER DETAIL FL x 4" LONG - ANO - --- -- SEE PLAN FOR LOCATION NIP nT 2 HALF SCALE ARCH. REF. NONE_ _ J RETICULATED FOAM x 1 1/J" ✓ Cwr 5/2 3/4" S4 LONG - AT WEEPS - — - -- -4/8'' x I" HH ROLOX GRD? �F35 C51 'SIDE OF GRNR, INTO Q� f EP 3/16" STEEL EAVE PLATE EAVE PLATE - MILL (a _ x CONT, - ANO --� F31 014x!" g D-PT WSIU j( Q - I ul -- S OF RAFTER d MIDDAY 2 PEAK SECTIO! FL x CONT.ALUM FLASHING A-__ - . O CANG _/ HALF SCALE AIHREF 2 . . NONE CI� ICE 1 WATER SHIELD \ ��.• - "INT x GOVT - BLACK �4 1311fo" 3/8" x I" HH ROLOX GRD? 3/Ib" STEEL EAVE PLATE x 15" LONG, I EA SIDE OF CORNER R�4FneR _ F3� l?1 • ?4" O/C - MILL-- lam\ _ i - I \ F31 5) EA SIDE OF CORNER - MILL 77 ENO ft me. I I I410,WWI �L Z40" ALUM HIP FLASHING ? V4" 13/4" \ x CONT • ANO PERIMETER CAP o m x CONT - MILL F4 014 x I I/- HH 88 A-PT WSW d r 3/4" et I0" o% - MILL L CP 014x3" HH 55 B-PT I� 1/8" x 1-1/8" SILICONE4 1/4" F3J3 2PER TOEPNTLED -- , y- S14 SET LG BLOCK I/ WRAFTU '° 5" ALUM HIP ASSY Fh CCM"iPRE 5S I CSN RING 0,4x CONT _ ANO ►- ' I, SOTTO'l �/I E�JJ r ��4�- S CURD TION BY OTHERS FORCES ON STRUCTURAL d) I --- — - _ I Ph RAFTER . 110 PLF I - ---- - - - - - - tibslp X9/8 TS RlN3 Fv • RAFTER +8151b MT CTUD ' L 1/2",ft E RIo►� -6151b I q. HIP SECTION 7 HALF SCALE ARCH. REF. NONE `MEMBRANE AfW IRPORWr EEXT PRIOR NTERICRI 41QAP1°ED G YER TOP OF CURB J 1 � F56 3/8"x3/4" FH 68 MS TYP. - 6 EA SIDE OF CRNR - PNT a U ? 3/4" 13/1610 L ALUM. EAVE ANGLE v '� tUa ► e (irn o ell 414M-1 T 1/4" X 5" X 1" HIP EAR N v 4 CO1'"iPRESSION RINGS �\ ? PER HIP Z m oo PETAL LAYOUT y 7 O C: .tr ,u > N ' I in O 21--2"100 TO VERIFI FORCES ON STRUCTURAL (1b) 'f h PARALLEL TO HIP, POSITIVE OUTWARD/DOWN Skylight Engineer Stomp 411 (MR 62JD1 DL SNOW - CL-CL TEFL \ -_ (Structural Framing) F1,w .._. — ..---- ??,,b., OD CURD VERIFY _ 1400 5b50 .2eC0 -6000 Date 3-2I-9:lft- l - HIP Fv y¢IO 2000 40", -2400 ,j jLU C r uR, * < Scale NOTED 0 1 x�* Drown Kr' I EAVE SECTION HIP CONNECTION AT CORNER � I>1� Chocked 2 t4ALF SCAT-E ARCH. REF. • NONE w D .§ ,? h1h4L1� OCA LE MGN. REF. . 43/A425 qj �, JoD ?� �\25' 'PO ` 4 Q Sheet 9443 SW Beaverton-Hdirdala Hwy suft 210 i Portland Oregon 97711 - f 4u'4 iiJ�111111� 11-AI-91:0� l ph 503 203M9�11wdyN1 oo0m 203 9122 � —.—__ _ I •mow 2 of t C 17 „� I� nit I'Ul 11011til ;tli�llll� lil�Ul1111111t111 111111111111111111 III11tl 1111/1111 IIIIlII11 nl tlll�llll 111111 1111111 Ililllll IIIIIIIII IIII II111111 III, 1111 IIII 1111 ItltJllll 11111111 �I1111 T eel >�o�II.t'rY e'rRiP " 4 , C m 1 iI I I I ! I I I I __. --- E 1I 1 1 I IIII ntl►n flil t t1i 1i1 1 r 1 o•6. ow 1 • Y 1� I f 1 a 1? 14 I e 1� 1� to >t =II as > y 1 ! 2 e 27 2e 20 30 r R 1 • 1 � NpNI • IOZ N tl� f r�ua i G� 4k X �4 r r'A F a P5 A - - - - - - - - - - - - S 6 6 6_ 6 6 6,--*-6 5 1 ...._ ...,.........»»...»»»....».»......»».................................»__........».....»»_.:....». »»»...».»»,....»»»..» ..........7*"""­'­'*irnw-t--*----� Pw .A. PW LA0 1 LA" W49 MA-NEI! C tnr. — - - - - eoAcwlY 30�EMO OMl r j ERPENTINE (T (PE 1) : n"t , i - - - - - - - - - - - -- - -_... --- --•-•- .. ---- --... ...... _. ._._ ._.... . ... .. __. ... _.. -- _.._ --- ....- - _... -- - ---. _.... _... ...... Li s SERPENTINE BARS SHOWN ARE GENERIC. SEE SCHEDULE FOR SIZE & SPACING OF BARS. 1'-S- 3�.' � • 33,• MAY �� ?flat 'Y4' 4Y4* op,I - LARK iACIFIC `H --� SEE TABLE FOR 7 0 8•o.c. 4 O 4'o.c. 107 ROW q� REMAINDER OF REINFORCING` �. 138 + 14 - . . m n ..... .............. _ ..._.__.... .....__._..... ...-- _ .........................or /5 SFRP17NTINE T� L Gh 646 *01 I • .r . • • �- -- �,s- VA 4 ROWS • • ' • • • • • • , M ri DAPPED END REBAR 28 �•120 1. 20 r D ,'-S• P5 I-BEAM SECTION SCALE: 1" s V-0 'Ll' OEBW 0 ENDS AS OCCUR �.. L (SEE TABLE) -Lr DEBOND O ENDS — ---- - -BEAM REINFORCING SCHEDULE _ I-BEAM SECTION - STRANDS X0.6- DIAMETER) T�-.---�-- � ----- aCalt 114"•�1'-0r "� DESIGN / OF TEN90N PP DIM "A' DIM 'B- DIM 'C- DIM *D' Represrnls INFORMATION U DEBOND L2. DEBOND A rox. Comber SPECIAL I CASE ROW M STRANDS (KIPS) 0 ENDS ® 0 ENDS 0 L:rection Length/Type length/Type length/Type MESH I ength Piecemorks _. ____-- • 8A 6 1 10k r Air S 0 - - - i T�'I 4 0 - - - T-O- 5,-0' 14'-0' BALANCE XXXX CIP DECK IS SHORED, t I N 3 0 2 3/4 Type 4 Type 1 Type 2 MESH XXXX XXXX Elf AM IS NOT 11 F 1 2 6 37.5k - - 2 0 15'-0- E.E. I XXXX 1 7 37.5k 4 0 2' a E.E. "' Be 6 1 10k - - W-2.9 DURA-WEB S 0 - Y-00 51-00 BALANCE XXXX 4 0 - - 1- Type 3 Type 1 N/A MESH XXXX CIP DECK IS SHORED, 3 0 - - - BEAM IS NOT 2 3 Alk - - XXXX - xxxz b 1 5 Alk 2 0 2'-0- E.E. 6 1 tOk - - S 0 - - - CAZAIr HANGER s — s'-0• BALANCE XXXX AS OCCURS. • • • • • • • 4 O _ _ - XXXX Tya t N/A N/A MESH XXXX 3 O - - - CID DECK tS SHORED, • • • • • • 7 3 3B.1k - 3 * FULL LENGTH xxxz - - XXXX BEAM IS NOT. t S Wit 2 0 I!' o• E.E. ' I-BEAM SECTION � 5 -o - - - oAVPEo END Cr•-o-! 3'-D" BALANCE sCAL! 1 1T■ ,'-0r 4 0 - - XXXX XXXX AS 3 0 - - _ DETAIL. D Type � N/A MESH XXXX xxxz CIP DECK IS SHORED, 2 3 3 lk - - XXXX BFAM IS NOT. ` 1 6 38•tk 2 0 2'-0• E.E. ©CLARK PACARC PACIFIC ALL RIGHTS PI;SE rVW 01w a�.t „s W&M t�l►�I► t.p rwt t11 2006 c� �mm HOWARD S. WRIGHT W. � ALL OMwlIe1 NO w1�R1�1�1N1SIMl pope##"IN�JI mM""Lm M ,�,��'F�R•M WASH I NGTON SQUARE MALL "B' 6014 ."aw►r no•M ULIPL mmuman DtEMENlF'T,ON tDA?E /YI Cwc °'0 0'� .r"a O01"" �'" �' �� R�gq�g REINFORCING DETAILS: 143 AM RR�1 r ........... _ M 1111 ill Ifl I ( 11 II i II III (ill III{ ILII Ilil ILII 1111 ILII IIl1 ILII Ilil ILII Ilii ILII II!I ILII I .I illi ILII I I) ILII ILII ILII ILII ILII III! .III ILII ILII ILII 111) ILII ILII 1111 ILII ILII Till III 1 III 1111 IIIII III Ilii 1{ I IIIf �:arauua�ry � 1 . I d, .:_>�. tpw1e.I ow O I I I I 14 I I7 I8 Ip ZO 21 22 23 4 Za >� 27 P F� ^}1 +S �! ; � 0 BEARING AS OCCURS� P12 ON A 17' x 31' B O 24• x 35" C POCKET Ttiv. p ►toov txs •tY e.a-- ON •,• a���� �� ---��—------- -tr►. M Nots m • tr .c. HITTI oln�C+ ----- R-BEAM R84 11� p1N1[3 •tr •e --------- M pi/�BeEc • iroe - ;;}} W C f - —— _ —r --_ _. i 0 DAPPED E N D ---------------- CONDI TION.-----------------A D TIE SPACING SHOWN IS GENERIC. E. SEE SCHEDULE FOR SIZE & LOCATIONS� OC ONS OF BARS. c r-0' 1'_0• lb- 60. 14' 7• 7' 4-UB-1 (SEE SCHEDULE) F1 3� 11_—' 3' TYPICAL /3 S m TIE 1n t-- - -- __-- _- (SEE SCHEME) Row -- (2) - /9 EACH SIDE OF BLOCKOUT 4. ! 21' N01M 04 1" (3) ( I FULL LENGTH 4-HT-1 14' + (SEE SCHEDULE FOR 'L1' and 12') FULL2LENIC I TYPICAL /4 HOOP TIE (SEE SO4EUUIE FOR 11' and •L10) � ! � 12' ,r (3) 5-UB-1 (3) - 06 x c1q 0. 0 I i i~ rr 33 I��. I 36 38" • i �� `i �I U. ' intA ;., ( / N $ �' -(2) - #6 FULL LENGTH Lj OT 14 A FIC MW /2 - • • C4 ROW /2 -, • • •t2f EACH ENo 3• 2. 2. 2. 2. 2. 2. 2• �- EACH END R-BEAM STRAND SCHEDULE P17 Pts STRANDS (0.6` DIAMETER) R-B�EM�SECTiON�1� R-BEAM SECTION (2'-0") oESIGN 1 OF TENSION . . . . aM •A01M •B• DIM •c• SPEcuI •CALL B CASE ROW STRANDS KIPS L1 DEBOND L2 DEBOND Approx. Comber /4 HOOP TIE p4 HOOP TIE SL AS TIE Represents CONDITIONS E: 1 �� 1,-0, A (KIPS) 0 ENDS 0 ENDS ® 0 Erectron Piecc'norks R81 5 0 - - - UAPPED END 4 2 Sk - - - - XXXX AS OCCURS. 3 6 42.8k (6) O 4"o.c. (6) 0 8'o.c. (4)•�3 Xxxx 2 7 42.8k - 3 O 21'-0' E.E. 0 6 o.c. XXXX TOPPING IS SHORED, 1 7 42.8k 2 0 2'-U' E.E. - Xxxx BE:Ak1 I$ NOT. RB2 5 0 - - - Xxxx 4 2 5k BALANCE FULL LENGTH TOPPING IS SHORED, DMI. POINT 3 0 - - - Xxxx (6) 0 6"o.c. O 18•o.c. /3 O 120o.c. XXXX BEAM IS NOT 1'..p• (4) • 4"". 1•-6' 1'-p' (4) 0 4'ac. 1•_O• 2 1 AlXXXX Alk - ------ N HOOP -nom 1 3 38.1k - - RB3 5 0 - - - XXXX 4 2 5k - - I BALANCE FULL LENGTH Xxxx SHORED 3 0 - - - Xxxx 2 2 38.1k - _ (6) b 6`o.c. O 18'0.c. /3 0 12'o.c. Xxxx Xxxx 1 7 Wk 2 0 2'-O' E.E. - R83A 5 0 - - P8 4 2 5.0k _ Y BALANCE XXXX SLAB IS 94ORED. Xxxx 3 0 (8) • 6 o.c. 0 10*0,c. FULL LENGTH Xxxx BEAM 6 NOT 2 2 38.1k - _ /3 0 12'o.t. XXXX XXXX ----'--"'--"'-'- 1 7 38.tk (21 0 2'-0' E.E. R84 5 2 5.0k - - �- 1 1 4 0FULL XXXX - - - XXXX LENGTH FULL LENGTH XXXX 1 0 42.2k 4 0 d'-0' E.E. - • 12"o.c. N/A /4 • 12'o.c. Xxxx 'SHORED Xxxx 1 10 42.2% - BEARING POCKET �' S 2 - - = -- .r 4 2 �, _ BAlANt3= (4) /3 E.E. Xxxx _ Cw • - - - Xxxx (8) • 6'o.c. 0 IA"o.c. • 6'o.c. XXXX CIP DECK IS SHORED, SCALE. 1 • 1 -W 3 t 42.8k Xxxx BEAM !S NOT 2 7 42.E - - BALANCE 1 7 p • 12'o.c. xxXX 42At - - — °CLJkRK PACIFIC PACIFIC CLARK ALL RIGHTS RESERVED , CA � v ro�i�TANkCA."1 ` "`MMUN ic AuotMNMllwOMVA Rtelw►leIw11L DATL 4M SO HOWARD S. WRIGft HT oilAwM or M�l/II�M I�d1 COMT1nlit M WASHINGTON SQUARE MALL 'B' 0014 PALM rwortcWI ttr+co "WHI.AW nL •Asa MY I IM R OW DAVM us=am qty, pElw:owrT1pN DA112 e1/ Iw t�aa••• aw"WIc�Al�c." m rtDw sr d►11E REVt810N8 REINFORCING DETAILS: R-BEAM RR'OZ �1:... `' ISI► c mIlli III1lilt I III I 1111 ILII I 1111 Lill I 1111 ILII I lii1l I;1I i ILII�III!i IIIl! fill!(III 1111 M Ilii I llil i Illi�ILII i Itll�Illt II'LII I ILII I 1111�III!I I 1►1 Illi�III!I ILII I IL II!1111 ILII i ILII ILII I IL11 I ILII ILII I ILZII 2till i IL2II 3lowo.l O II IZ 13 la I 0 Ii � I � ILII IIlial sILII I(1Z11 d i �0 27 Z® o� 30 , -0 x�'y • ` NONI • 100 Aa Will 11141111111,11ti ti4.4 K ,,tet .ter \ a �k t. P11'-Go P10 (8) 06 FULL HEIGHT 2y4' 6A 6 4 ?�� 1/2' Chamfer lyp. 1/?" Chamler Typ AS OOaIRS N ININ Olot0� t f! - 4 11S OCCUR •Tr_ ` [4-ST-1 a 4'o.c. 4-ST-1 0 4'o.c. P1 Typical Full Height of Column Typical Full Height of Column COLUMN BASE PLATE TYPICAL COLUMN SECTION SECTrON A �L�O !���CORBEL b b 1'-6` P4 B. 160 INSERT 00 AS OCCUR— " !! — — tot X 30Xr// —._________1•-6w __ . 0 RB ONLY j} COIL ROD - } y�,l 11 (0 RB BRG ?C 1/2Chomftr Typ. l CORBELS) _J —n it - -r. n00 — ii ti ii W 1i P3 ;` t iiINN I ! II ;, i! If 9 _...__...___. ._.. I _...._._ ........ L.......... .J P1/10 Chamfer Typ. 2 ~ 4-ST-1 0 4'o.c. 4-ST-1 0 4'o.c. Typicol Full Height of Column lypicol Full Height of Column ® E POST-APPLIED CORBEL SECTION D SINGLE CORBEL SECTION acxE: , I,• *-wrr DFIC Vt 4-ST-1 III Tr I H0 4'ac. TTP. b s) is Nu mw CLARK PACIFICA P1CLARK PACIFIC ALL RIGHTS RESER��ED Gn ,a anew +s.afw aem GEIER&CONTRACTION rl'*%� �u oaw.w. �r►.s.sx M ~!Moor HOWARD S. WRIC3HT wltftlo�ata fflY; TYPICAL COLUMN „&,,.,..��"Indw a , ` �, •01115 1 v!!•1'4► owNw.uMAa1111M"Map CLAIM WASHINGTON SOLIARE MALL IS 0014 wwwwwo wR1101R M 1NR1�I COIR a DAMw FEINFORC,ING DET/ '�. COL jw s RR=03 Apr fie flTill!IN w Or1T! REVNION8 MAN +►AAr. > .. a ocMF �:. y,. _ .'.+...-.,,..�.....►...—.._--..-.ter...............,_ ._..._.,...�.-__..—_ - ...__...-, ...._...,..n-.+ __.,..--w.,...--.�...�.... ... «,..--..n.....�—..u.......�w., .mow .. .. IIYaWrwrt.a+rrw..aw�...�.•, sr^ ! !Ill II ( 1111 III 1111 IIII IIII illi IIII IIII sill IIII IIII llll IIII IIII IIII Ili! Ili) ill! Illi ill) 1111 IIII Ili! IAG�.t'ff � f Clll I I I I I I I I ( I I Illitllil III I Illl�lllllllilllilillil 111111 II IIIIIIIII Illilllll IIIIIIIII 111111111 llll�llli Illil11 li I II I 1 I II 1 �` i e I A 1 1 I Z I3 I4 I!! 17 18 19 20 21 22 23 24 gee � `7 I o twrrA.l a Z 11 !!0 J© it IL ilflN1 • t108 . {{ 1 ILIT1111 IIJI11111 If fill III fill if, 08 _ 4. u { f a; Y Y,. r 2" Y MC18x45.8x1'-4• - S•;,. 4 ' sn�os Le with COFED FLANGES t _ 2• 5• 20 EACH BIW :. . 2112 FROM END - in 1 - - r( U. Z - •� - CENTEIEp 3MG 2 - .r - N Typ. 2 ' IL L,4 :=PZ •+V - In O Foi- 50 3/4' CHAMFER. TYP. - IRC Point 2 Coots 3 Milt Min. « (2) f? 9 `-PL 1/2 x 9 x 1'-3 1/2' 5 _ d 5 - / This Side do Edges 01 Channel. 1 t " YZ • 1�': �Y• r(o I1RTvps / TTS. SIR —, -- (4) 17 x 1'-4" 3) 00 x 5!-0` I -(`) #6 x 3'-0. 2 14 (2) if Col Nuts Tacked 2 Over %70 Hole. t' TW O 3 • (4) ,k•f x 4• (2)-,3 x S -� 1M (8) PL 74• x 3 * x 0'-3 X�• o, L HEADED STUDS (A706) IL COPED TO FIT MC FLANGE BENT PL 1/8 x 5` LONG IdIz- r ==:==�3 OF M - �i) (4) L 5 x 5 it x 0'-68 ZRC Point Two Coote, Tom' 112 • 3 Mils Min. This SW* ALVANIZE M 1/e" BENT PL 2� Ed es a Plote. (4) PL x 3k x 0-3 L 51" 3 _ =x MAKE p 1 .-3y with 1•f Hole _� •, SCALE 1 til'•1.4' • DAPPED SEAil11M MAKE 71 MAKE SCALE 1 lir■114' 00+3 71 P3 SCALE 1 1R'• 1'-0' 14 MAKE 064 0 • 1111m BEMaNG POST-APPLIEDCOP4*-L P1 a V-Cr 82 04 --- • lr aIAMFEx, TYP. PL 16 x 171C r 1•-5 if BASE PUTS (4) to x lr-\ (2) L 7 x 4 x 14 x 1'-8' TYP. ZRC Point Two te• 1t-g" 11" 3 ' 3 Mils Min. This Side -- -- ----- TYP. 1�,. & Edges Of Charnel. ZRC Point Two Cools, :- 70 I l 3 M's Mm. This Side- O �— (4) i8 x 1'-d a h Edges 01 Plate. R?y• 5 50 ---- ZRC Point Two (,OOts. � (1) /6 ®AR _ ` CROSSBAR 1 s i • 3 L% MLR Thb 51de (4) V• x s (4) h'0 Coll Nuts 1/2" Cnomfer Typ. . HEADED STUDS EACH Tacked Over WO Hole. 70 B/td a 192 1 1/I6" • wa � M O O �^}�� FW"to `..R.'V PL.TYP.X 31e - SCAL ft 1 1A•rt 34.1 P101'-3 -� COLLM Cllr •v> to �. 1. 3 (2) N x 41fwith 2.0 HOLE x I'-_' Y4' - - _ ZRC PON Two Ow IWO Hole Contend. MC 18 x 42.7 x 1'-5 ij• - 3 Mh lift. WO %ft1'+ m w/ 6 kof x 4 )f Studs PL Wx 7'x 1'-4 - _ Z Ed" Of ChwAW - w/ �2� 1 f x 4' Coll Inserts Y 4" 4• 3• Todcod Om ' 'f Holer� --- X 13►4 x V-40 r MAY 2 U 2005 - . nv MAKE • i , SCAM 1 1fZ"•1'.0" �., n CLARK PACIFIG � A����rM SPANDREUCOLUMFMWM ltz=j (2) /3 HOOP TIE - (?} '3 HOOP TLE BUNDLED WITH P2 BUNDLED MIH P2 l le P6 MAKE 4 MAK MAKE N 4' (2) a r �C/1lE 1 iC'■1•a 4 4 P4 t�cALE 1 1 R•••1'-0' 14 t 4 P2 SCALE: 1•. 11'4r - a•a !s! Rb=111011111101 COLUMN CO11ftK — PosT.APPLIED 000M � �- �� �-% CLARK PACIFIC LAR IFI ALL RIGHTS RESERVED ees�eo�o iv � al•IIII.o�lxreele t?a tlawu P11 2005 - --- � � H01►V/1RD s. WR14HT �"� � Mu awreM NowwrnM w.E.K aH"M w: 1 Ur•tri •` t REt� 0...Ar.r.R aohr M •,wo �ak+,.u.io was>,car CLAM own�ftlift 4_�10d WASHINGTON SQUARE MALLOW 0014 . hlCe'ka./10'Aa�e''►QOi/M�R.AIO M ewra�r►r au�uon��oA us■siA a>t plSCf11PT10N DATE sY CMK 1111041101 to °�"0M° . 00�R mim By DATE Misc. METAL: F1 . P,1 MP-1 Or&L*M. ... NIK.._�•� � r 7 'AMt�LF� .. . w•!M/.wo,...;. . ,,.,_- .., ,...-._. _-.-+..«„w. .... .....-.,. —..-..,,..,,, ,,,, ,,,.—_..., ^rt1� �,'�>".. IZ• aTBU.M STRIP r � l � � � � � i11 iI f la �� 14 a4QfpmwI cm e 1o ao ai as a3 2 S as a7( 28 29 30 Y 4 KAJ IL T 11 fit 1111 r . ni ai o- ,e TW O r1 1 1.2 Tw L 7 x 4 x aj x i'-I' O~ 1 1Q (2) 15 x 30' (A706) ZRC Point Two Coots. - 6 (4) WO x 6 --- 1,-(f (2) /5 x 24• (A706) 3 HEADED STUDS 2. 2' J AINs Alin This Sld* • Edge a Of Angle. _ 40 40_ - •f- HEADED STUDS ,g• T1T. CAP PIIf x 2 x 0-4 (2) � x � CAP E'LY x 1x 0-4 (2) #7 x 6 + 45' E�dl TACKED Each TACK:D Sita 1 Fri >Y1d 1 Fao� (2) tel x 6` S �TYP. (Typ . • 31R .� 45- HEADED SRM TYP. Tm. 'L I� 8rd ��TYP. 4 T91! � • ut Tacked 4• '� a� 4' Center dolOver %s 4 Holo. - (2) )' Cd Nuts Tod ed • __ - - Oar s, Hoist PL x 7 x 1'-4' PL x 7 x 1'-1W � 16 L+ � Uwith NDER TS S �• F101E o 1�• 1�• Uwith NDER TS �• HOLE o 1�' 1}4• . 1.' + (2) /4 x 0'-6' (A706) (2) /4 x 1'-0' (A706) 1a 4. ?� P 12 SCALE. 1 1l2•-1'4r MA 10KE �o • p 1) x 1'-2' CAZALY BEAR N0 ,o PL )rx 3 )j'x O'-I'� • O N TYR E1S4 x 2 xY4 x0'-2' GETS 4 x 2 xX x0'-2' 9112 T56 x / x x ?'-10' I (FILL with STYROFOAM) (FILL with STYROFOAM) r 11' � • c 4 7' 4' ' r VAJME 1 7• LVAN/ZE 2 AL VAN/lx•E MARE to MAKE e N P17 s�E 10 Tor 10 10 P15 SCALE 1••1'4r e 8 (2) 17 7 (2) W x -- ---�; MAKE 1 9' 3' tT' 6' 6' 3' 4 • P18 ,tee 11a'•ta• � 1 6 � J4 x -—� ® -- g------ No 9' 2' 2j 0 PL x 9 x 1'-0' P13 - .MAKE 2 SCALE: 1•■ TO 2 2 fTUOG• 4' 1• 1• .1' EACH BAR 1 1 N TYP.�11a :is rl101110l0 1 I / � 3-3' � .+ o o • us (2) -Y4'0 x 4 7C 1° * S-Y 2�" 4--_ - - -TS 4 x 4 x }� x 3'-3• • HEADED STUDS _ ---- � Lo. 11 11 2 11 II 11 11 � 11 II 1 1 I 1 6ha ' II 11 1 AL VAN/ZE � 1 1 1 1 � 11 II N • U1 XTYp- PL, Vx 10'x 1'-1 )r n w/ Studs �4� h-O x 4 I' — i . . of (2) rho Pt. WX 3'x i'-1 )• 2RS x 1 w 2 JT1 x 4 )C Stud& 10- Srt+os (A706) NT PL 1/8 x S' LONC 1 -4y• 6• 6• iw 3• /4 x 4' • I �►. �., PL )Cx 2'x o'-s• �• �°` ;f-1Y 2 Q 2�0 w/ Ice x 3 No Ca womi « Tocked or.► I�•, HoN. f�ARK PACi�lr-: 70 IN Kill PLALVANIZE pr P14 -- MA1( WALE: 1•� MAKE N MAKE e P 1 1!' 1r4• a.S « P18 scat 1•-r a 4P 0=01 P16 MAKE • Trwc.K COAL couom oo�r� �:oaU� m 1'• 1'� s e ^ .. - SEAM Io MBAR dYNll ?� r (v CLA RK PACIFIC CLARK. PA ALL RIGHTS RESERVED21stm mom'� '"�'"' �� 2pp6 —' M Notes ISION �u awM+sls nsowwr�wl w�,wxc a►n 4R+a REV HOWARD S. WRIGHT u+sp�/1►; xrwm"i � ,. imm Oma.w, w =TXm0p0UW twxr"a"i AAds+0 lNou"ma 4=0 WASHINGTON SQUARE M&L■ r 6014 rw IMI roo.rwrR.Am" o a`a y niour°i�'0�aami�ar n1s,A Enr DATE oE>dct�noM or►TE w c►«c 0,�1„Q REN1®IONS MI$C. METAL: P12 - MP•Z » Lz TA Ulf y, y< til III Ilrl IIII IIII i Ilii III IIII I II � III) II IIII ( ( �� 1 I I � i ���� lill Illilllll IIII (��� IIII IIII (III IIII ���� IIII IIII 1111 IIII IIII IIII IIII IIII IIII 1I ( !� I 1 p .Ma �� I �� �� I4 Ie I7 Ie �0 20 a� 2a a3 a4 ate o a. e x 28 2 Uii 3 0 t - O { NpM! s , `,j, s _ —. _ ,- _.. i-.,.:.......-...... :.....,. ,.... ..a._. .a_...r..enc®_ ..r.a._....uw. s.._ ._.—.......1.__..il. _ . . ..3... _-_ , itI I iry' } (4) Yr HOLE eSTUDS& 2' 46 4}b' 3Y4' 416. 2 •. 1�ttt� ,tip, 3 � L 3"x 8"x 1"x 0'-8" d � �� t�EM w/� w/ (2} �L �" Stiffeners. w C o1R 3' AERO S1tJDS Sidi �' • �v _—, - --— -- N H "' TW 2 4S' . I )' Coli Nut T0*0d S 145- C1111!1ered 0w WO Hob. PL 3/8x6xl'-3 1/2' N 4 Typ. — CENT1 �� 4Y' s' _ . I • 1/4 Full 1 3MG Z 6 '-3/4 CHAMFER, TYP. L 6 14 x 16 x 104" \2 (AALVANIZE Ir-(2)-/4 x 18' Jr s s�' MAWHEADED STWS (A706) x --/ (4) /6 x .3#-O@ PZ? e WAM 1 lAr•ra S e ANT PL 1/8 x S' LONG u•a r N d ool P21 _- MAKE �-e.. SCALE: 1I 117'-1-0' e 6 � "2% COLUMN BASE PL®09 SLVANIZE JC PL lei S'1l 1'-3' �VAN/ZE (8) /4 x 0'-11h" (4) L 6' x 6' x )i x 0'-6' w/ (4) 3"0 Holesl,-� t/ (S) )CO x 4 )C Study w/ 2'0 Hole t/ Jr Cd *A Todd 1'-7%., w/ PL 1'x 5'x 0'-5' Oar WO Mob. P25 M� 3 T11P. c= -� — 4�` " 5J " 5J " 4�` N w/ 1* NC Topped Hole. „ �'IILE 1 1�2'•1'-Or $ 511e 1 /16 4 _4 /1 fj w Y 4 Y2 14• IB BLAFW10 PLATE N -- 7» 13�• 7(4) PL N� x 7' x 0'-7'—/"— . + ---f- 7Z - 6 v (T* 5-Y4 J � I 2 STUDS a ! 0 13 2' 2' 4' MAKE s R P23 SCILLE: 1 1R'=1•-0' S b `- Drill Top 1' H0 !9 EACH& R 3/ �► I 3 --In PL do T5 After fAiCM N 7Y16. �16 7�6 Assembled. irl 3' S• 3' x' COLUMN SASE PL 0 OB _ �._-__--_ QW2Y2 to r O � MAKE e MAW a PL %'x 6'x 0'-8 74' P22 SCALE 1 trr ' P� �-o° _ e 8 OCAi� 114'•1W 6 8 � � w/ (2) X1'4 x 4 )' Studs 1. 1' ` Oe4we Clown an Oewiowo6 • 8PAHOREL BEARING PLATE 6. PL 3/8.6x1'-3 1/2' ' (2)-/4 x 18' ZR07 Point Two Cools, 1S' Coll Nut Tocked do PL 'x 5'x 1'-0' 3 Mils (lir+ . 169 Side ,t Centered Over 1Kill"d Hole, w/ (4) )'d x 4 k' Studs h Edges Of Plate. 3A• _ w/ Coil Nut Tocked _\ 611t3� Over 19 0 Hole. x I 7 HEADED STIRS (A706) ; i BENT PL 1/8 x 5' LONG PMAKE 24 a SCALE: 1 1R'•TO e d — — SPANDREL SEM04 PLATE 4s ^,x �xk f 10 1 -� ALVAN/ZE _ _ BENT PL ® � o' MAIC 3 FW 0 MA , 1P1"•1,411' S 14.4 EiAAINO MATE �jq % 'AGl�!C P28 -- _ MAKE e acALE 1r! •• i'0" e NLOXUMN aKtmr CLARK PACIFICCLA A C k' ALL RIGHTS RESERVED A ��r«� � � awlraal�� Tri �►«� 2M arwaaes aowwr,.Nw►...� Asp HOWARD & WRIGHT awwrr: APPOAAA�eft Ir"M ow.1111w.uPwla,..or WCWMAW WASHING TON SGIUARE MALL'S" 6014 ,. �AlJl40.�tlQts�I QO/�R.NO M 1111101111111111 MY TMP�M"0A'i°wM`a�w:R nyN w a►T1R °� 01►TE Er c�oc 5. REV18 MI8C. METAL: P12 - MP-3 R � r A III t ! I fill 1111 IIII 1111 !!il illi 1111 1111 Illi 1111 III! 1111 1111 111 IIII Illi IIII IIII 1111 illi IIII IIII 1111 ! IIII IIII II•I IIII IIII IIII IIII IIII IIII l!II IIII IIII IIII 1111 till Ilfl IIII IIII IIII II I IIII � I I I I I I1 I I IIII I 10 i I 12 13 14 16 17 118 l 0 20 21 2 2 23 �4 �!� �S Q � go 30 { ip ';; Y I All dimensions must be guaranteed by the general contractor REVISIONS By field measured by Dv.Mor prior to fabrication. Your signature on the guaranteed dimension line below states that the dimensions shown In��!will be held, all custom materials will be fabricated to these some dimensions and cannot be field modified. X04 XC Guaranteed Dimensions By: m- Howard S. Wright Construction Date: 43'-0" or; Field Dimensions By: `'-4" , 11 (5l/A135) ~Iv I 21-411 Deaw r A o Associates, Inc. Date: 5 TYP -- ZZ -_ TSCL - - _ --- - --- -- - — — ----- - - — _ — — — — �` -� U. o � LL u n �S TY�GL TSAX6XI/4 STRUCTURE I I — I \� pY FAB. PRODUCTS I I \ I I U o STEELCOW lu a '3 23030 •� � 1 \ - / I 1-- Z 9 15 I / / 6 \ I 5 I Ito1 �' TYP \ ! I I I ELE 59 PEAK v I Z" \ I I I I _rn SIM 1 3� / 4 \ II ) I elm 1 \\ (P _-- SUPPOIQT CLIP, I I I TYP (a) PLCS 2 EE 4/54 j – FLUSN SILICONE JOINT TYP 5 \ \ I I I 2 \ eA SIM \, TC CL - 1„ --- Ta CL INTERSECT POINT END PLATED RAFTER IA CIO VECTION SIM TO 5/5, TYP (e) PLG6 1,.211 -- -Ml-4” CL-CL TO 40'-&" OD CURB I c ap u'1 1 Ucy) OPq to t 3vn 0 -, 0 z > g (00 In ^ v Q < C .. o � C Ln Skylight Engineer Stamp ENTRY CANOPY FLAN VIEW ( 2 THUS , (Structural Framing) Gate 3-71- 05 •�wuC rUl14 HALF 3GALE ARCH. REF. 45/A4.08 BooleI Pot i/7".►'_m" +/7e91f ♦ Drown KC Q rOWDY] r � v Checked o Job O5,4D9�e C�qS E QP Sheet 8443 SW Beaverton H0lsdsle Hwy,suit 210 EXPIRES It-e1 �Od Portland Oregon 417221 — ph S03 203 8111 h 503 203 8122 WWI Wdyl nom at (f J .;.,W.k, .. ,- _-_,.k,,,. „„ ..._ , ,>�".,:�R, .. �a'+r�Mar+�wmri�tnswww► _ 611111-00 TI d Y 1II I►�ullflnlll111llnlltnillillll IIII111 I Illn!Ilnllllnllllnt IIIIIilllnlilllll IInIIIII Iulll1 111)1111 1111!11! II111:11111IIi1111111111l1111111111III� ILEIBII� 'Y aLRCh IIIIIIIIuIIit{Iuln 10 11 fit 11� n In ( u n 1 tl lul 1111 ' -- - 14 Ile 17 I s Iii SO 21 212 23 • _ ,-1111 MOMi s i0e w” I IN 11 I 0E { �- F F, 4 1, R p r 55 x 2 x Ids 91.L 1//4 BLOCK PTS REVISIONS BY I " S4 1/6 x 65/16" BILI. SETTING BLOCK x 4" LONG - a 1/4 PTS 53 1/4 x 1 1/0" SILL SETTING BLOCK x 4" LONG - a 1/4 PTO a b O SILICONE GLAZING WEDGE X 4" LONG a 1/4 POINTS - MILL b� — r ' SEC ION AT GLASS BL ING (1/4 POI S) b 1/6 X 15/16" X 1 1/4" ALUM CHANNEL X 3 3/6" LONG - I PER CROSSBAR END 'f (SEE 3/4 ALSO) gI DOW '1651 SILICONE SEALANT x CONT - BLACK - '14x1" HH 88 B-PT WSW x ,� / F31 2 PER CROSSBAR END - MILL LL a- 3/0t, DIA- BACKER ROD z N 4 052 x CONT -- ---- -- -- — F54 412 X 1/2" FH 68 F-PT m d 4 PER CROSSBAR END - PNT a � � a• R 5" ALUM CROSSBAR HIGH GUTTER "' TO R u![WEE" O x CONT - PNT y R Ca1TTlR O - V 1wyaN°-- 1/4"X 2" X 3" ALUM CLIP - CL) EA SIDE OF RAFTER - PNT tltl LL - SIM 1/4"X 2" X 5 5/8ii ALUM CLIP ( �; GL2 EA SIDE OF RAFTER - PNT OC V r~ �'— - F 3 1] 414x1" HH SS 5-PT WSW u� Q at 4 PER CLIP - PNT - ��/ U_ Q TSl3XbXl/4 BY FAB. PRODUCTS, / SEE 4/5 FOR CONNECTION Q �� � /'.' TO HIP STEEL (P DOW BI DOW 4'191 SILICONE SEALANT • p� x CONT - BLACK 3ff' DIA. BACKER ROD JM ,� 2 CROS55AR SECTION I'ION a� / � o x CONT ----- - - �I HALF SCALE ARCH. REF. . NONE 114 x I I/S" SIL,. BETTING BLOCK aJ3 x 4" LONG - a 1/4 PTS ----- F5b 1/4"x3/4" PH 66 MS W/LOC•KNUT is Q a5 -- 2 PER SPLICE - PNT FS 1/4 x I FH 66 MS --.-- ? IV TR FNT / AT PER / - I/4 EAVE SPLICE P1_ 5P x ' LONG - ANO AA O 1/ X I" X S 1/4" ALUM ANGLE X 4" LONG SEE PLAN FOR LOC ION RAFTER CL MILL .� 040 ALUM SPL COVER qD x 4 LONG _ 3/I6ALUM PL SEE PLAN LOCA G '7 WELDE O G AR 412 X 1/2" RH SS F-FT - - - - _-_-- A ' �� TNI ATI TW FACETS 2 PER ANGLE MILL - -- - - -- -- --— / t \ D" EAVE ANGLE - _ x CONT. - ANO - _—__.__-- --- _.__ -- / 4" EA SIDE 1/0 CO6O" ALUM PLASHING .050" ALUM FLASHING SEE I � FL x x GOVT.CONT. - PNT -- . ,.� FL CONT. - PNT \\ T TRUG O O x � 414x1" HH 5-PT WbIU \\ r �. ' 3I at 4 PER GL - PONT FL 040" ALUM FLASHING \\ r � - PNT 7 j RETICULATED AM x 1 1/2" LONG a WEEPS (RFTR L 1 MID-BAY) FL 1440" ALUM CLOSURE �r r, r x CONT. PNT 3/16 ALUM RAVE ATE _ x DONT. - AN10O 3/16" ALUM EAVE PLATEcn x GOVT. ANO N i t --- FL ID40" ALUM FLASHING FORGES ON STRUCTURAL (Ib) - 1/4" STEEL END PL _ O x CONT. PNT DL SNOW WIND FORGES ON STRUCTURAL (PLF) v - C \ Urn ^M _ DL SNOW WIND x GON?ATER- BLACK LD Fv 2000 l�Ofa •2366, -bbf� Fv !i0 25l� 4", -210 �, vi � ID 0 t _ o 4t In Fh 4060 12920 46160, -11150 Ph 0 ® ./- 150 C� \ � r i 3 "� FL 040" ALUM CLOSURE (parallel F V •� v x CONI. - PNT thip �U �'. u cn F 4 3/6" x I" HH ROLOX GRD2 ! ► < C rt (2) a 24" O/C - MILL \ o >° N ! - Ln I ; o T812 X4 CURB ^ - LJ LJ v LJ LJ I BY OTHERS + . --` Skylight Engineer Stamp ING (Structural Framing) TS12X4 CURD TENSION R 3Chb� [BY EDS I _ _ I Date 3-21-05 3/0" xJJ I" HN ROLOX GR07 4 (2) a 74" O/C - MILL `��ucTuxxt Scala NOTED F o 1 M a� Drown KG � .7906 I'-?" VER1F1' I CL T6 I'-2" v RIFY - ,r u' » - A. Chocked y ----- - - - __. - ---- --- - - 41•x+ • OD GI111ld OD CURB Job GCSy 25, QPw �A� SECTION qS E • _ Sheet EAVE SECTION �B _ HALF SCALE AIIII . It". 23/A429 C7�fl�t �a-A�-9o0�---� H,q� �„qLE ARGN. REF. � 23/A42D of ��v� 1(' 617 .. -,..mow....•,.-,,....-.s,.,,. ._... •,,,....>,. - -._-_.---'^'.,:!"'�-----`"--^^"'-^'.-"-.•_•,��; a -- --------..__•_ - -.... -."'+ ,,,„M.,�,�'h ,•-•a,n■�,.,.• M, =40101140 ION ,. �,' 1.�QItxII�1rI'Y �� Cm� ,'ii�l:i�i�il I��'Ill�i lii��ll� �II�IIII Il�i'llll ►1►1!II►I nlllnll ►II�IIII II,�III 1111 111{ II 1 f II II I II I III{IIIiI IIII IIII I I lul 11 IIII �.1► u1 11►I I II 1 II!! a ( II IIII (I nl Iln III �Ilow' II J4 1 01 ,1 in 1 Illlul I i I 1 I I I ' I I I I I I I I I I ( i i "ii un ��II ful 1�0 It It 113 1�4 I�a1� I�e 1�0 t�0 �1 •'t�t 2�3 !�4 2�lS 21e �r to 3�0 l t' A i t ;,V A h "I"101 Flow 4wk r RAFTER 4 RAFTER.- \ REVISIONS BY GLASS SIZE GLA" SIZE V2u1/2" ALIM P SNAP GA ` C> A CONT - PNT 2 y/1ib F4 M4xl-I/?" HH J59 A-PT WSW / p C) at 10" OIC. - MILL 1 �\ PRESSURE PLATE Ire r?� x DONT - MILL --�— - / `\� - - - - - FL 040 ALUM HIP FLASHING / ., x CONT - ANO _ CENTER RAFTER / / � PLATED I'ER 5/5 /- / '� I/N!" ALUM HIP SPACER / / O x CONT - MILL 5 I/4xl" HH SS MS - \ / N4 x 1 1/2 HH SS A-PT WSWI/4" T 4 PER RAFTER MILL _ 9 EEL P1. [F4] et I+a o/c MILL 6 �- OAiNTOPRENE GLAZING INSERT AP I/4" ALUM PLATE �� ® I ® x 2" LG at 1/4 PTS O x 4 - MILL ,/ 3 �„ _._�_ PG PERIMETER GAP m 1 ® 3 A x CONT MILL 4 I „ 07 I " AL1J"1 RAFTER TT F31 14x1 HH 85 5-PT WSW - / ♦ 3/I� "' 'n �0 I R b T - TER LOW GUTTER 4 PER CORNER - PNT -! / 14 1/8 x 1-I/8" SILICONE SETTING BLOCK I a Q _J O x CON PONT S I t ! O x 2" LG at I/4 PTSTSOXW/4 HIP Jj x •Ir ----- TRUE VIEW AT FACET 1/8 w � PEAK CONNECTION '12 0 !/eTT- 3 9 d) T"X`XI/4 BY i ( HALF tlC.f.L PAID. PPODUCTS -- - -1 I _ - - - - - - - - - - - - - - - - - - - - - - Ll- - - - - - - - - - - - - ru _ _ 5" ALUM HIP ASSY - 1/4" STEEL PL a CRDSSDAR TO RAFTER RTO STEEL � We � � Q CONNECTION SHOW CTION GWO N I / _ - _4 �l<� - PNT 3Afv IL - - — - - - - - - L}-- -- - - - `J ` . 'i- 1 *i ---SEE ALSO 5/4 FOR Qj STG�L +�VI`�I�IGV I IVI�1 PSK L -y GR085DAR AND — - CONDITION AT SIM HIP O <O; 1 1 �`' RAFTER CONNECTIONS HALF SCALE ARCH. REF. . NONE 3 RAFTER SECTION F j F j ALso 6/S FOR LJ' RAFTER HALF SCALE ARCH. REF. • NONE - _ - -- - ---- - �ECTk: 10 ONg I/4 SUPPORT PLATE X 6" LONG, SEE PLAN FOR-LOCATION - F'NT Fxl" WW 55 B-PT WSW 31 44PE CONNECTION - PONT y O O I r - `�_ "1 O 1/4" X 2 X 3 ALUM ANGLE X 6" LONG, L Y SEE PLAN FOR LOCATION - PNT T5 014x1" HH SS MS W/1-01"T 2 PER ONNECTION - PNT C � lJ LJ LJ � • I I , h++r.� POP b IC 44 3/16 - ` Qy SUPPORT CLIP ELEVATION 3/93" END PLATE {u w ZT58X6XI/4 CY FAd. PRODUCTS, ` �� 4XI" HH SS MS I s \ - - \ I I 5 2 R RAFTER/IGROSSdAR - MILL l °t ;,• \\ i i [SE CO 4/4) l \ / \ 1/4"xl" FH 58 F-PT J_ - er SIDE PNTTF5]32 P TYP 4144" HH Ifo D-PT WSW F33 2 TOENAIL CV0605AR - PONT- IEEE ALSO 4/4) �� \ �� ✓ 4" EA SIDE ALUM. EAVE ANGLE 4 I P SECTION a' ( � \ HALF bIGALE ARCH. REF. . NONE --� „ ` TY I/4" X 5" X 5" HIP EAR o 2 PER NIP I f \ C r i \ U a) ^M O I i 1II I 5/1&" ALUM END PL I I \\ 4) a WELDEDINTO RAFTER I .- PO 3 ,� AND 0111106615AR TWIG I v - _ •� LA; jj �rn �y ' r + � a " I / LOCATION TYP ---� i i \\ h _� li7 o y �yA c K `r > N in a. O l: I HIP Skylight Engineer Stomp s• 0 (Structural Framing) Dote 3-21-05 HIP CONNECTION AT CORNER 'IlLUCT"4 Scale NOTED 5 RAFTER/CROSMAR TO NIP CONNECTION CJ HALF SCALE ARCH. REF. . NONE �o � M t e Drawn 1�'G cJ WALP GCAW APIC44 Ivy. • NOW I Chocked *7DY:] � Job O5O?fie UGC y �� POv 4S E . ? Sheet 6447 SW Bosve ton-Hilledels H",writ 210 Portland,OnVon 97221mat-sm ph 503 203 8111 M 503 203 8122 ---�7o11R>�iJ{ -- Www wdyi rori of 3 ....,......... �' X _. nli :I tilt'I tl till Ilif IIII ILII Illt IIII II11 III 1111 1111 IIII IIII I II 1111 I II IIII IIII IIII IIII !'il IIII lilt IIII I ( IIII NUI 1111 I II IIII Itll IIII 1 � ► I + If i i � ( iii i � � � i � i � i hli i � i � � 1 /� ... .. lol .le. 2 9 !� O • • ID II 1• IS 14 1s 1� 1s 10 'to QI �� 9!� :4 d e �7 Zs >�9 30 „ , �ltp'�*a" ltN1ll� �I OF WI 51*. - - - -- - T y . li b :.SPI i 6 1 OrI I I DLR C',nou a _ SEQ. 1 SEQ. 3 jo0 f CC' RED CC: GREEN []RMFwrn AiKVIONAI n 'C)WJ IW-jNR1CyjW&D SEE DWG J1 SEE DWG J3 ❑`L'�� ��� \.q� (43.95 43. 41.95) 0. ( 90 8. 7. 6. 5. 4. 3. Ei 30' 0' 30'-0' 30'-0' 30'-0' 30' 0' P9 S � 1'- 1' T_ 19'-11 39 -O' 37'-6' -- -;�. 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N ' N I 22K a0�188 J 12 I W i8 - ,., --- -- i --f- �- * - -M - -- c 1 I I o8 I ' a8 I I o8 I 1 I 1 '-J co UPLIFT BRIDGING- LOCATE 1 s, BOTTOM _�._-_.� z � r2-o r2'- ' W8x] W8x 10 N W8x 10 I _. 1 I •r 1 ! i I o° P ( 1 ; CHORD PANEL POINT BOTTOM CHORD 0 Y--- E;OWARD �. WRIGH g ,� 11 _ I S I S I I I S I 10 PL g J I ( AT EACH JOIST (ONSIRUC1E011 EO E, I o I I I 2 3 , 10 1 6 2 0 I I I I I Tam[ S9 I I S18 -- -; 1 26X 400 188-J2 I ! S�1 --- I �* Ip , Mfl_2 I I •� I Al I 22K 5_201 308 J281 _ w a 22K 520 308-J 14 � T-_ BRIQGING I Suhmain!Na .,F s, action ,, :•<: " I . i I Nt C-41' 1 ; w12X50 �` w8x10 ; -_�-- �n N , I N T N N r_._--_ - (AT ALL JOISTS EArl1 6AY ICO - W8x 0 $1 I S 1 I I S 17 S T T S 13 1 i I tlaa Rc,:'l SIB - �. I I 1 ° I 1 N I S 1 ash �, I i N I I +�°� I 1 N 1 I °' I I I I I I S14 SEE DESIGN NOTE: 5 Tn o S8 I i III �° ' I i I '�° I I I ° ° a I I ' `° =- I W16x26 BRDG2 B G1 -,', W-4x55 I 1 26X400 188-J3 I `0 S2' 22K 00/188- 2 S I 122X1400/188-121 S3 I� ' 22K 00/188 S2 1 22K4001188-JS I S2 ! 22X4001 18$-J131 S19 122X400/1188-J15 I S5 ach._MnY 0 I ___ __ Jul____.- -1 --- --�- -- }---- --�- (mrn A ct iBllYT10d �.�• 'q� N H� � - - - " ° � r• I I ^ 52 `'�,�• 1 `� S1 sl t i i 17 � I I I S17 T � ;JCDrr(Ictr�ns N�!?ri. I„JRtnYIle 8 ubmd 12 I i I S2 ti' 1 S2 S2 I I I I +� AAs u>o�n R1 w w acs , 11113 I I I I I S17 ! i i �S17�� Tu M1 ! 1 i I _ I i I 11 ' 28LH"16u 188- T1 ' _ d _ I 3000y I _ 111@ ' 11 I I I I I I - I I 1 - 131 - I I I �.�0 I $ D'n c •ITsT :i, ,y ,. U��k•nd I k s t. .,.t •marcs _W l Ox 12 �_L_-�_I _ 26K 360/188 J4 1 �1I1 1 22K 360 88 J 17 - 22 360 188 J 19 0--2 -&-2 1191 y8 2 1!@_� �1 2,e ccux t -��- - - S i _ A I n_ - - _�-- 1- --1-- -1- -- - -�-------1----_ _ j I Dc ur M m hi rw rsf„Ic s �x,lA er r sulcr el mocor4Wy L. n.Au c t;' CaAFxc c`o., - ,c 1 I I I J, fir, �! ��� rr , ,n I I I n I ' u� ( ! I ,v ' I r` no-ur,ttnlb ane wsr r f r,c„ to �D sc M F CO °' I 1.' ( C 6't I °' C� I I IILD [, C I I I C 0 T r; CO 1 1 I I I / I I I I ' I I I I I I I I c I I I oa I I �NG N� R AN CONTRACTOR NO �: H'JWARCa.rlRi.rtiT;:Cii:'>T;I;A^, CO. 28LH 60 188- T1 I CV I i ; _ !�1 I ' I 1 _ I ao I _ I - I -UL-2 I °C'' IIB�Z 1 °� ( 1118 °p �1 I I °O ( !�2 ,l9_2 I I �1 I o I I �o I I + Y f - wi 0x 12 1-.__ _____�_/ _ I 1 26K 36#188-J4 1 s�-T I N 22K 360/1188 J7 a _ '- # I -_ O v JOIST CHORDS ARE NOT DESIGNED FOR OFF PANEL E NDING DUX TO CONCENTRATED DEPICTED GREATER THAN 500/ - �!'�-- - I -�- o --+- --� O -- o ---�-p ^�`-� `-� ,ri UNIESS SUCH LOAD WAS DETAILED WITH THE ►aiNnuD[ ANL FxAfl DIMENSIONS DEPICiED Cv THIS DRAWING ro . i I I • 58 z ago I z �- ' 1 v -� M �Y l l I I I Z OTHERWISE, PLACE LOADS AT. PANEL POINTS OR FIELD WELD AN EXTRA MEMBER FROM THE POINT OF LOAD 10 THE W1 0x12 SI ' 1 I I j~ I I 1 I cj I I , I I I i ( Y I 1 CD 1 1 Y 1 CD I ( N I I c 7 Y NEAREST PANEL POINT ON THE OPPOSITE CHORD AT NO EXPENSE TO JULCRAF1 CONSULT THE STRUCTURAL 1 1 O O CN I i N O N U I I N I I I ENGINEER FOR SIZING OF THESE MEMBERS. r• i I� I I I � i i I 'r' I i 1 . 1 "' _ I , I I I I , I I "' I r;, i I I M 1 .� - W10x12 H I , W2445 I 6K 360 .88 J5 A_ll -__l_ !�1 22K360J188 J - + I - N, - M _ }_ -- _ ,,@� 2 I I - I - -NOT BY JOIST MFR �- }---�- N --I + -+ $ S9 I I II 1 9 - I I I S9 I I I S12 f, I I ( ^, CN ,^�. I I I ^, +aa I I I ' +� BRDG1 I �°� II . I �� �I- W10x12 -- W8x10 W12x14 W12z14 I 1W14x22 ! ' i W14 22 I I I W1 x22 ' 1 W1�x22 I W1 x4 22 1 I _ W12 I W14x22 I BRDG 1 KK -- - - - •� H "' ' 1 ! I `D 16 I I ' S16 I S6 S5 S5 IS4 I I I SS ra �ti I 1 W1204 I I I W12x14 W12x14 3 W12x14 �� W8x10 I ' 24K360 188-J6 in ' I 24 X60 188- 22 ' 2 Z I ' }- - 24X360 188-J24 - - /� _ '�.--� - --- I I ----i--�- � OFFICE COPY W10X12 _ /- S7 I I I 1 1 I I W12x4O 1 1 1 W12x40 _ W12x40 I I W'002 0x12 \ I I I I I I I - 3,-0, l a I I 1 I I t - - •I - I 1 24K360/1183-J27 24 860 188-P25 W8x 10 W8x i 0 W8x 10 I W8x 10 W8x 10 I wsx 10 24 360 188 J26 1 N _- -_ N 1-- ..--1- - -1 -1----�- �--j �- (ERECTOR N OTE. ixj I 1 1 • 1 ADf9 f DLI AD X 1 ° I I I 5'_0• 20,-0' 5'-0• I j ADD L .6X1 I Limitations exist regarding 05HA 1926.757 (a) (j) C" " " 'r ' ' c at or near columns needed S8N I I I ! N I I I 90Cu I ' 3 N I `� 3 I I I I TYP. TYP. TYP, 1 900 ► I and the desgn o Tosts r N W8x10-� 124X360 188-J6 1 n 24X1 t3�J25 W8x10 3 3 WSx1C' W8x10 WSx16%1300 W8x10 ( 241 3 -IJ26 to safely support an employee without the need fo �, o � 00 These Joists MUST be erected b either: • S7 ` o ---�- AD[�L .,'K ADLQAD o I N 1 I '4r o % � I � erection J bridging. T I 1 I 1 I I I I v N N `� N N N I ADD L .6Ki ADLOAD i y W8x 10 / 1 I I ^ I 1 ^ ( In I I 3' 3 -31: N (1) the jo stt priory to releasing wlthe hoisting stabilizing �s -- 124K360/1188-J27 1 1 24060/188-022 W8x10 W8x10� 1 1 1 3 W8x10 3 W8x10 W8x10 3 W8x10 24K360/I188-J24 I 13 - cable, or I 5 - -r - I i --- I I - (2) Rnleasing te hosting cable without o worker 6 �`' a 1 I . I I W12x4o 3'-0' I 1 1 I I wl2xao i wl2xao a the joist. -- -.I W8X 10 ��� W8x 10 1 I I I of 1 I I _ I I I. I - 4 1 I w* f Tigard _24X 360 188 J27 1 I 24k1 60 188-1J22 I __ i -1 24X 360 188 J2 I �� 4 Ci O L - Wt.x14 -w12x14 W12x14 --+ rt'wP -- - f--._1- ._--T ,���A �;-. +tti W wa City r .� -Ian s S$ I I IZD IS9 I I I �, S7 I I 1 S7 I I I �t4�1�'ft'�,►u \L K xw► A>pP 1 1 �E' AL , W'14, W14x 2 Ln I I W14x22 w14x22 W14 2 W14x22 W14x22 W14x22 l ' �L.c B -� J. - ' ___ I > - - - - --- -- - -L- - - - - r,F pl l 11t ►t,1tT .�,' Date /I/J ii- fM - --- --- -- i 1 i F - - 1 I �TL k 11 I t µf'1 rs N _ �11SC t.XX u � l�r�0 y -DU y•�� y 30'-0' BRD BRDG2 BRDG] BRDG2 BRDG] BRDG2 FINAL PLAATt�OPPr,, t8f T FOR CONSTRUCTION AND X IELD US ,r O' 7 , to 1 DA TE ISSUED- 171�•'_ P SEE ERECTION Plate B Plays By _ ROOF JOIST LAYOUT-AREA B 7 Plate .r_ y 2-�fi x2' SLOTS S.J.T. NOTES: �LOOS OIhu7 NOTE 16 Others = 1'-0 SEQ. 1 SFE JOIST MANUFACTURER RECOMMENDATIONS FOR HANDLING CITY OF. _< SEE _►tECTtoN s' cIL SCALE: 3/32 }}--� TiCETE C4N'" SEE ERECWN THIS SHEET { NOTL 1 6 SEE ERECTION COLORCODE: RED AN-'j ERECTING STEEL JOISTS AND JOIST GIRDERS UVI���MG Q pRp NOTE 1 6 2-'iii x2" SLOTS \ THIS SEEET NOTE I P 4�• SEE ERECTION 6) LTO NOT COMPLETELY WELD JOISTS TO (#AIfING SUPPORT UNTIL PROPERLY ALK;NEL) AS i00N AS THE ails t1F►, 11� JQfi t ' I THIS SHEET k. THIS SHEET �• GA. �' 2 rife z2' SLOTS • fH15 ;rEET _ NOTE 6 END, SHALL BE ATTACHED IO IT'S '•UPPORT IN ACCORDANCE WIiI, 411E 9 BELOW .tiK;N JOISiS WHILE NSIALUNG BRID_GLAf, AFTER 2- X2 STJT., 1 11 5" CA. - I 2..Ihii2• SLOTS THIS �EET 1 . -f---- - -- INDICATES DIRECTION TAGGED ENDS OF JOISTS ARE PLACED. NSiALLATION OF ALL BRIDGING COMPLETE THF ATTACHMENT TO ME BLARN6 St1PPORT. DU NOT ATTEMPT 10 NICK (IR SiRNGHTEN GR !Il '• 2-i(x x1' SLOTS i " OF JENSTS AMR INSTALLATION AND PERMANENT ATiA01MENT TO BtARING .iUPPOWS SKS BCEN MADE. I 5' � � �' - _ - 2. DENOTED TAGGED ENC OF GIRDERS ERECTOR NOTE LOCATION OF GIRDER TAGGED END ' • •. - •- ,. _ .* _.- I - �,- ��E I oxo w� ; -- �" LexB w/ �• `$� INDICATES HORIZ. BRIDGING L 1 1/2 X 1 1/2 - MKD "C". A) BOTNS;ID£i OF THE SGT ON ONE ENL OE THE JOIST MU51 E3E AitALHED 1U Ml SUPPORT AS ?HE JO,STS ARE F�0'�1110NED aNU PN1Jn La's W/ � �' m' Lax$ W/ � ' LAX$ W/ L7A' STIFFSN PL � � pt/ul / / � r0 RELEASING 406TWG CABLES WHEN SLOTS OR HOLES ARE PROVIDED N THE KORK SEATS ON INdE END CR RUTH ENDS OF A JOE`I. j PLAN STIFFENER PL B STIFFENER PL 4. -- - - INDICATES HORIZ. UPLIFT BRIDGING L 1 1 2 X 1 1 2 - MK D C All 8nLT5 MUST BE IN$tALliO ANO SNUG 11GHrENCO PER THE 'Arse SPTCCtf,CArIUN PR,OR f0 IF[IEA;ING I'AISTW. CARIES. WHERF I'll PL STIFFENER PL AXW N.B.S. A. . I N.D.S. AXIAL 5. ALL BRIDGING TO BE EQUALLY SPACED CONSTRUCTABKa1Y DOES NOT ALLOW FOR MILK, JOIST FINK CONNECTIONS MUST BE MADE BY WELDING OR AS SKCIfI(D Ry THE PRI L:11 N O. I N.B.S. STRUCTURAL ENGINEER OF RECORD PRIOP TO RELEASE Or H06TNG CABEFS I • I I w 4 ' W140 6. - 8 1 8) JOIST ENDS SHALL BEAR ON STEEL SiRUCTuRAL MEMBER OF BEAMNG PLATES AND SEIALL BE CONNECTED THERETO WITH A MIN,MuM U ' y} MII 4 6 W1 R49 1 g>4 W14x4J 1 t " U 1'-0' SHORT SPIN (K-SERIFS) - TWO IKH FILLET WF LOS 1 INCH LONG OR EOLWU ENT LONG SPAN (LM/DLH - LONK; ON COLUMN JOIST NOT STABfI IZED HE CONTRACT DRAWINGS SHSJULD5BE REvfWID TOL'JETNHMNEIWHfTTHER AADDIrIONAITWE D I'; REaARED DUE TO SPFCLAL CONDITION, COLUMN JOIST STABILIZED TD ,,�T GIRDERS A )WHIRL J06T GIRDERS ARE SUPPLIED WITH SLOTS/HLX[S IN THE BEARING SEATS, BOTH ERECTION EDITS AT EACH iNO MUST NL SEDT AND SNUG IIGHTENFO PER THE 'MC' SPECIFICATION PRIOR TO RILEASMG THE HOTSING CARIES WHERE SLOTS ARE NOT SUPPIIID. JIXS, I' 1" " . GIRDER ENDS MUST BE WCI_Df0 PRIOR TO REIFASING iME HOISTING CABLES 'jECTIQN "S1' T SECTION "S4" SECTION SECTION S6 R) NO LOADS SHALE BE PLACED ON THE JOIST ORDER UNTIL THE JOISTS BIARW, OV THE GNDEM ARE N PIKE AMi WELDED TU THE SE,GjION_ SECIICI S3" 1. (XX.XK) - INDICATFS AMOUNT OF TOP CHORD AXIAL LOADS r,IROER. SEE ERECTION SEE ERECTION 2. BUILDING CODE 2003 1 BC C) 1HE STRUTTED ENDS OF THE BOTTOM CHORD OF JOIST GIRD(P, MUST OF RESTRAINED FROM LAiERAL MOVEAF.NI rU BRACE iHI. T:I01, FROM OVERTURNING DURING EREC110N THIS 15 ACCOMPLISHED WITH A VEPIICAI STABILQER PLAiE (MINi1LJM 6•e6'e;'i' PLATEI Btliii T,H JOSI JOIST 2 x2' SLOTS �i' NOT,; 6 3" _< NOTE 16 3. CAMBER FOR DEAD LOAD CHORD ANGLES I GIRID GILDER - r THIS SIIEET SEE ETtEC1TON GIRDER r 2' SEE ERECTION �f �• THS SNE.F-i 4. LIMIT LIVE LOAD DEFLECTION TO L O) AfiFR COLUMNS ARE PLUMB WITH ERECTION BOBS, FIELD WELD Ti,t ,1rN51 GIRDERS f0 THX Car I'IArr wIiH A MINIMUM rx Two X' K' 1• SEE ERECTION 3 NOTE 6 2-N*x2" SLOTS 2 Nx_e1" SLOTS 240 WELDS 2 INCHES LOW, OR FWNALENT THE CONTRACT DRAWINGS SHOULD RE REVIEWED TO DFiERMINE WHETHER ADDITIONAL WELD rS NOTE I b SEE ERECTION S• , SEF ERECTION X' '--�--<NOTE 16 �(,TOTE THIS �� SEE FRECiIUN ' yy• c� y,• �,. 5. DESIGN JOISTS AND BRIDGING TO RESIST A NET UPLIFT OF 15 PSF. rrEouRED DUE TO sPEcw coNallDNs a THIS SNRT 1101E J_6 TENS T THS 5 'Er NOTE 6 I - DESIGN JOISTS WITHIN 10'-0 OF BUILDING EDGES AND RIDGES FOR A NET WIND UPLIFT LOAD OF 25 I'`'I E) DO NOT WEED .10151 ORDER It(jTTDM CHORD BRACES (TED TO THC INW)M CHORD Of JINCH IULI All ROOF ON FLOUR txAU tA, I 11 , THIS ET ' I 5THIS EET -15. 5" „ " ARE APPLIED BOTTOM CHORD BRACES 4'ALL BE CONN, WITW A MNrI1M Of ONE NCH fltill WILD, I IN(H LONG OR IUt,r,'a- II SEE UPLIFT BRIDGINGDFTAII THIS SHEET - s' ' - 15- wt X49 2 2 5K BEND LOAD. 3/7/os SD REVISED FINALS s' S' S' I . 6. DESIGN JOISTS AND GIRDERS FOR 5K ADLOAD & W19 X49 7. SNOW DRIFT PERPENDICULAR TO JOISTS ARE INCLJDED IN THE UNIFORM JOIST LOAD SHOWN ON PIAN II - • 8. JOIST AND GIRDERS SIZED FOR ADDITIONAL G . 11 F a 12/23/05 SD REVISFO FINALS T + BOTTOM c1+ixlo FAACIF WI4x43 -� W D.L. OF 5 PSF FROM GRID 41 .95 TO 33.7 AND BETWEEN S � 20 BOTTOM CHH BRACE W'D ,j 2/18/OS SO FOR FINALS • �'0..�=i � PLAN Q �QT.141�_'S11� ON PtIH WI0x49 � 5' GRI�� GG-HH � 12/?2/Oi SD FOR APPROVALS SECTION .iL SECTION O SECTION '51 X S 2-1 •x2_SLOTS 'Wll SECTION "51 SECTION. ._. "SA: _ - SO4075 REV DATE 8Y -. DESCRIPTION___._...._ ... ...w_-.. F 5' Gik - - 'X T SEE ERECTION SECTION " 1' - J '� 2- - NOTE a �� 1 DATE FOR �, Grp ,�. GA THS SIM DECK 4/1 12/22/04 APPROVAL �� �� STEEL ENCOUNTERS SEE !' SEE ERECTLON T INS?iT11TE • 4 1 2/18/05 FINALS - 1r`' F c ' SEE MCTION NOTE 16 2�1 111' SLOTS / / _ /r 525 EA.)r 30U )UUIH SALT LAKE �, , -� 5' Gk _ -�`' PHONE -(/801 )322 AH 8. .�6 4 1 3/11/OS FINALS l IE" M/ NOME) 6• SHEET �• ERECTION DRAWN Br - OATI CHECKED BY - Ul n �. TNS 5►EE PL - f 6 ---- IT Ir S 5• LAX$ W/ t 4fET - • cRfcTne NOTE All Joists to De frerted e�cn ,,Qs DAN 12 14 04 .JIM T i " STILTS PC in the Sane 0 rection Jnless Noted JO'c' FADERS AECE,VE ONT SWW ,(AT �r MA1 PAINI s. _SECTION "BRDG]" __ �, "'""i"MTM=to�' - - DESCRIPTION ROOF JOIST LAYOUT; AREA B With s number of years ora TNrirnte you can be surekw � r that every precaution a token to el in notf eeN AS,RCEItj b[11Re 0011 AY NM D1 wt41E43 ' 1 --- --- error: in the twnt that on error ;, eFrtectea, ny rw�vl IfItI NI oeo ser,ws,to Ewcna.w i�*u.' +r+w>+» r«n/ea _ WASHINGTON S(�U,',RE MALL - AREA E1 rolvome14ilit •iil be to redetoi. and correct the �8 terrors c" the plane, if requested I e�i I not be O'er int^VV^ON tl or WO M%to R ru/l.w A"MI ..- -._.._.._.._._r._._..._.._._____..-- ___._._. _._._......_......__ .....--. La responsible for any incidental or consequential de no pet WARNING T�-- `• SCOTT'S DITAILiNG CO * LOCATION -- - - I _WARNING t _ - TIGARD, OR. _ _._.__ __ . p� , --" - JOISiS ARE UQTAeL[ DURING ERECTION. UNDER Nn C,FiClIA15TANCES ARE r,(JN;TR1ICTION L(YcaS Of AM' � . SECTION 1 T I "QA DCS("TION TO K PLACED ON UNERT9%U •JOIS7s. ANY ENECT'.. 'IMO ALLTDWS THIS TO DONE 15 ARCHITECT DL.R GROUP y,.la ___.111111111.... 1 • .,.._,� AL .•-,,� N NRECT VIOLATION OF OS.IIA REGULATIONS. CREATES ;iGNFFOM �15K OF SERIOUS IN,ADRy r0 PERSON -•----- -. --_--. .--- --__- _-..__. � _V..-T..-»....,. JID SE T1Qf�•C yrlr " AND PROPERTY. AND WY Of HELD LLWE FOR ANY NA*WS SUSTAINED, !r' DELVERY TICKET �i/►L _SQ��g ABBREVIATIONS * WARNING * CUSTOMER SECTiQN eS19e .� efAY IA LONCSFMN ,,fj.;TGA _..-_...-.._._ e%. - Goot`Lx a wTFews (:TO Too'HM rO� VUCCRAFT Flt E NUMBER J08 NUM9ER DRAWINC NUMBER tl' ilk XM .e�eNe ELIVATxe, UNO ""IT Is W"EJ ortiewa 1X SPECIFICATION S E C T I G N 05210 _ � p 1 I p 2 p8 7 J 1 OF Nn NOT K 11TRUCTUW ENCO M 1113 set # S 8 0-ID 4-0 , rJ 4 4 ILII U IIII Illi i II Illi IiII 1111 It I ! 111111 I it III I I III 1111 iI11 11 i III I II I 1 11 tl 'II f III I 1 I N Illt ILII LZOEB J 1" e�r>It� cm� I I i I l i 1 i ,y,. Io.et.Igr1 b I Ile 11 Its ( 113 I 114, le 1 I I• 1• 1 ss 24 1 • s7 ze sn 30 'y�' ', • a - 1 oa a, .r. i v 16'-1' W8x 10 ��0 wax 10 ----------- BRDG2 _ --_ -- -SS - - -- _ _�_ --_- _^ EQ. -_ EQ. EG. EQ` W Ss -` B W114x22 $1 BRDG1 wt4x22 S11 Wt4x22 SS W14x22 - S6 S10 _ - --3- 901*0`9 -__ _ _11_,-_- W14x22 W14x22 _ W14x22 S21L 22r�'�0 188IIi ; * ' �/, N-9 U8-3a I _ I I I - A� 9; I I I 9� I I I , I I A i S , I I I gj - -- - -- At 22K 60 88- 9A �- --t--- �-- - - .� - I q 511 EQ. EQ.T _ EC._MM i I I A I o 1 , --t _--- - � t � -t------- =? --- 4_�'f �� r• DETAIL C ';d I I I I I I I I I I I I I S I U� , A - -----_ I 4 , I I I I I ��`� I I i UPLIFT BRICGING- LOCATE �_�___ 2K 360 188-J 11 ��- E o II __ _ N i I N I I I I a I I I a I M 1st BOTi. C:HORD PANEL POINT �- Ot C 7 -T - -t-^ I _ �- -�- 1 --- I N M I I I Q W10x 15 1, ' i i LD j o$ I r o°g I -�-.1 --t c? I --I°- -}- ____t _�- t-4- + _ t_ -_-}_ _ `° BOTT. CHORD ONLY 17 0 I I I I I - I I I I I o ► I 1 °� I 0°8 } " - - �� EACH JOIST ' r,. I 0 1 \ I ,I I I I I \ I I I I 1 I I 1I�� I I CO ZIDU; - 40 PSF(400i PL.F - 22K 360 188-J20A 118-3 UBr3A I I _ " � ! I I o I j I o I g I i o a$, i I I ! , UPLIFT BRIDGING-Q� A _ CD OD -�z 1 ,z' A -�-� _ {_ �- - q zl M - z - "' - q I I I _ Q A I 0 ( I - a , I I I I (AT ALL JOISTS EACH BAY ADD'L SNOV LD LF I N ' �II �- - '[' �----� , i -- -1 - -- - +- Z - -�- ~' - __ z - A �' - A c`� Lr' _ ( o I E I I `� I E of N C4 - + 1 `� �` ,n �`, z SEF DES!GN NOTE # 5 `t - 1, - 1 - 22K 3b 188-J20A ^'� J� ,► I »� I I , ,,� , I I I o I � I I 1 1 8 1 1 I cv ca cv _�_�- -_} � n -_ w t OX t 5 / -- �tx I j I I ! I i I ' M I 1 �, I I I ,� r�ToD •-• I M I '.�+�� I -1 � Gti � I I r �� � - ------�- -----�--�- � ___L_-_�___a_. I . ��_ __ --�--------1--- -._L-- I I - I I I - u A I - A r 4 I sn o E I I I - �_ _ __ �- 1 . _-- _ _ _ _ S 0 �` L o I I I I , I E I �� - -I-- I R AN TRA T R T cu 0 �_._����1 I 1 $12, 512 I v 1 512 I I I I ! I I I I I S9 I I � ENS NEE D �.QN C O NO f: -- K 360/1 -J2A I N -1 I �t,T I I �/ 1 2 1 I 1 I SZ I 1 11 1 S7 I 1 i S 2 S 12' I I I S2 $1 2t I I I S 13 I i I 9 $14 E0151 CHORDS ARE NOT DESIGNED FOR OFF PANE l BENDING DUE TO CONCENTRATED LOADS CREATE H 11i+W l 22K 400 1 e8-J26A 1 22K 00 1 Hii-J f 3A K 400 188-J 13A -� I_22K 400 188-J 13A i i 1 S2 uFIESS SUCH LOAD WAS DETAILED WE1N THE MAGNITUDE AND EXALT DIMENSIONS DEFECTED ON TFx, DRAwirfG. r` 1 `�-- 0 - I" �/ I i- �q ao T I _ 1T _ o I 22K 4001188-J 13A I I 22K 400 188-J 16A I 122K 400 188-J 15A I OTHERWISE. PIACI LOADS AT PANEL POINTS OR FIELD WILD AN EXTRA MEMBER FROM THE POINT LOAD 10 THE o� I -T b0� j NEAREST PANEL POINT ON THE OPPOSITE CHORD AT NO EXPENSE TO YLILCW CONSULT TME STRU NORM 1 - W18x40 -1- 16 S f 6 �JQ A '� h 22_ 0 o� 2 I I 2 I I 1 1� I S x - - ENONEER FOR SIZING OF THESE MEMBERS. 22K 40d 188-J2 AI S 1 ,� 1 I I ��0 1 S3 I I I S2 IS 513JS IK40U/188-J2�A I A I 1 1 / q i j I 12 I B_ qi 1 ( 12 i j 12 >Il` -NOT BY VLLCRAFT ' I {� S9 15'-101 1 s,� --E--- -t--- - - Y- i-- -:- - ? - 1 I ( I , I I Ing 2A ' - *---I 22KI360/188- 4A � � I22K4p0 1�8-J21A /�� I I I U A I I I I # -i N - -_-__t_ 1wA--t- N I Il19=2� UB A N $2 --- >r# / e I o II00 T_ a 1 I "1_ S22 i 5 0 ML I I I Y I I I I .. I F 5 •4 1 I - x3 <:> I 11 f I I I Y I I I I I / � • I I I 6 22 400 188 J I CL_ UdtLA .- , 1 x� j�@ �,; - A o°°o - I L' UB- o°°o _ 0 I 00 o I I I I I I x I 1 ao A _A °o$ • o 1 22K 3601 188-J4A I I `Z I Iv I - ' I I -�' I I ;--_ \ I I -� Y \ I c.+ I i UB_2 cv �- I o I m I18 2A Yo o - - � I -4 _ �_J0 - � .F- o f I i °� 1 Fv i �� I I i� 1 r 18 1 I , -g I I a , o ( - --f- , 1 - _L -� Z - o p I ,�I I c� �: I I z I •r 3 a c� ADD'L SNOW LD. I I a 0 4 I �` m� v 40 PSF I I I I I w I ' 22k 400/1884J 12A I I�� sue- I ,� I - u A I M I lu -2 u - N 1 I - I i ! u _ I 1 ► 1 I Nrn (300- PST,) 2 360/188 J4A 1 1 - U1�2A I I �,c� j - a g �� M - M � n, vai 0 PLF � � "' 4 1 I b I I I S 1 1 i S13 S 1 , T ( I i j j I l 00 88 J12A I I I j I I S12 I I 4,� I �, i I S2 i I CD I I ! S2 I I CZ i I I i I S14 4'-10 6' 22 400V188-J31 K4 1 - I - 1 I j I S1 I I SZ 22K 36 /188-J4L_ ; - I �, 1 I UB_2A� -V - A 17K 400 1 - 4 I '� -; 1 -T �° OG 88 J 16A r t 22K 400 188 J 19A 22K 400 188-J i o 22K 400 188-J 16A I I 22K 400 188-J 15A TI I 1 a i I I I S I I I �o S3 I I I �o S ! ' I I 1 S 13 I I I I 12 �9 1 22K 360;188-J 3OA� S 12 i I 1 13 B- Al I 1 S 1 I 1 I �``0 12 i ti� I I �'� S2 22K 480 308-J'A I I I j $22 ��. - A I v / u _z� Q �. k'' I I 13 122K " i - - A 22K 400 188-J 1 A _ ---- t - Q ' a I I - --�_-- -r o ag , ag -�, •�-- ---� �- 300 188 J33A a S24 N 22 -�`' I I m n ' + 2A I I I i Y - I I I Y A I 1 o x 22K36L/188-J6A I �Ic I I I I I I p l �` 13 _ S 12 I c� v - A,I I I 1 o m ' ! o I ,., I I ao I I I o I I ti I I I W 18x3 _ I 22K 360'188 J34A i j A U - E / I U T A _ 01 _ q o I o 0 -- ^� ,,� I x T - f - - �2A ,� z � J/ A_z V_ I I � A.r UB I I i - - A � - a 12' 0 I `;' a te - �, - Z I I-K I Z 1� *4 1 ` 122K 360 188-J33A - A ADD'L SNOW LD. o I 1 cv i I o ^�t`' I I J L'' I I E 1 i 1" j I I I I I I v 50 7c.+ _ __L1 - ' 40 PSF --- I I ! Z I I I fp\ ► I - I I cv I I N 0' I N 1 I o o t` (3001 P.S.F.).�-_ I �16BB (-[ A 22K 480/308-J 17A7,,,[_,). 2K 480/308 J 17A o ( _.F ' I I 22K 480 308-J 17A UB- I 1 525 i M,k-- I I 3 I Cu - � Th - 2�K 480/308-J 17A / 122K 480/308-J 17A - A 1 22K 480/308-J 17A I 22K 480/'308-J 118A �0y R olic *' 122K 480/308-J5AS� S9 I I I 9 - I I I A -- ZD Al I SSI 7�, i I $20 ��,� I _ 6�6 u 2A �to 20 -- -+-__ - W12x14 1 fo +`a W12x14 I ti� 12x1 _ ti I +/ W12x14 I ti W12x14 1 'O I �� ^O ppp 1. 3 I I I �` I I �°+ I `a j I �'°`+ I S9 I W12x1a1 i � S9 �a+ti I w12x141 I �p+�o I W12xtd W14 2 .1�_ " Wf 4 2 _-�� W30 24 I W30 1124 I I W30 124 11 1 I �► I "9 �( I W30.124 L W14 2 W14 I _ S18 518 S4 n �' ; o S4 a+ S4 I S4 BRDG2 BRDG1 S21 I I � ERECTOR NOTE: _-_-- 3010' -- 30'-11' 30'-0' - 30'-C' 30'-0' 30'-0' 30'-0' 30'-0' 29'-S � Limitations exist regarding OSHA 1926 77 0 3 and the design of joists at or near columns needed 4 3'-11" /,„ to safely support an employee without the need for 0 9. 8• 7� erection bridging STRUT PLATE �' 4. 3. These Joists MUST be erected by either: ` BY OTHERS STRUT PLATE STRUT PLATE (1) Installing bridging or otherwise stabilizing SEE ERECTION 3• SEE ERECT'ON DY OTHERS BY OTHERS the joist prior to releoying the hoisting NOTE 1 6 SEE ERECTION -� NOTE q 6 SEE ERECTION SEE ERECTION SEE ERECTION cable, or SEE ERECTION �33• (2) Releasing the hoisting ;,able without a worker ••• - Tff1S SHEET NOTE 1 6 THIS SHEET NOTE � 6 NOTE � 6 � NOTE 6 on the joist. _ ?-44'r2' ROTS THIS SHEET 2-'I+k'x1 SiOTS / Y; _ THIS SHEET THIS SHEET THIS SHEET NOTE 1 6 6%" 2-44'r2" S" 2-' 'x2' SLOTS • 5" GA. �'• 2-'3(6'u2' SLOTS _ 2-%�x2' SLOTS 1-'�(A i2' SIOTS Y.' SED. 1 SEO.4 - �" I 1H1$ SFtEET 2-XA x2 SLOTS ------*- S' - S" I S" CA 5' Gk CC: BLU CC•YELLOw + '_"I `F S' � SEE DWG .14 Ls>E w/ --� y ROOF JOIST LAYOUT-AREA FINAL PLANS 'n4' L3x8 W/ m• L9x8 w/ STIFFENER PL-� STIFFENER PL STIFFEN R r _ R N.B.S. STIFFENER PL _ �• Laxs E/PL I ` 7y�' IB.Yd W/ 7J4` I 714' � `� -- ------- _--- N _11. L STIFFENER PL i B.s. N.B.S.NesSCALE. 3 32 - 1 -0 SEQ. 2 FOR CONSTRUCTI01� A,�'D FIELD USE 4, A N.B.S. N.e.s. ,. COLOR CODE: BLUE DATE ISSUED_3 L- w�Ox�9_ 6' ; wtQFF�9 E �S wT�x233 � 11Y,• wt4x �m ' I \ w14x43 I m 6' 1•_2• wtox3s � 1•_1• ,�_4• 1'-u' r-o" 1 . •f - INDICATES DIRECTION TAGGED ENDS OF JOISTS T w1Q><49 S S ARE PLACED. SJ,1. NOTES. W10x33 E 2• _ -_ DENOTED TAGGED END OF GIRDERS - ERECTOR NOTE LOCATION OF GIRDER TAGGED END SEE JOIST MANUFACTURER RECOMMENDATIONS FOR HANDLING 3. INDICATES HORIZ. BRIDGING L 1 1/2 X 1 1/2 - MK'D "C". AND ERECTING STEEL JOISTS AND JOIST GIRDERS L 6" 6" 9" 6' 4. -- - --- INDICATES -iORIZ. UPLIFT BRIDGING L 1 1/2. R 1 1/2 - MK'D "C". 6) DO NUT COMPLETELY WILL Jorsts 1U REARING St1PPOR! UNTIL PM1PERlr Aix,NED AS SEx)N As IME JOIST 15 IN T'ChITgN THE •J0T5T SECTION "St" SECTI(N1 "S2" 5. AI_L BRIDGING TO BE EQUALLY SPACED ENDS SHALL &r ATTACHED TO ITS SUPPORT IN ACCORDANCE WITH NQTf 9 BELOW ALUM JOISTS WHILE iNSIAALNU BR%!NC AFTER _ SECTION "SJ" TIN '�4" � CTIJN 'S>J '�C " » " E TI i� "S6 SECTION S7 6 INSTALLATION OF ALL EIRIDCFNG, COMPLETE THE ATTACHMENT TU PIE SCARING SUPPORT. DO NOT ATTEMPT TO ALIGN OR STRAIGHTEN GROUT) SEE ERECTION T--- OF JOISTS AFTER IN51ALLATON 44 PFRMANENT ATTACHMENT TO FEARING SUPPORTS HITS BEEN MADE 9) JOISTS SEE ERECTION STRUT PLATE T T A) BOTH SIDES OF THE SEAT ON ONE END OF THE JOIST MUST BE AnACHED TO THE tUPI"T AS THE JOISTS ARE PMT04D MD F'RKJI< BY OTHERS SEE ERECT" SEE ERECTION `iE E ERECTION JObT NOTE 1 6 I 3' OF p C 10�T NODTE 1 6 E XIST NOTE 6 k" GIRDER SEE EREC'1oN THIS SHEET L L-- COLUMN JOIS NOT STABILIZED 10 RE11ASK 1 THIS SNEFT CIROER r IRIS SHEET GIRDER THIS SiHW THI$ 1 6 N07E 1 6 r I � COLUMN JOIST STABILIZED ALl B�ktS Mu'�HE N��Tu�O ANO ES WHEN OIGNTENED PER TS OR HOLES TME T'NSC�SPECTFECATI��gR TO REIEAStNt HOT$TnFGBCABtETH �WMER( JorsT 2- x2" AOR x• SEE ERECTION (' I 3• iFA$ SHEET 3• V \THIS SHEET STRUT gEL• 2-3f"x2' SLOTS NOTE 6 2-%"x2' SLOTS SEE ERECTION 1-W1•x2' SLOTS PLATE- L__ _ SLUT CONSTRUCTAB ILITY DOE; NOT ALLOW FOR 8th FIND, JO6T FIFW CONNECTIONS MUSST BE METE' STY WELDING OR AS SPECIFED Br THE FROJO X" .ANOTED ---$ _ THIS SET NOTE 62-�(`x1" $LOTS N B.S " tiIRUCTURAt ENGINEER OF RECORD PRIOR TO RELEJdE. OF WySTTNG CARIES �- 5• � i-11IM x2' SLOTS I 3<;' GA. NOTED -- DESIGN_NOTES U) JOIST ENDS '^JfkL TIENT ON STEEL STRUCTURAL MEMBER OR KONG PLATES AND `,hkA BE CONNECiE1J THERETO WITH A MINMKiAF OF. I THIS SHEET 3k' GA NOTED $- 1 �� `� WHEnNOTED I $IfORi AN (K-SER(S) - TWO INCH FILLET WfIDS 1 INCH LONG OR EOUNAIENT _' -- s' 1. iXX.XK1 -- INDICATES AMOUNT OF TOP CHORD AXIAL LOADS LONG SPAN (LH/OLH - SERIES) TWO Yx• FILLET WELDS 2 INCH LONG OR EOUNALENT 1 J THE CONTRACT ORAIMINCS SHOULD BE RfV*wED 10 DFIFRMINE WHETHER ADDITIONAL WE.D F REaJFRED DUf TO SPECLAL CDNDITKA" L.exs w >sS' s• -a.s L.BXs w/ ,�• S 2• STIFFEN'R PL 2. BUILDING CODE 2003 1 BC 10SAT ORDERS ILII STIFFEN R PI. 6 3. CAMBER FOR DEAD LOAD Aj EVHEFE AIST GIRDERS ARE SUPPLIED WIrh SLOTS/HOLLS IN THE 4EARK SEATS, BOTH ERECTION 015 AT EACH END M1,61 BE ANSTAEIru N.B.S. N.B.S. wtnx49 I dS wl4xs2 ' VAREE$ 4. LIMIT LIVE LOAD DEFLECTION TO l/240 AND SNUG TIGHTENED PER IME •MSL:' SPECIFICATION PRIOR TO RELEASIC TETE HOISTING, CABLf.S. wHEriE S10T5 ARE NOT SUPF'<IEU, JOIST GIRDER ENDS MUST Of WELDED PRIOR TO RELEASING 1HE Ffot,pTFG CABtES BOTTOM CHORD BRACE 4 • w14x49 3. 5. DESIGN JOISTS AND BRIDGING TC RESIST A NET UPLIFT OF 15 PSF B) No LOADS SHALL BE PLACED ON THE JOIST GIRDER UNTIL THE JZTS BEARING UN •FfE QRDFR ARE IN PLACE RNID WtIUfD TO 1HE � MK'D ice-l� ON PUN w12x53 3 w14xe2 1 -�• W12 53 6• DESIGN JOISTS WITHIN 10'-0 OF BUILDING EDGES AND RIDGES FOR A NET WIND UPLIFT LOAQ OF 25 PSF ODER TI N_-�" _��N - _ � 6" • SIM. 6• -SIGN � HE STRUTTED EFTS OF THE BOTTOM CFf01tD Of JOKT GIRDERS MOST 9E RESTR/uNEO FROM UTEFW M[NEMENf TO B42Ai;[ 'HE �.IF+llEk - E � I 6. O-SIGN JOISTS AND GIRDERS FOR .5K ADLOAD & .5K BEND LOAD. FROM OVERTURNING DURING ERECTION THIS IS ACLOMPU;HED WITH A VERT" STABILIZER PLATE (MINIMUM 6'r6'r%' KA% HFTWEEN I 7, SNOW DRiFT PERPENDICULAR TO JOISTS ARE INCLUDED IN THE UNIFORM JOIST LOAD SHOWN ON PLAN. CHORD 'SEs. SECTION "514" ��q� 8. JOIST AND GIRDERS SIZED FOR AN ADDITIONAL 0) AFTER COLUMNS ARE P;UMN WITH FRECTION W.1LTS. FIELD WELD THE JOIST GIRDERS 10 THE CAP PLATE WITH A MINIM1IM Oi Twf, �t. 6" _ACTION " i t" _SECTION "St2" SE4TiGN "513" }_` WELrTS 1 INCHES ION(• OR EOl11VMEN1 THE CONTRACT UR4MNt,S SHOULD LfF I>EYIEwED TO EtETLRiaNC MT4THER AD()llp/NAI wEID IS SECTION "510 I TIN " 1 D.L. OF 5 PSF FROM GRID 43.2 TO 33.7 AND BETWEEN REaaRFD DUE TO SPECIAL CONDOT10W $LOTS GRIDS PP-QQ F! 00 NOT WELD JOIST GIRDER BOTTOM CHORD BRACES ((A'S) TO THE 0000M CHORD OF JMTS UNTIL Alt ROOF OR FI DON UFJM: L.QAR` 2-' x2' SLOTSCA ARE APPLIED BOTTOM CHORD BRACES SHALL BE CONNECTED MTH A Moo" 4 ONE II INCH FELET WILD, i INCH I,ff, Ok EOUVALfA, STRUT PLATE S' S' GIL SEE ERECitON BT OTHERS ---T SEI ERECTION SEE ERECTION SEE ERECTION STRUT PLATE NOTE 1 6 X MOTT 1 6 x. IRS SHEET SEE ERECTION *" SEE ERECTION X' i NOTE / 6 S" NOTE 1 6 BY OTHERS THIS SHIFTY ' 1 ERLC1pR NOTE Alt Jo1sts to be Erected eith Ta s �'� 2'Vil" SLOTS NOTE1 6 �� 1 6 THIS SHEET THIS SHEET 2-�fx"r2' SLOTS the Sane D,rect,on Unless Holed C• 23 !- 3/21/05 ML REVISED RELEASE FAB, FINALS _ THIS SHEET THIS SHEET 2-SIA"x2' SLOTS ]>C 5' GA. I , SS = 105 5' GA. I I V tri o number of years of e•perlence. you Can be sure E " CA WHERE NOTED ---$ that every precaution :s taken to etlninote r 2/25/05 SD RELEASE FAB FINALS rerPons i ki't i t W,t I be to ripdat i t n r 1 SMI S" 1a11e w/ • errors In the event thot an error Is detected. my PLATE �• � �" S' Y a and correct ec t thr STMTENER Pl-- STIFFENER PL - _�, L5x3 (LLV) , errors on the plans. If rrpuested. Wilt not be o� 12/22/04 S. FOR APPROVALS c resPons-1010 for ony Inc"dentai Or consetN•ent-al dana0es• _ M.B.S. Laws TH/ I L -AN B.S IS15 ' �� I STRUT ccOTT s DETAILING CD SO4078 REV DATE 8Y DESCkEPTEpN Lad W/ MI E1� w10x19 A 8K' . I STIFFENER Pl wt2.T" - STIFFER PL -_ _ N.B.S. PUTT - - 6 S \ N DATE FOR N , `.� , I N.B.V. STIML DECK 1J STEEL ENCOUNTERSWlOx49 irk 4/1 12/22/0 PPROVAL. �i J l JOIST IS SIZED FOR �^ ldxE 1 6' 1'-3- +I-� SFfOwN �� % a N.e.v. IEYST1TUTR • 4/1 2/2s/os FINALS �G 52.5 EAST .300 SOUTH `,4LT LAKE CITY 4/1 3/21/05 FINALS PHONE (801 ) .322--471 1 16.1TAH 84102 TI i��`i j,?` ` �T�N .523" _STI N " . " ,� ; _- oRAwnl BY - DATE-Irl CHECKED B1 - -_- DATE' -- DAN 12/15/04 JIM T - �12/17/o•>. •• dOiS� i;irDfRS vfrFN.F ONE SHOO COAL Or )r►r I•��. r Ti N "$ 4" T1j' "10 "Tom Karr vt fro.ON ar Qw•It•, ��_-� low To Oil qqw t sw Lm a SAY � DESCRIPTION ROOF JOIST LAYOUT: AREA 8 .r -DETAI " " (or'-MM Ml IM S+Arr JW m t laF(I®Wet Tat f,i„ 'I%. I,,• ,.nAlr -_ Joe WASHINGTON-SOUAkE MALL - AREA B 1r al•rrra 9"xM Oe au a t nu or t TU•et,D er mu IK•Alii`r N * WARNING_# LOCATION TIGARD, OR, im" AAE UNSTABLE DURING fierC10N L;;W* NO CnN:UMStAHCE1 Aft WNSMUCT04 LOADS Of MIT DE7Ct1MPT101F TO K PLACED ON UNBRIDGED .'GISTS ANY ERECTOR WHO ALLOWS THIS TO BF DONE IS ARCHITECT DLR GROUP ^`` G MI DNlECT VIOLATION OF O.S H A REGULATIONS, CK.AfrS SIGNIFICANT 11l OF SEM,>JS INJURY TO PERSON -- -- .•+ 7 _� v7_ AND PNt"JOITY, AND AAA'r sE HELD LIABLE roe ANY MULOWS SUSTAINED SEE DELNER•Y TICKEi .----...--.___.____._. .. ._...._ ..._ SECTION " cTIQH "�QQ2• A88REVIATIONS �` WARNING '� CUSTOMER SEI NORTHWEST M IKMI , LS LOHGEPW 1r;T ffor - Ou OF rAtfgyLl 1s - 1"MTVAN J"T - - --- - Tp CHM ExTTHSION - J HIM - J" ELEWMI! r o ,,,mss, NMFD a/�fra,.f SPECIFICATION SECTION #: 05210 - -- S80-04-0758 8 -- --- _. Jo _.._.... i- - • __..__ R •- REV VUl CRAf T FILE NUMBER 8 NUMBER - -DRAWING NUMBER HOT n !TEFL ERoouNtEWs AK _ 0-0 4-O 7 58 208" J 2 or 4' 2 411,.,. Ela LBQIIBII�ITY S'T'RIP C 11 rr nrrllul lrnlurr r�ujrnl unlnrl Irujun utllult I!nluu urrjln' r uu I I r n r r n I r r Ili nu un nu uu Nur un rr E I I I NEIL un Liu un uu , . . Io. .Etla Io I I Is la 14310 le I• ii I : tta >�� d :• �o NON t O/ os 'I""I'�""I''"v a L t c �•� "� �: '%��i� �tEY�s e'S1•fi'r.•.,, ,. - . ��, Ika °- t, rS ,i .M. X' I I SEQ 1 SEQ. 3 CC REO CC: GREEN SEE DWG J1 3 2 1 y ... 1,_1, 29'-5J ' 30'-0• 43,_D. � 9 - 8• �7. (�6. "-V--_ _ -____- -_--� - 30' O' _ 30'-0• _ 3U� 0" 30'-0. 391-9• E:O. EQ. EQ. EQ• -- I' I ( a :: W12x19 N ' n.tI C� -Tr z r, W12x19 W14x38 W12x19 -- _--^ _ W12x19 _W12x19 _ r� "' _ _ _W12x19 - i- -_ W1434 FF t Std N-_ W12xt9 W12x19 0 -� W1438 a �_ W12xt9 __ _- W12y19 _ �I W12x19� w12x19 I _ SiA - `�' N - N -,. - _ W14x34 S1 _ W1209 ; � BRDG, w14x22 _ ; ; ' 3 ! BRDGZ �' BRDG2 S1 ;I N N - �_ ; EQ. I E0 W14x2 i --- - W24x55 in j W14x22 I W14x22 __ W18x40 S1; - W18x4T_ 0 S1 i - _W18x40 _ 3 + -y _�-- ( I 0 +5 T I `t' W12x40 T- -�7 Y � __r I I �,��5 I Ik8k ���r I I RT_ 1 '_11• - - I -- GG UPLIst IFT BRIDGING- PAONELE 01NT 22K 520 0$-J 118 I JJe-1e S� ' 22K 480 308 J 12� $10 _�_ ___._____ I I � I i \� I CSI i t1� I i , - __ _s:tel__ _1� _ _____,j�L W8x 1 U W8x 10 _ 122Kx80/,308-J t 28 S2 122K 520 3U8-J 136 i S9 122K 520 308-J 13T SSI UB-iB 22K 520 308-J 136 I S9 ue_za I I L, I S20 / 1 1 /� i BOTT. CHORD ONLY1) on -t-_.---r `� 6 ---� --__� _-� _ ,_. _ -24LH480/308-T48 _.___ �P�FT RI IN EACTA!JOIST) o l i m I I r ! I ! I KIT m I m I t �' 1 M><ti 13 PSF - Al ALL JOISTS -EA H 9AY a c°� I I 140 PSF0 PSF (3001 P.L.F. SEE DESIGN NOTE # 5 I ' @ I "' _ Ip _ I ' W8x 10 oR oo WSx 10 ,n I a' I I I I I I 0 PS F `� I I e,� . c"°v I !, - - - cv I °R -- -- I i � ! ( -� 0 1�sI9 - ��118�1� I 1lBz1B I - I =� I U8-18 Mala, ►T 1P -0 ADD'L SNOW LD. o 3 I z - 0� ► I _� r N - r-- _ - ----1--- ---- -_---------�- ---�_ I I n r ! 3 nJ I oa � 1 I o$ , z I ! I I I 3 v I I \ I I I I I I r' C-4 M 1�IN1 ER ANp CONTRA T R NOTE _t �5 I ue-te I M I 119 -0 I o 6, 2. N i -. 'B1 -� _ Y I W8X10 -� W8X10 -�---- I P� I I Itl6-tB "'� UB-1B I I O d I I I I �� i I JOIST CHORDS ARE NOT D(SICNED FOR OFF PANE: BENDiNC DUL TO CONCiNiRAIED LOADS .RCAIER THAN W -N I --�"- $1 cv W1 x4 - �---- - I S!fl-1B�o I ---}---- --}-"t --- -- ��_ I � I _- I ! ; I (ALM SUCH LOAD WAS DETPLED WITH THE MAGNIiUDE AND EYACT DIMENSIONS UEPICTED OW TNS DRAWING. N i I ' 2 - S20 b� I I CV 1520 b� I N I S8 1� N I -,A $8 1 cv SSI i -T- -N I I NEAREST PANE POINT LOADS 1Hl UPPOAT PANEL SIiE CF1pRUNTS OR FAT NO ExPENSIELD WELD AN EXTCAVU CMeE pAFME R FROM THE PtJIN1 OF TOAD 10 THE S t s .�o+ Op}°' I i I tl B�bO I � I ry ENGINEER FOR SIZING OF THESE MEMBERS. l CONSULT E STRUCTURAL I 22x400 t88-J28 1_. BRDGZ �+ i I S1 ��` I I S21 ��g I j I � � $� 22K 3 188 �J46 W24x55 _ - I I 22K 3GO/188-J58 S3 o I 22K 400/188-J t 9B S2 I 22K 400 188-•; B `D S2 K 4 1 - ! ��� I I ! S 12 NOT BY VULICRAFT S2 � I 1 I --�- * g�-I-- �-� _ ♦_.__.�___.___ _i_ � _ _�I 22_ 0� 88 Jto61 24LH360 188- T3B S 7 I I I I 16 ( S 15 o p4b� cu I 1 _ I S 17 12 `'r ---T.___ " -4S,,$ -_________ --- I I I 1 m I �'� S t 3 z I RTL, -M3 1 '� I ; 8 S2 ! I I 52 i I I S 12 I S5 I I 128LN56O/188�T1B I S1,. I 7000 I I I S8 I I m I t,a-1e II oo _ I CN I I I SSI I ) 0 q I I -_� 24LH360 188 T5B __T_� 1 I I'U _t___ 22K360 188 _JZ28 m ' 22K360%188-J206� I 1►9=19 UB=1gl - ---- �` --, ---- I °° I ! I I B -} -�"�' �,f ( I m ' i m `�`� v' m -�-- S 13A I I I I o >< 3 12tH560/188 T16 13 T� I I I i !11 w18x55 08 I I i I - ��.-_ ___L____ �-� , Y I f I I I 1 ------------ ' I I I USI-1B ue-,e I �o I I I Y I Y I szO Lv I I I ;I 22K 360 188-J25B �=� o �> 22K 360 188- ue-TB ao Beate I I oo I I I BRD - -T-- i ` I /1 J36 I- - + uBY1a ►�, G1 BRDG2 S 13A ' i i ` �-- ---- - --a I W t ax4� o `D w36x 135 S 13 o I I -, I I I z I I z �, t 3 - - ------- a O I 04 { ( I At Ar I O 1 I Y I i i N I I • O _ M lea 1B I f I ( SSI I i I i I in i I I � --''' -- ue-18 _� I W1204 I - �� BRDGZ , 1 S9 - I 1 IC-11 ( + I I I I S 11 1 ��� �. �+____ �`� BRDGZ +sem _ I w 12x 14 -22K 360/1-1188- J38 ue_to !1@�BI r �=1a_L0 V I 22K 360 188-J 1061 IN 18x40 �� x90 w BRDGZ - SSIIS9 - ---- - -- k b+ w BRDG 1 3� I 1 1 Cu xgLl I I I b W14x22 I 7/-6' 7'-6' I ! i � I 1BRPG1.1__ 1 �'�. W14x22 I I � , I I 4 BRDGZ W14x22 I W 4�C22 I I W24x55 / T' S- W12x 14 BRDG2 ! S 18 1.9 �,,+b�'� S6 BRDGZ 1 S4 I ! I` / --- CKK) 30.1 �► W12x)4 i I S2.0; S4 IIBRDGZ I S14 / / - ! 1 241,,.)cel/188-J14B Ln ' I W 1 \�, 8x 0 _ W12xt4 �� W8x10 _ W12x40 W12x40 I i ! to I I W8x10 ---- t 1 1 i 1 ! -- W12x40___ _ 4,_J�, W8x 10 STRUT PLATE - I I BY OTHERS `-� W8X10 JWBX10 I 241K360/1881-J238 ^ M , 20'-0' 5'-0' 0 S 1 A ONLY SEE ERECTION SEE ERECTION - �, �F--fi- - -- ty -y �\ NOTE 6 NOTE 6 ADD L .fiK itc �-. X N EN i I I I I THIS SHEE' THIS SHEET w8x10 W8x10 6�y" , \ y" I I 1I + 3 iI n -N 2-%%2' 'SLOTS 2'�ffJ"x2" SLOTS c W8x 10 0� W8x 10 24K 360/188-J's, W ' 3 0 "n K .r ,o to " -- cv _� - i I N W8x 10 w8X 10 � o •► N 5 5 GA. �+ ADD L •6K ADL)AD a 3 �`+ � ! 3 3 I 1 I I p , I i Y wsX10 I 1 I ;� I I I a "' EREOTOR NOTE: Cq 8x 10 3 W�1 o I -I I Go L8x8 W/ 714" W8x t 0 24K 360/188 •1148 ,r, ____ W12x40 f STIFFENER PL " --t- I i I - 1 I Limitations exist regording OSHA 1926.757 (a� (3) \ W12x40 i I r I I I I I and the design of joist, of or near columns needed � I I I I W12x40 to safely support on employee without the need for ' 'i I erection bridging. 24K360 188 , I I I These Joists MUST be e,ected by either ' W12x14 W121c53 ! 9 ` WIOx49 6" W1204 �___ W8x10 W12x14 W8x10 (1) Installing bridging or otherwise stabilizing W 10x33 - �_ ---- 1 ._2. i �D I I I the oist nor to releasin the hoisting W1ax22 - S20 ( I I I S2 I l p g I cable, or Wtax22 I W1 x22 in W1 x22 (2) Releasing the h3isting cab!e without a worker � I ► I i W24x55 // � - on the joist. � BRDG1 - MM - _- ,, �� I �• 6• BRDG2 \ o � I J SECTION "S1. SiA" SECTION "S2" F1NAL PLA NSSEE ERECTIONI N - 11 STRUT PLATE NOTE 6 SEE ERECTION I FOR CONSTRUCTION A.ti D FIELD LD t�,�I E _ 81 OTHERS THIS SHEET NOTSEE ERECTION STRUT PLATE SEE ERECTION DATE I_5 SG ED_��___ �`• 1-'Twfi•X?` SLOTS THIS SHEET �,. NOTE # 6 BY OTHERS NOTE N 6 SEE ERECTION SEE ERECTION � / 3 L2 i 05 S' GA. 4�' THIS SHEET THIS SHEET NOTE # 6 NOTE 1 6 / 2-44"x2"A. SLOTS 2-'Xe x2" SLOTS 4�' T " 31 1 THIS SHEET Y" THIS SHEET ROOF JOIST LAYOUT-AREA S � CA. 2-�fe x2" SLOTS �- - -_- _ l 1 I 5• S" GA 2-&%2" SLOTS , 2-�f6"x2" SLOTS SCALE: 3/32"' = 1'-0 SEO. 3 - . COLOR CODE: GREEN S.J.I.SJINOTE,. !I I �;" GA. I ( 3ti' GA. SEE JOIST MANUFACTURER RECOMMENDATIONS FOR HANDLING 8 w/ II m" L8x8 w '' L8x8 w/ �• III • NEP PL--- ! � ! STIFFENER PL Ili m" STIFFENER PL L8x8 W/ I! �" I AND ERECTING STEEL_ JOISTS AND JOIST GIRDERS •g S• N.B.S. STIFFENER PL I I I 5. - 5" 1 , r-------- -- INDICATES DIRECTION TAGGED ENDS OF JOISTS ARE PLACED. 5) [x) N01 COMPLETELY WEIR JOISTS TO BEARING. SUPPORT UNTIL F'KGF'ERIY ALIG"IEO AS SOON A` THE JUISI IN PUSIixxN, THE .KX51 N.B.S. I 2. - DENOTED TAGGED END OF GIRDERS - ERECTOR NOTE LOCATION OF GIRDER TAGGED END ENDS SHALL BE ATTACHED TO IT'S S+JF'pORT IN AcCOKDANCE WITH NOTE 9 BFIOW ANION JOISTS WHILE 06TALLIW BRIDGING, AFT !I N.B.S. ER INSTALLATION OF ALL BRIDGING, COMPLETE THE ATTAINMENT TO 1Hi BE W, SUPPORT, 00 401 ATTEMPT TO ALIGN OR STRAKAHIEN GRtHIPS W10x49 ! $lfI W14x43 i117J W10x49 I W14x43 i'1774'�' • 3 ~- - INDICATES HORIZ. BR,DGING L 1 1/2 X 1 1/2 - MK'D "C"• of JOISTS AFTER INSTALIJLKJN AND vERMANNENr AnAcHM(Nr Tp GEARING sulwuRis HAS BEEN MAGE 4. ---- - INDICATES HORIZ. UPLIFT BRIDGING L 1 1.12 X 1 1/2 - MK'D "C". 9) JOISTS 1 -O Wi0x33 5. AL.L BRIDGING TO BE EQUALLY SPACED A) BOTH SIDES OF TP: SEAT LNN ONE END Of THE "-;I WUSI BE ATTACHE() TO THE ;UPPORT AS iIIE JOIST; ARE POSITIONED AND PRi,,R IJ W1°X49 I TO RELEASING HOSTING CABLES. WHEN SLOTS OR NOTES ARE PROVIDED IN THE BEARING SFATS ON (ANL END OR BOTII ENDS OF 4 JOISt 6• -�,'`--�- �----- ALL BONS MUST BE INSTALLED ANU SNUG TIGHTENED PER ME 'AISC' SRCIFIOT10N PRKIR TO RELEASING, HOISTING CA5LE'S WHFRL CONSMUCTABILIrY DOES NOT ALLOW FOR BOITINC, JOIST FINAI CONNECTIONS WIT BE MADE BY WELDING OR A; SPECiIIED Ht' THF PRC)r:i:T ICOLUMN JOIST NOT STABILIZED SiRUCTURAL ENWAER OF RECORD PRIOR TO PELF" Of NOISING CABLES 6. II 5" " 5` 5" A) JOIST ENDS SHAD BEAR ON STELL STRUCTURAL MEMBER OR BLARING PLATES 4ND SNA l BE CONNECTED THERETO WITH A MINIMUM Of SECTION "S3" Q " TiON "57" - COLUMN JOIST STABILIZED SHORT SPAN (K-SERIES) TWO 4 INCH FILLET WELDS 1 INCh LONG OR EQUNAENT SECTION "S4" . SECTION S5 - SECTION ��S$,� SLOT LONG SPAN (IH/DLH - ;FRIES) - TWO Y,' Ft!lEl ((FIDS 1 MI:H tCA1C OR EOLINALFNI cC�TI N "�c6n ��� �/� THE CONTRACT DRAWINGS SHOULD BE RNEWED TO DETERMINE wHtlgR ADDITIONAL WELD 6 REQUIRED DUF TO SP(CiN_ CONUtrKNS Jw„ D_105.'12N LvT�� ,D) JOIST GIRDfRS� STRUT PLATE SEE ERECTION A) WHERE JOiST GIRDERS, ARE SUPPLIED WITH SLOTS HOLES IN THE BEARING SEATS, bvIN FPECTXJN BOLTS AT EACH END MUST BE INStAt"L. ' " JOTCT J" Y• SEE ERECTION 3. 4 $13A BY OTHERS I AND tNl) 11CHTENED PER THE 'RISC' SPEf,IIFATION/PRIOR i0 RELEASING THE HOMNI, C"BEES WHERE SLOTS NNE NOT SUPPLIED, JOr;T +� SEE ERECTION JOIST 1 XX.XK - INDICATES AMOUNT OF 'OP CHORD AXIAL LOADS GIRDER P10 6 NOTE 6 SEE ERECTION ( } � GIRDER � WIDER ENDS MUST if WEEDED PRIOR 10 RELfASIAK; THE HOISTING t:ABIES SEE ERECTION NOTE 1 6 i 0 S13 NOTE N 6 2. BUILDING CODE 2003 1 BC h NOTE 6 THIS SHEET SEE ERECTION • SEE ERECTION THIS SHEET a) NO LOAD SHAH BE PLAl.ED ON THF JOIST dRDER UNill THE JOIN'S BLAfTtFK OA: iNE (;RDER ANE IN N'LA4E AND WELDED TO IiN( I THIS SHEET Y A " THIS SHEET 3. CAMBER FOR DEAD LOAD ORDER F, THS 5W.-V 1-'he x2 SLOTS NOTE 1 6 --{ NOTE / 6 2-',)fe"X2" SLOTS A 2-%%2' SLOTS 4. LIMJ LIVE LOAD DEFLECTION TO L'240 Cl THE STRUTTED ENDS 1 THE I,OTTOM CHORD OF IOLST GIRDER, MUST BE REYRAINED FROM LAIERAL MINTMENi TO BRILCF THF Q"i,, FROA OVERTURNING Dllk,i ' [WOON THIS I; AL;COMIA.ISiIED WITH A VERTICAL STABUZER PLATE (MINUAJM 6"t6'aY,* PLATE) BETWEEN TIG 5. 4' GIL. - THIS THIS SNRT 5" GA. 3y" 5. DESIGN JOISTS AND BRIDGING TO RESIST A NEI UPLIFT OF 15 PSF. FRORo ANGLES 5• 5" 5, I _ DESIGN JOISTS WITHIN 10'-0 OF BUILDING EDGES AND RIDGES FOR A NET WIND UPLIFT LOAD OF 25 PSF AFTER COLUMNS EOUNALENTREr o�NrR�ilrlcET�w�iRTNGs Rif sH(lUID eELEWSEo r oEiEaMAN INTrErr�R aUbMiOiw(YWELO Is e ARF PLUMB WITH g" 5" 6. DESIGN JOISTS AND GIRDERS FOR 5K ADLOAD & .5K BEND LOAD. RFOUPED CUE n. SPECIAL CONDITIONS. ` W10x49 Y 2" 7. SNOW DRIFT PERPENDICUL4R TO JOISTS ARE INCLUDED IN THE UNIFORM JOIST LOAD SHOWN ON PLAN. F Do w.,r wELo JOIST CJRUFQ BOTTOM CHORD BNAr•ES (GB-S) TO THE BOTTOM U ORD OF JOISTS UNTIL All ROOF OR ILOOR DEAD LoAU, q "- �" ARE A/PLIED BOTTOM CHORD ORALES SHAH BE CONNECTED NTH A M1NMU11 OF ONE )h INCH FILLET NLEI, 1 INCH LONG OR EpU1MiLENf W12x53 8. JOIST AND GIRDERS SIZED FOR AN ADDITIONAL Q.L. OF 5 PSF FROM GRD 29.3 TO 26.3 & 3.3.6 TO 32.7 BLTWEEN Q 3/7/05 SD REVISED FINALS BOTTOM cHoao BRACk. ( 6" II GRIDS GG-HH y W*D •G8_j• ON PUN BOTTOM CHORD 9RACE 3" G 10 MKb _•U9��. ON PLAN W14x43 SS'- 50 �i 2/13/05 SD REVISED FINALS N _ Ti N,�" _ SECTION "S 11" 6" 5 LH = 7 - -_ .- v___-.-__._.___._.._._._._.._-- _-- _-SEC KIN 1 1 A" SECTION "S14" 2/18/05- --° ".___.____.____.___-_ QSo FOR FIE: LS • " "I o 12/22/04 SD FOR APPROVALS µ"rd STRUT PLATE -.` _-- �; BY OTHERS I SEE ERECTION CTI+ N "515" SECHON ION S 16 4TEEL DECK - 504078 REV DATE eY DESCRfPTOON IN9MUTE 0 1 NOTE 6 s. SEE ERECTION � • THIS SHEET },.; SEE ERECTION , I DATE _FOR . z r • .__..- i NOTE 0 6 2-'li{�x2' SLOTS � NOTE � 6 4/i r2/2z/ox PROVALS 1 � STEEL, ENCOUNIIRS i' T111S SHEET - THIS SHEET 1r o� 'f 2-W�x2• SLOTS! 5• kN� 24s%2' SLOTS -`- 4/1 2/te/OS FINALS ��� 525 EAST 300 SOUTH SALT LAKE: ("il I y6 SEE ERECTION ;• cA 4/t l/21/05 rINALs PHONE (801} 322-d7U1 +JEAN 84 102 --- I - LM FFE R NOTE r 6 I I ABBREVIATIONS soon SPAR RAST IMOK DNC W%V IF T r r("t P RAY DRAWN BY DAN 1DATt 4 CHECKED BY IM T. DATE ' THIS ET Iwy_�-_ r 5• STIFFENER PL-- 5' ._� IOIITr�)�r 2/ 5/0 1 J 12 20 N.B.S. I - -- - BWW YI �Y WTf RIAl5 5f - J01tT IDI'SeAN q5T KCTM M Sn01 WA*p PArE..�f1•n,_ _ __ _._ / /I'� " GA GA.Gt: INK - AL TS 40 [rTINSION O"W LAECTA KIT( All LONG'9ft�I b N 1RCt11 U N IACS IN DRCMN 40 M ON Vii W `- r LAYOUT: � SECTION BRDG 1 N JOW"M Lwvlaa a[vATK)y (AKS �Ntlst Nono OTSAERNU;t DEsc virl`1ON ROOF JOIST LAYOUT: AREA L r 5• 2r I - NW, N�1 FIN tTEn L'tICOUNTERS Ila_ 2 W14x43 I idf• 14•AWS,SIlm ON MI Or Wrnws a■'ar'"M iKli(KtIA-IINS N( • JOIST iS SIZED FOR ADDITIONAL JOB + I LOAD FROM BIE44 INEICH1 WASHINGTON SQUARE MALL - AREA B _w_... � 6` c Wt 49 6 ,r ERECTOP NOTE, Ali Jo s s to r," r,V(1rd r th rags •w In the sa'e ;IrrC;'m unless Noted LOCATION TIGAKO _OR. DETAIL "8" V th a ninber of yter. erotr•PXe, you Con be sure -- Wi 2x53 that ever r JueciNlTf;cT DLR GROUP 3 ' * WARNING > Lr.cautla ,, take., to el,".not. !• r - * Nrors in tIM event that on error .s detected, n _-•' "I"Pons"bil,ty M,It Ie to rodet�,I and CC rVCt ten467 . w w B JOLtTS ARE UNSTABLE DURING ERECT*N. UNDER IID CIMCUMSTANCLS ARE CONSTRUCTION LOADS OF ANY errors on the plane :f re --- ~ - T1SiN $11 - gwsted I • I not Nie OES7fIP11pN 10 BE PLACED ON UNlRIOGEO JOISTS ANY ERECTOR Nn ID NLOWS TMS TO BE OOIK IS relpOns hIe far any nt dental Or consea+ent ai do-opet - - CUSTOMER IION�S18" SECTION520 SECTI N " 1» _ [ w8RDf� " ;N DTMECT VIDLAnON OF O.S.HA. RFCULATIONS. CREATES S"CNFKANT RISK OF SERKM im,"MY To 1KRSOM SCOTT'S DETAILING f'C SECTION 8R11G2 AND �"ROPERTr, AND MAY BE HELD LLWE FOR ANY R liIJIMS SUSIA1NED SFF DFINEIN ncKtT. VULCRAFT FILE NUMSFR JW NUMABER LIHAMtINC NU!At4LR -1- SRf.+ CN 05210 - - WARNING * SPECiFICATIOr� ___-_._ .-- _--__ .___ - - ---------- - - ------ --- -- -___ __-_-_____--- - SECTION # - - sso--o4-ol5s 2087 J3 OF 4 � 4 ♦• s .ae'N4�Y�'k4e'.,,W' . ..AwwY-_.._._.._.a...-_.._._._.....-..-w..-. .t.... _. - -..._.__ L1K3IHII.IZey lITR1P Ct11 i I' i' IIiI!lillllllfl',!iulull+i,i!I,I!�!!►,I!rl !!!!I!!!! !(r!Itlf► n!!{ '�¢L..: ..�•...t.IT-..... _.•. d .N.RNIV1?Y:i.u • -MM+IPOI".`MiM1M1" J.� 1 d I -I I I I I i I I 1 VIII ILII I U i 11 I illi III t ! Ilt I II II I III ILII til II 111111 Illi Ill, III nil IIiI uu nnlnn IiuIInl Iiii�Ilii ILLI nnluu ' N011ce 10 17, 12 13 04 1O ! I• 1 P 2A 27 28 29 30 ' • OE a _ 1 ;a )4 r _ . 77 W1204 -__ �__EQ-S6 � S 1 W14x22 S6 W14x22 S6 W14x22 W24x55 EQ EQ. EQ. 1 - _- _ r _ _ �- ---�-- - - ----- - M M UPLIFT BRIDGING- LOCATE 0 �- -�_ I K'�p�9 w Nr� I � +t I I ( S20 \ 1st 80TT. CHORD PANEL. POINT _ \ BOTT. CHORD ONLY 16-� 1 I 0 W1 x14 amu ' I I t!B-1C' S91UB-1C I ' JAI $9u�-tc 122K360 188-J17CI I T W1 r, (0 EACH JOISTS t2K 360 188-J9C LL-tc S9 W12x14 2 - _ 4- - - -_.�- _ -} - - --- I 4-- }- - --}--- c� t 8x40 - -�- - - ----r-----r- I -___-t- -- - -- �P1lF T R I I NS�.�.�T I 121 -7�' I I I S9 I I 1 ( I I 10 �? I I I o '� (AT ALL JOISTS EACH BAY 7'-1�0' I W36x135 1 I if- I � I I I `� I I : ' ,c I I I I ,� o SEF DESIGN NOTE #. 22K360�I 188-J9 ( I ( iv -r I I --I �- I - --- go - - - _ .Jl _ -1- - '- $2 1 i I I �----� t_ r }- ---T-- --�-- --�-- -- -1-- W 18x40 _ '� `u I v _CO I I I �_ I I I I I I I I _L_ 28LH 5soy 188-T t c _-1-- >> I I I o I I 1 �� i I 00 I 1 I I Y 1 ' I 1 I - t 4- I t1fl-1C) z I I I I II I I I �, I I 1 � _, M I UB-1C �' lue-tc �fl=1�1 ^ I wt8x55 _42-K3�18Q_�x _ -T ,� -- �-- --_ I z =D 1-_ +______--� --�- L -� `-1- 1--- ENG�EEK A� 4i�T14I1;� o _ _ 28LH 5601 188-T I C -+ - I _-t-�- 8 I C-4 I I I8 7I N i I o I I � I I �= I I A I S20 _ 4 lY d I I I I I JOTS, CHORDS ARE NOT DE.wNED FOR OFF PANEL tIENpNG Dlk TO CONiLh tArEU LOADS GREATER THAN 5(1Dt) I C14N I I I I I I I I I ^ I I 4 -�„ g UNLESS SUCH LOAD WAS DETAILED WITH THE MAGhiTUUE AND EXACT DIMENSIONS DEPICTED ON THIS DRAWING 360 t86-J8C 1t I I 3 ; I _ - UB-TCI - 1 t1B-TCI U9-tC N I I I z r / I 1 1�1i L___.-. __,�_-�_ _ _� _,_ _�� _- _ ____-1_ OTHERWISE. PLACE LOADS Ai PANEL POINTS OR LLD WELD AN EXTRA MEMBER TROs THE POINT OF LOAD ru TF�E -i- -_ I I I - - t I -- �` * s - 3 - - I NEAAST PANEL POINT ON THE OPPOSITE CHORU AT NO E%PEN'iE Tp VULCRAFI CONSULT THE STRUCTURAL _ �-�-- i----T-------- -� _ _ 28L,r�56� 188--T 1(, _ M -�---- � . � ENGMIEER FOR SIZING OF THESE F�iEIIBERS. oat �- $1 ya 1 1 I 7 a ! T_- �_?- - I I I S 1 I I I S 1 I I S 1 �°Q'� I i I I a I I T I x U S2 II I N I I I I I I S I S 2 S 1 I 47� � I I o I1 I I 1 51516 22K360 188-J7C I I 122K4U0 188-J10C1 122K400 188-J10C1 122K400 188-J11C1 S3 IS16 ; NOT BY VULCRAFT I 22K 360/188 J5C v W24x55 0 / �- / A I 24LH360/188-T3C I T �$ 2ZK 4001 �Sf $♦ - r-_ -t-_ - _ I �_- -t- }$ P� - L---�- t$ I I I TI S2 -�----T o S2 1-- +g16 -- � S2 i i S3 I I I S15A I I I 1 1 S7 I I I 10 1 1 1 1 10 I I I I T U I 1 I I I � i I � w12x4o I� i 1 I I I � 1 I I � ! I '-11ol - I 22K 400 188-JBC - I I I I W8x10 W8x10 Stll✓1 ue tc I I 1 '�' UB-iC �' I I _ �_'�I S9 t1B-2C 1 N _�___�_ _-. .^ -� �' I I I I I I I 1 I ,� I I I I 1 I o P 13 PS - ao PSF 1 I t o I t o I 1 0 1 I 0 1 00 I I I I r,. I I I � I (300_ P.L.F.) I 1 °aS I 1 I I _ ao ^ ca I _ x I I I 12'-01ADD L SNOW LN ua-Tc I I YM I i W8x10 W8x10 I "' I I4 , Y �a->� I Y _ I I �e�ccI1�--- Io �- N O 1-_ N CD O 1 - I O --i - 1-- �N I I ---� -- N O O O0 I x I -I d I I I I I I Z I a0 x K x x LJ, Z 1 I Z Y Q I Y v r� o c:> x M N N I ( I L` W I N I 1 Z I I I ca I - a I I I I � I N N I , I I N 1 1 I c" N .4- N O 1 ! I , Oxo 00 �; I I I 3 3 3 3 I 1 I ( - UB-1C I 1 I u9-tc I �, Ii a I �, I i UB-lC �2 I ( I 3 3 N' _ I _ �-- -- - --- -- W8x 10 W8x 10 - �. "' - -T CID 1- I I T I L_� _ I t., I I I I -W12X40 S20 I I I I 10 I S10 10 DETAIL a REMov S2 I I I S1 5A I I I I tS3 I9 I I 1 S 1 I I 2 a I 1 S2 � a II I ' I � K400 188-J1 C22K4001CLS-J1OC i 22K400 188-J1OC ! I 4 H 1 _ I Sib 22K 40 1 - I W18 0 W36x 135 W18x40 .- 22 /) 8 _ / 2 L 360/188 T4C o Se Jac 1 I � - r' ` t---- --t ; - ----+---* -- QQ S2 S2 11 S2 I I I I I I I I S2+. ' S3 I I 1 10 I I I I 10 I l I ,2 I S2 I I I - ' I I I I I I I S8 I I I _ I T" 9 I 1 ► u�-,c F --1--__}-_--- ( 22K 360AI88- J6C i ' i 22K 360/1188 J6C I �U v I I J_�-�' -�-� - �- - ---1------ - a � N 1 � I �� I 0D I I ; I � I I�� N I a I I I ( I in Tin x x 'r' /' �, I X to In I I I I t o I Y I o I I z Y I � I I z Y I 1 I o x Y c0 I I to I I v r7 I I 3 N 00 00 ��p��� Ny N d , a 1 3 3 1 22K 360/1188-J6C ; �_!�' o I s o � I - I I o ]LAITY I I I �_� M ul3-2c I I I 1 3 .r 22K 360188- J6C -- 1 F I --T---- -t -_- fi -+- N I 1 Z r0 I N i ZZ �-�- N 1 J T- N I N N , 1 I �, ati ('r) a o `" I I 1 I o I I t I I I I S8 M �' I 1 1 "� Q M Q o r� ti 0 t, --r-- W21x68 ' 1 •�-�- -I a - _ - __I 22K 480 308-J 12C1 w18x35 --- -- I I W18x35 L-_�-_ 22K 480 308-,.11 C-�1� - 22K 480 308-J 14C t_ T 22K 480 308-J 14C T 24LH 0 308-TSC I _ - _-�_- UB lC Ir w12x14 ( -� `L' W12x14 W12x14`s OS9 1 W12x14- I 9 +�,� 1 W12x114's I ( W12I14's �1? N S 1 W12x14's 1 �a � I � �a I ,,a I I I W 3 124 w30x 12a I w1 a 22 I w3011�E 24 ��_ W3�it 124--� L w3 >�12a w t 8x35 -- ; - --_ -----�-�-_ - z -- - -- R RA-L bw I I S4 40 PSF S4A S4 I S4 CL �4=1 o S4 0 �o+� `� 9 _ (300t P.L.F.) I o Q� n 6'-11 7 SPA, 2 7'-6 = 52'-6' '� ADD'L SNOW L.D. 2'-4' 2'-4' 1S SPA. 2 7'-6 = 120'-0' H v 4 SPA. R 7'-6 = 30'-0' SECTION 522 Of - - - �� 29'-5�" 30'-0' 43'-0' 30'-0' 30'-0' 30'-0' 30'-0' 39'-9' 3. 2�7 1 . 0. .3 8. 7. 6.3 4.�) 4. SEo z SECI 4 SEE ERECTION STRUT PLATE----.- STRUT � STRUT PLATE BY OTHERS SEE ERECTION INA ,�SEE ERECTION BY OTHERS NOTE � 6 NOTE � 6SRT D�EIBE s - 1, �LA N� 'SEE EEtt JN NOTE 6 " THIS SHEET NO PLATE 0 S4A THiS SHEET NOTE � 6 THIS SHEET 6NO PLATE 0 S3A 2-1Xs x2 SLOTS 83'x' 2-' S -THIS SHEET YR" _ 6x2 SLOT J ROOF J0IST LAYOUT-AREA B FOR CONSTRUCTION AND FIELD USE ,�� 1- IS"x2" SLOTS 2_Ih6,x2" SLOTS _ 5Yt" 5" GA. - / I - 5" Ga SCALE: 3/32" - 1'-0 SEQ. 4 DATE ISSUED-312110`' _ a - I 5" CA. GA. COLORCODE: YELLOW 111 I I " L8x8 W/ I 714" L8x8 W/ 1 1 7}F�" I L8x8 W/ 7}4 STIFFENER PL 1 . f-�--- ---- INDICATES DIRECT ION TAGGED ENDS OF JOISTS ARE PLACED. I STIFFENER P� STIFFENER PL I N.B.V. 2. .t-------- DENOTED TAGGED END OF GIRDERS - ERECTOR NOTE LOCATION OF GIRDER TAGGED END j N.B.V. I II , \ N.B.V. i ! i 3, -- - - --- INDICATES HORIZ. BRIDGING ' (K SERIES JOISTS) L 1 1/� X 1 1/2 - MK'U C . W14x233t W14x45 I X11 W10x49 6" W10x49 1814" - " 4. --- - - INDICATES HORIZ. UPLIFT BRIDGING L 1 1/2 X 1 1.12 - MK'D "C". S.J.I, NOTES. W10x33 5. ALL BRIDGING TO BE EQUALLY SPACED SEE JOIST MANUFACTURER RECOMMENuAT10NS FOR HANDLING I 11 6 __�__.-♦__ E AND ERECTING STEEL JOISTS AND JOIST GIRDERS (j I 6) DO NCI' COMPLETELY WELD JOISTS TO BEARING SIJOPORT UNTIL PROPCHLT NIGNED A'., SOON AS THE JOIST IN PU:- ;l ------ - - ---_ COLUMN JOIST NOT STABILIZED ENDS s4AEl BE AT ACHED 1G IT'S SUPPORT W ACCORDWE WITH NOTE 9 BELCW uxN ,orrs «F«LE wsraL�u. NL> r" III �- I 9'1 INSTALLATION OF ALL BRIMNG, COMPLETE THE ATTACF,MENT TO THE FTEARNG SUPPORT UO NOT ATTEMPT 10 ALIGN OR ;TRA LA,jU7•; 6• - L COLUMN JOIST STABILIZED OF JOISTS AFTER INSIALLAiION AND PERMANENT ATTACHMENT TO BEARINC, SUPPORTS HAS BEEN MADE 5" 6" LSLOT 9) JOISTS' n » SECTION "S4, W" - Al BOTH SIDES OF THE SEAT ON ONE ENO OF THE JOIST MUST RE ATTACHED TU i4 SuPPM. AS THE JOISTS All POSITIPO r,; 'd"i SECTION "S1" _ SLLrl-QN 52 SECTION "S3" DESIGN NOTES_. TO RELEASNG HOISTING CABLES WHEN SLOTS UR HOLE'S ARE PROVIDED N THE BEARING `EATS ON ONE END OR 80TH ENUS r h .ISYS 1 STRUT PLATE----, 1. (XX.XK) - INDICATES AMOUNT OF TOP CHORD AXIAL LOADS ALL BOLTS MUST Of D IS NOT EO ANVD SNUG i+GFITENJO PER THE •ApiC• SPECIFvtfS(1N PRIOR TO R*RLYN , HCASSING CIFIEs A it ` CONSTRUCTABIIIY DOES NOT ALLOW FUR 8Gt4rK;, JOIST FINAL CCNNECTI(?NS IKST 8E MADE By r1Fti)ING JR AS SPECIFIED b, IL !-iuCCi i BY OTHERS !1"I"" SEE ERECTION SEE ERECTION 2. BUILDING CODE 2003 1 BC STRUCTURAL ENGINEER OF RECORD PRIOR TO RELEASE OF HOISTING CABLES -� NOTE 6 JOIST Y," NOTE 6 3. CAMBER FOR DEAD LOAD 8) JOIST ENDS SHALL BEAR ON STEEL SIRUCiURN MEMBER OR BLARING PLATES AND SHALL 8E (JNNECTED 4-RF70 WITH A A.I:iFL... ;X. SEE ERECTION SHORT SPAN (K-SERIES) TWO 4 INCH FILLET WELDS i INCH LONG OR IOUIVALENi GIRDER THIS SHEET 4. LIMIT LIVE LOAD DEFLECTION TOL 240 LONG SPAN (LF+%DLH - SERIE-5) - TWO Y4' FILLET WELDS 2 NCH LONG OR EOUHALENT. I ( NOTE N 6 THIS SHEET 1'-5 - SEE ERECTION SEE E�CTIUN " / I X NOTE 6 246 x2" SLOTS 5. DESIGN JOISTS AND BRIDGING TO RESIST A NET UPLIFT OF 15 PSF. THE CONTRACT DRAWINGS SHOULD BE REMEWED TO DEtERMINf WHETHER ADDITIONAL WILD 15 REOUIREO DUE TO WIN C(Nw ,�4. THIS SHEET Y" 2-�fe x2 SLOTS_ 1 NOTE # 6 iD) JOIST GIRDERS _ THIS SHEET I y;• GA, DESIGN JOISTS WITHIN 10'-0 OF BUILDING EDGES AND RIDGES FOR A NET WIND UPLIF1 LOAD OF 25 PSF A) WHERE JOIST GIRIXRS ARF SUPPLIED WITH SLUTS/HOLES IN THE F#lh:% SEATS, BOTH ERECTION D0,,T5 AT EACH END MV 141, 2-%"x2* SLOTS �5 GA. I THIS SHEET 1 6. DESIGN JOISTS AND GIRDERS FOR .5K ADLOAD & .5K BEND LOAD. AND SNUG TIGHTENFD PER THE -AISC` SPECIFICATION PINA TO RELEASING THE HOISTING CABLES WHERE SLOTS ARE NOT 51, •• ;,:ST " GIRDER ENDS MUST BE WELDED PRIOR TO RFLFASING ME HOIST*G CABLES 5• GA I 5" 5 7. SNOW DRIFT PERPENDICULAR TO JOISTS ARE INCLUDED IN THE UNIFORM JOIST LOAD SHOWN ON PLAN. 8) NO LOADS SHALL BE PLACED ON If JOIST CARDER UNTR THE JOISTS BFARN(: ON THE GIRDFR ARE N PLACE No WLIDEC I 7k" 5" 8. JOIST AND GIRDERS SIZED FOR AN ADDITIONAL GIRDER. I -- C) THE STRUrTED ENDS OF THE BOTTOM CHORD fit JOIST GNRDERS MUST HE RESTP.ANED FROM LATERAL M(MMENI 10 BRA(I I 4N X8 8 W/ --� D,L. OF 5 PSF FROM GRIDS 33.6 TO 32.7 & 29.3 TO 26.3 .AND BETWEEN FROM DVCRTLIRtANG DURING ERflT1ON THIS IS ACI:U1IPl15FFEU WITH A VERTICAL STABILZER PULE (TLMNIEM)M 6`IG`I1Ir. IITAIEf I•i T� FFENER PL GRIDS PP-00 CHORD ANGLES. N.B.V. • __ _ WELUSE7 INCHES LONG R COLUMNS E OR FOUNAL NT THE 11NiRACTPIUMB VIM ERECION BOLTS, FRDRAWINGS SLD WhD HHpULD`�UREAC O TORDERS TO HOCRI INNE E CAP TOfIf tN ADDIT10NA. h. . ff j 6 r BOTTOM CHORD BRACE W10x49 I RfOUARED DUE TO SPECW CONDM,!S. I !) I 2'-4 MK'p I - " ON PLAN � _ ERECTOR NOTE: - 1 E) DO NOT WET- JOIST GIRDER BOTTOM CHORD BRACES ((43'5) TO THE BOTTOM r,Hc;RD a JOISTS VNiTI ALL ROGF OR F1E� W14x43 14 W1ox49 6" -- Limitations exist regarding OSHA 1426 757 (a) (3) ARF APMIED 80T10M CHM BRACES SHALL BE CONNECTED WITH A i�INIM.lM OF ONE JI, INCH FILET WILD, I NCH LONG '1+ i% AJt< t _p• I » and the design of joists at of near columns needed » » SECTION S to safe) su ,ort an employee w thout the need for -- SECTION SB y � Al 2/28/05- 5D SECTION S22 CHANCED FROM FLUSH FRAMk ; ----, SECT ION S10 erection bridging. 6• " SEE ERLCTION These Joists MUST be erected by either: G = 15 2/23/45 SO REVISED FINALS Y 5 n » 1 Installingbridging or otherwise stabilizing SS 66 --- - -- �,, 4 - NOTE N 6 SECTION BRAG 1 � ) 9 9 9 Q 5" » » SEE ERECTION THIS SHEET - - the joist prior to releasing the hoisting LH 13 2/18/05 SID FOR FINALS j 5ETO "56" SECTION 57- �NOTE N 6 fie» - cable, or 2 x2" SLOTS �•) g g o / / SD FOR APPROVALS , THIS SHEET l Releasin the hoisting Goble without a worker 12 22 04 I 3►i GA on the joist. i , SET. ERECTION � SEE ERECTION -^---- - I � 1r -- ---- -- --"---- SO4078 Rfv DATI: Br DE,r,RIpt10N 5• II SEE ERECTION SEE ELECTION I _ --___-- NOTE 1 6 Y NOTE 6 2 SEE ERECTION DATE FOR- • Yi• THIS SHEET J" NOTE J '. NOTE�1 6 THIS SKEET 4/1 E2/12/D4 PPRovnls' 1 i- �JIJA.J ENCOUNIT "1. T NOTE N 6 2" 37'EE1. DB('K - .J 1 THIS SHEET 5 Y4, THIS .,HEFT 2-'�� x2 SLOTS I _ � G, NOTEERECTION 2-% x2' SLOTS 2-%s x2" SLOTS - 2-'1ST x2" SLOTS I THiS SHEET INSTITUTE • 4/1 2/10/05 FINALS_ 4 < r 01 4' GA. 6• » a/t 3/21/05 FINALS .� 57_.J EAST 30U �OlJ fH �Al_I LA.ttt /4CA. I A GA y/ GA. SECTION 6RDG2- S 1 � ( _) _ TINS SHEET 4 r�`' PHONE 801 32?-47UT ()TAH W10x49 _ S 5 DRAWN B'r-_-._,. ___ DATE..--�-CHECKED BY 5" 5' S• _�- _- DAN-^_ 1t2/t®/o_l__ __----�IM_T 5" 11/ -- » „ MIST Ge1D[Rs Rrttw[ o«[ S Cr 1,01 1`161017 - \ 511011`!M/XW RfCT1.0 W 511016 Ur t W«7 I , M2 � TIN S2Q „ » '_-sem_ - Ue;r_RIPnDF9 ROOF JOIST LAYOUT: AREA 8 SECTION 521 ABBREVIATIONS l�Vo M1 rc'<M oe 5je.�a CRAY "-1 1 2 \ - FLEW I S _ 101R 9PA« 1011' FRC'M eax Lpf SM"Am to K form�ird a 01st roe Step 01 MM - _-_ - - - - _ __►__. _�_ 9011 - IPLL 01 W,t[R*S SS SHORTSPAN 101st JoB \ 6" owl"14 s.aw am vel a wuRAS>n. 1u1161110 a$lm I»-owxRS Re -- -_-_ WASHINGTON SOUAREMALL AP.E W10>w49 Wi0x33 --] 166" - W10x49 1 rcR rl» c►1oRo t11T[N60N * - LCK'ATIO NRv NOT n qt[R [11CalNTFRs ver --- -' �!E - ,IC13T IRM1N0 ELEVATION 11ND V«.CSS NOTED oT1ERM11C WARNING TIGARD, OR. Wi0x49 _ -. -_ -- --- _ _ _ - -- --__ - . 6 » 7» ERECTOR NOTE- Ail Joists tor* Erected a-th tops JOISTS ARE UNSTABLE DURING ERECTION UNDER NO CIRCUMSTANCES ARE i:ONSTRUCtION LOADS OF ANY TIN 1_/ DESCRIPTION TO 9E PUCFD ON UNBRIDGED J0%rS AN0 ERECTOR WHO ALLOWS THIS TO BE DANE IT - -_- ARCHITECT DLR GROUP 7 11` the Some, Dlrectlnn Un Ness Pbted _ �_.__.-_,__ _._�_- V� • - 6 1`v DIRECT vIoLATx)N CK tl S H A Rf-GU!ATKT111, CREATES SIGNIFICANT RISK of s[mtlLs »uLx?v TO PERSON _ VIth o nu1"ber or years o1 enwrI"Cir, you Ton be sure AND PROPERTY, AND IAA`I BF HELD (TABLE FOR ANY ,WURIEO SUSTAINED SEr DELIVERY TICKET »C » that ever eeout-on Is taken tool'n note C'US70MFR _ SECTIQN�11" » » SECTION X14" SECTION /16 error/ Tn the event that on error ,s d.tetted 1`y ' WARNING SUCTION 512 TIS15. S15A responf lb1I ty 1`11 to redetoII orrd current the errors on the o,ans, ;F rested i .;Il not be ('') [' r� ? I l `I /� Vill. AFr F-ILL/�NUMBER- -JOB NUMBER ORAEYING NUMBER responsib:e for mf Inc+dental or ronseouentlal donopes Sr-ECIE ICA�ILJN 5E� I I�/iv #• ` -r' 210 580- 04-llirj,J ?l,g7 �4 of t' SCOTT'E iXTAILING D 1 } V k., s y1(11IIIMLM E3TRIP `;" CM I117 TI �11n II IITn) 1 I 1 IIi 11111 til i i1i11nn � A , Imo' 00 of 10 11 t= I:I Ia I• i I® E• E !t s 28 +� 30 e t dth 11fil Till 11111 lit • - troNE [06 n ISI, I 4 rt' yl�)cif)N m W Group h. ❑as11wep_l�refrageetetefttsrK Yu<X�,eto aF DiE—tAr< 3l\I304H IM(A K � f/�!. T'. t Q►t+lwtsn y�•� • edam 4=00 moot.-1':"-,.'l0M lt0 rtttl�st�lld.• 6ELaw ST)iZAP laVCol -T•Co 0 awes mic�.16rw. ':v ecce � F�iyl�� _ . _... ._ .._ ___ _ AL V M IN u,vn, 1g U 5 ALUM 3250 CURTAfNWALL 1 alt d•a..+n 40 w,na • A3 OB t VMWAP "std Jv�b• r I�l . , L' • EQUAL EQUAL 4-5 Tr r m T o,•l tr u e W rte« •.stmt -VA SO CW 90S As~ 1 A ccomc pA'Te, _ o 511" C/L Sri Fe L. SrtYC A P x ..... 3 •• i �ISo�A-r� F2oM ALV M11NVM1 BRAKE METAL: REW VERTf*YALL DWEN510145 -- — 4t/. //2 CIL r- o FRAA�E DIM`EN51QN GUiDED':BY E.�CfSTING STEEL Is wv� �4rr X I�� _ a •� BoWA�t� S. Diel s6 SG T- 5-r"to � Q o t i. O � O O U nit on , I . - E It 445 a2 CIL 5�C u STA K I� I� 1.3Et_o w a 11J • , • .:;•,. IPL /CI� BAIf 141 z • .1 + ••4• it• � O O � NSE _ Co NNE c-r C k1.9os I` Q c° 395m CIL FRAmfac. -Toc,-e-rHc2 INrERtiIALO Z J V _ -p 1%9 j5('t1 _ w I T F-1 S A.N v A(Lp 3 CN a-c S Raw N) 6 364 /Z" CIL .�.. 5 5 o R 6F. or yr. ` CJ II \ V -�•_•i i +c• :r top�� f Fj t 16• - .-- r . . . . .. �•._,._._��i i•Z cit _.,--� ��� � + � ' j •f-•�� °` 02 .. � .. •, i psi l '� j •�._. �. 1.. • 06 Old O (� t y _ _ •��a� �C�F4 a• K.T,: .1..._.1... I.- .. 3 l • i , W 'O.. v i 71 I. QA 1XML o/J it1P, Sit>� PCAce5� ZAP 3 CW - Y U = U0 � 9a 5 JQ� 7YP.Z, or 579 A4 Ha2+Z, w/ � t C, ( 14OgTlal(, rYP: SS905 oR who ---�---- A9.08 4 Pt R.cets c 1->< 5,4 �D 3o"�S+ ►til 6 T"- V Z :$r• z 1,; ,fit-u�E �Xlrallflfr. // S�VNe A Lu ORRE . AwA, c/4 'A&R /Z, To ' GL.A�s �•----�.�.17.3 -'. L' p'-REVIEWED I hfi'►t5 C D � � U = • ` :57tW GT-VXA 6"re6L 3 �N4/L/Z,Rul�S ' I L,] REIEM0 r IT,O10 LRNFORMATION EQUIRED wig T �ti No ,2 SEE No Tom: 2 7il,eo V�.fl, p REVIEWF) A �[) TL/r/GAIL #A N Erwa I This review is Only kx r tFoR KiN6 onfo,n,ance with the Ilke"stI�n con W + _ I CoNsTR•.+ �,h,,itdorrnatinn given it c,et(unslructton pocuatettt decto not # . U J V `1 OL �� A/1•AM� sem , j is nuide en thr Our, rlravt•u,pa during Fo A- T i ' relievethecontractor trr•m �impliancr with the requren encs of the plairmi view Q �: y,i specfhcation► Review d a specihL item shall „ft include review in assembh t>t which tlx i�tm is a covivof1ent the Contractor n _ l29 16/2 CY�L. at the obsit Q N4,No/t;.• A► f dlmersicnnt• ix a,nfirmetlandcone)atcd 1 r crt to the Q IW a s .of era -�r 1 z RF-U V15TI CIRCLE LOGO.GLASS rte' infom,alior, that perta,m . iN!It to the fabrILAttot p Ol'efte9 r • means,methods-,echniqu��,�equer+ch and procedv eti of c�a ntxtion' � y coordination of tier work-It,,that of all other trades and Per e I ` work inn salt and satisfactory manner. F. � � ......_.•. w ww•s._.r..M� . __— ' .- _ � Date / s 1616 - � • . ~� LJ�LR GroupBy 6 Uj / 6 3 �cjard O ,, i / ` / City �t d plans _ f " 1 / $ ♦ / g \ APprQve Gale —1 �, ­% i (� r IQ 310 �y 65200 �Q� Z HOWARD S WRIGHT ,J v O 1 CONSIRU(II0N 0 T T p O Su m c p uuhr^o s �:�►ri►i�� .__� ® , ;If n• I ..L . . r. . '. A � � � s � OahNer.b _ CO.�T„�t1U11 CD. cle 3'10” 6��51� �_ „ r 1616 r c/ r�< <r < �, / \ Arch TO AUG p 2 2005 ! d _ r �i I / Fa I mm A th tett.mcQ i_'f:1, N r, ..// 11 A / 1A �G«rtcbans Nslw_ .1^vka 8�ssu�ml t ' H I tq 1 L, 11 AUC) y a Al a "a 164"'01 ti' �'/ t ,/ _ rarwM.c^x1 .�ti r•�c16'-16 0'y nr,•to--„ni (' /• __�..... .J ! / II mimw tar" D•" »n.• tr CwAn.t r IV DRAWN BY "•rJ 6 l- y ("U :. _ O 7sp ;dn. 16 s'tr� r,r:,w+a !•ra; ,r ^r^1tr:�Sv tM ;� , (I0/.:?:,4.hL1 ^�... ` ,\ , ^ Uc u•vn�r: els rt'ryN r ur nil wit �� � 1 MEDIUM 5TIL.E-'400 HEAVY DUTY 10 iO�'"';`,- ,';w;.Ncc�. THOMAS r4'N�R 7t/�� - ac BOTTOM RAILS i _ �. �: r,ty_ �• . t •.. �>r�:: +z:: .-.��I w)� WWN 27 ADA COMPLIANT ERS ALL 8.P RS RECD AUG 0 $ "`. . o A t E FLOOR 01,05 AI Z� . P/Lov/o6e 7w o sa-rr'�N6 Bw eift:.f' n �� �� L 6I t..e.' I/4' CLEAR TEMPERED GLA53 IN DOORS ONLY � +__:. . . ;..:�.i•�:a.at ,►�ti;;,•:'� , • p�2 c.rr - etc c-AT� �q-t %B I I�lt: PAIR OFFSET PIVOTS OF 400 �;" _ !�405 m 50LARBAN G0 #2 k`to *oorff M1�, ff, nc Ow0 NO Ssv PA o!L .v a �'ks M�FIC /V OT6 S : -+pIMEE, '�% �l.REMJUN V N 1 Q 2005 • �/,�" • �y1a.�10� tsy ,ri CLEAR I OVERALL DUAL SEAL 0. 1 13 /. A7lAGI-! 5Tlff�,JEO C"GE Futc, w"[ 'ro'4 h Melt0" A� '��- I C URTAIN WELEVATIONTo S TRU GTv2A<_ 5-Mf'L ��` 3 NE E T AI.L �tvD. S� �, STH T <lN�GR 71/�/cA�. �Ac.r�eofrZ A , T AN �� oBrq/ .,s. �+� s CIS 04���� m R�I'AH1Q I OF 2 �. fAdlCi cgTE p./r"cs 00Rv A4 TWO t J HAt.P _ c:iR c t.,f; S6c_r10 nR�IKR. INilE01 t1ARlwMRNRfra,:!*lc SCALE: 1/'4�1'-�Or' L e'w y 0 5 B e��v r �a fig ac,,,r16v v 104 4�f T-4',. (d. , C,A �40 J6 00`.C, (1s roe nuc�nrcuonarmtvwaa nnv�el nr,o et:t e,a 7 _ AT �D/o bGTJ'OM of /C/IVG — ./O/rV TU A f77yor o, \w/Tkl dea, T 0DWUWI1Ngfl.11r UWWMM NNO�A.'itt a�leA S/vL��� sc.e dvQ qNo w�lc.0 7i�gu t_ . Po/ FFICE PY A" ,Vtt,o vara 71jdN ,r 2 T• n i t of c w 9 0 RINI Room t�/t A r.�ro :D i L d 1 a. 1111 illllllll Illlt I u I u I I uu ul nu nu uu In n I It l 11 l l u jl I I I I I ul�l I I n l I a lnl �u ( II a �I lllluliull llli� 111 lnl� Illlnuiuui r • � .� � �.�� i�a�II.rrY „Q.,M 1 ' T Io I I 1W I4 Ie ► ,s ao zl M f • {/w1 IA11 0 r— N , 4 py: A .. ,.�,, .116 �. i•A �i y4 4 Y . -_'.i•-._.._.,_..-n..I.YGY'..ra.ay.•4a...,,:ia._....n1.rr.rr. ' .,....ailr..:a.....w.u._"J—"-- .eJ....,_,.. ....-..., .._......__.....:......._ ..._.. :,..._... -. _. .. - .. _. _ _ ..., ci4. _-. ... _..,. ., •.YxN._ ti,.Y,:F. NMILL'�..M.$•—:Y.._Jv - W m M !r , t l w J I/4" SOLARBAN GO #2 — iSEA" " l_ r ' Q, I CLEAFIf I OVERALL DUAL 0 1 11qµ �� s E'S D E Tq/L t CW-901 SERI ENO OF Ed --SEAL VNO OF CW-92 HORIZONTALS ALUM. 1LANCNOR TACE CAP - - - - -- - - - - -- - v 'W- 1 _ HORIZONTALS ALUSI. T-ANCHOR l M ♦ ♦ •�� \ \ _ -9'3- ER - - - - - - - - - - - - z W FACE CAP Cw-TER F - - - - - - - - - - = - =� F-AacHorl CW-901 l� >;o1.'t1tB1�N - �yr_gy� FACE CAP _CW950 1/4' WEEPS-- AP-9?'! NORtZONTAI - _ - AP-92S ��yyyy ggd�ss 5511 ` - 2 1/4..WEEPS-- - HORIZONTALLL SB-910 END CAP - -� - - /MS- 622[55 PLATE C •� IIY/ w5-??2 AT 9' _ �{L � CW-903 PRESS PLATE � 1u O.C. 1/4-20 x 1' (2) )EACH ANCHOR T �u W/ US-222 AT 9' SFE D4" T�1l�S 1/4" WEEPS---- CW-925 - - - - - _______ T.-- _ O n+ O.C. 1/4-?0 x t' � 1/4' WEEPS ® BEc o w N HORIZONTAI. �. �� CW-920 - O _ - - AS REO'0. - - - - � I �� � N OTrG � FILLER _ 0 St•1Y UNDER VERT -:-'—SHIM UNDER VERT.AS RE()'Dr CuJ S�¢ rt�i I LER -p 0 CW-903 PRESS PUT 49U ENO CAP - - -- - _ _ _ -_ - -_ >t�LER - - - - CW-903 PRESS PAT L E--"' .____— w/ MS-222 AT 9' 11� CW-93S HERO `- _ -- - - END CAP - - -- - =--_ _ - _ W/ MS-222 AT 9" I 0C. 1/4-20 X 1' HW H AP-925 HORIZONTAL + - - - - - i O.C. 1/4-20 X 1 HWH —� AP-925' - = / ;►' ! i' / � f_� CW-901 ------' - 1 No-re­. 0 I \ -SEAL END OF --ALUM, T-ANCHOQ 0 No-re . u Sc C w 9'os HORIZONTALS, a/Z F•A fr c Hu�C o►JTAL o® - 5642- A/L-31A S11 � t stee I � No/C ez j&j 7, 6 ,owEt�vAroN 3 S' II �� 2 fl itMr�u• EA/6EoM6aT �STrtJ QA� S76E� B Y oT//SCS,« 0IS-rA&/CE ont,, orizon alo S��c,4 � ,�1sPE�T�n �� /a � I4 1�¢c�ncrete SSE loe-r ltJ- RELa W I LtZEt✓ D� 6 Mete�''� / 3/8" p�p _ --- 6iAPE V O. rl" out to out R.0 _Z V door frame 76 E -_�'^ �/ 5./IC. -Z•} pRtLFLE� , �{ • I 16 leaves 1 /2" for plpmbing,caulking,oo/ _C glter.G. �PQovlp F I 2_ 12"x6„ ( brake metal at door jambs O E 0.-": 90 t C64 I - j jamb Q• .�i�/,�/••' -_ -- If tube �� LbOa �PMtB. Wj (V 50HoLlis3250 t CURTAN WALL SYSTEM � STEEL COLUMN' Existing s t e l 0 v MAW& It 8 Mi , OFFSET • s f—f --- ® I PIVOTS caulk090 I! z. �- ALL STEEL — - K.•.�- �".. -� IXSON 27 I 1 /4" Solarban 60 + ��% "` -- doorheader OY "uriiEmN o�KN { / • i_ - ! ofset pivo - _ adaB# - --1 /4 azurslit.� TV - ��ic°�iw -- _ 080 brake metal 2. MALL ENTRY Dr heat strengthen ""x'�` ` `''`^" - 1/4-:10 x 1- 11111111 rA", , ,(..._r'.. _► :�� .0801 CLEAR ANODIZED -901 `v CURTAIN WALL SECTION `-^ C,w-903 PRESS PLATE - U W/MS-222 O 9' O.C. 1/4-20 x t' OLD • DLO ' CAULKING : 51 LPRU F ALL M I N U M GRAY sem: , ,/r _ wall joann bCLEAR ANODIZED METAL � F- I STEEL CM%r W = NP-270 DSI-350 /—'•A-550 TYP CURTAV WALL - - - y �:� I h4TE.iLa t5GM Oh LL I CAA AL M vitt r' S!'SMA I u-sso rro. ++ ___ � 3z a - 0 !MEETING So 90 u,da2 U Z:(O a STI LES I N 1^ ,t 1LOR. O T k6-H4w MS400 MS350 I NP- 70 - t �it Z Li/ 2 CLEAR ANODIZED - W to C� It I /---wstoo I COLUMN COVER j ~ STEEL. V = .41 3 1:2' 3 9/16, M hu. I OL --e.-iso ' 3 „ „ G.3o.o'f 6� = Q OL L.2/i I.V4 ti/�4't /* M/N. r/{- M/u. �' .0.10 �• ��� U � _ f -,"CORRECTED -� U EMIT Ttl Pt C A�- Fh j T6L�E/L To S'T2u Ltv t7 REVIEWED r. REVISE:ANPON REQUIRED 007 I C, REIECTED �DotTtpNAL INFORMATI Q TN-I90 aU/�L �� , 21, D/2,/L-/�✓rE X W17;4 v.2 j p /AJ e,y 0 REVIEWED- de+i concePl f--♦-- (T� _ -• ---�-- --- P2e'E12iL4.�a Ffo c.6 S !w Te 3 M tit gr.�sl cont«rne�e watt the ��iodo a AC.(. /•iK C/40/1S, _ Tom!C k. STS L and the lnlwxl o gin the sisop tk�r"�d g� "n t the D ' }- ``(� • tt made given in dK uttCt with the tequ uolw this . uudde review �[ !!II'"�9ET�0 Nr11o• • « c�rt^1E"r (rrxn com(t1 1 I Spot rolitvethecction Review of a spo, item s��Th Cw+trttca"+" Is {- I (`OhltQ. R. Ihcatta'ts. { b a compo ts; Z an�� 1y of which the item and carelsled at the 19 li. F '4 N G 4 1D R T A ti ~p °( dimensions to tes canrn^ I iution processes aF to" U I rnjor nsi o 1MW pettai"w solely to th�and aopdtrres p(con,•It!t63' SU i in(txmal techniQ+eS•ttegl� trades and PerNEtMt>d taT.� , d all alha i Awa,melhorfti, work w th Ow L c iru•Uon 01 ttte 11J < woA ins Salle and salislscltxY 1 AT :5 -`JCTJ R.A L STr~c E L ... DM 1 1 4 1... 7 - p a iW®DLRGrOUP sr 1 1 N o ::a z 4-1/t. /¢a CURTAIN WALLS' Z/�o/L f A S•rtr.rEi4 i - CA" �. Tind'oad Charts sones 3250 Deadload Charts s 3250 _-- 801.11/J10 5 i`.'!!IGHT (� }' - - - ♦ - F�lI"'(ZS 13LAZINa " r ccn�T^I►cTiG:' [1�. Q ) FOR 1 (25) BLAZINO �tlo �aOff ,.,� I. I s�� 5r1�uon 0 3 ( ) dMurrort a u» mltmbu aid on. of 8:6�P.S.F. �s B 'i ,+ r« 4 ' ' - , 1 UnRa4M of�rticai rttttMorM for Deadloed doth N bwd on"h' a 2 nt.xknurtt ) (X1RVVflrl A •16 PW(rt(!Pe) (31.74 p PaMtl w he tloftonW t�"'�K v� 1 1Q s D: G/fo/vim. a �r TOP AND BO t= - PQF 1 20(15 7"nO1M ANCHORS enete.ttt ---' �t i ' �"�'- JUN 5 Rr T F `f {. : 1 tXMa-$C■'28 PSF(1141 Pe) Ginn dwd rut an Iwo tetMttp blooM IocaMd at CAM Ell D-30 PSF{111Q Pa) t>ottts L,/w •. -_ --j DRAW CuftvFs A 'N H 8 hA N C do A CURVES S:'I4 IX*"or e'(=2)iom oo lam,wN. dwwr Is WWCr r { r--I1-r ;u:xtr ^R� •� F a ISS:S 1V 1 ` A N (1► (+ m ru► ) (� + ' = :'tet n, TH O ( e r rY/1I/ G,0'AC. f S" Q/f! • ) 1 lA �( ES A. s�' � � ��.•f i T. � ' (1 l C�1 NONr � r• .x 1•._T:s s.4 . .r.Aenr�Ce�1 . .�.- - K —Miffin "r C.o to c.rP 0-r ' ,• � -i R.•lkjr fit.:•t'T rlr1ti TV ttlltd artofto i fr Sr+O n �d m fU 1R s) (3) (3.E) (1.e1 (2) (TA) (3) •r r,v�.�Pr1.,eai �ela+ott 3/$ OAA. a KY&A�/ AJ ., �:w T 0 fi:�r. G 105 t * AIrw1 br ctlrw ttr c••un«asts�l• Sac _ /• r ' t•) 10 (� f (t .. F-ra s` �'��►pMle lttls/Or•ue wrgoM ,I• •1 I e • _. 1A cwt A00/-"oN4L ,. i ,, ! �J 14.66) 10 ' . , e (z.� (2•F. DW 0 h /N)s°Z A-T2'o^J " .+- �1` °w0i c 1• , ' I' r i- (sus,x ta) In-s34((38 GW9ee K I04) " WIUAM" G1A55 INC. 7 051 13 (`' Is �'3�13�xx z°'o,) " ( '�) a 503-655-2G30 •r � oma• — �-- �'��:—�. 8MM.1 'r� 1 e S N r, �4T C.0&:GrR-e7a „ c\ - an t•a arm, (14e.e4:ta) r + J, a n) • (� s (1a) �. x 10th fa � 4 S � U �4 N a N 4 R ,o �--•-•*- '�-•�•�`- m 1x.f,t.lr.er+,(744.00:ta) 1• � 1 � , A (,) 4 B (,) By INS MP 2 ®� 2 �ilr�oo/f y �rt.oM F • I I '� N•6) THR O a ,mown�errnwMlrllfllo't I- A /0411! Milt mm Memo Allo mu 10 t • 4 • • 7 / .• '4 '\ Q0r'E W"x"=W I�MWMMTUN& OF t I I / b 7 4 e • 7 • • 4 e • T • • to r IA(}=XI'Y ffrjup '��` ; CM111111I111'1611�111iilll IIII IIII IIII�6'll 111111111 111111111 6166 III! IIN I I IIN ilii Ilii i II II i I 1 i '11 "' {o-O.Ity. v 7 t! 1�0 1�) I�: 1�3 I 14 1 ry 11a I 117 1I� 1I 1 111 a IIII�iIu IUIlnlihnllnllllu111 a 1u1) Inlnul lullul �I III! u1 uthln�ln , II - - 0 >{10 I 22 23 4 25 2e 2'i 28 2p 310 M©NI of • "� r RECEN" t M,4TERIAL DESCRIPTION 44.7 40.7 ,6 24'7 All material 1e steel purchased in raw stock sizes. FLIT BASR 1/4" x 10" ASTM A36 44.95 43.95 43.2 41.95 397 38.7 37.7 36.7 35.7 347 33.7 32.7 31.7 30.3 29.3 28.3 27„li 26.3 24.9 2 3.7 1,1 FLAT 13AR 1/4" x 12" ASTM A36 ❑ FLAT BAR 3/8" r 12" ASTM A36 ❑ CHANNEL "CIO is 6 50 ASTM A36 ❑ CHANNEL r1C10 X 8.40 ASTM A36 - -� ❑ CHAN.'IEL MC12 X 10.60 ASTM A3h ❑ CHANNEL CIO X 15.30 ASTM A36 I CHANNEL CIO X 200 ASTM A36 11CHANNEC12 X .roe• ASTM A36 OCC ---- -- - - -- -- - - - -- -- --- - --- ------------- -- ----- -- - - -- I TAI AN 14 GA. ASTM A5b9 DD - - - - -- - _ -- - _ _ -_ _ - 1 --- - - - _- _ -- - - -- - - - -_ - - _ _ ❑ 12 GA. ASTM 4569 ; I I I I I I I i I I I I I I I I I I I I I LAIN ltS El CHANNEL C4 x 5.40 A5TM A3(b 11 CHANNEL CHANNEL G6 X 8.20 ASTM A36 EFF - -- - - - - - - -- - - - - - -- - _ - - - - -- - - - - - - -- - -- I - - _ -- - - - - dl CHANNEL C8 X 115• AST!"1 A36 ❑ CHANNEL CIO X 1530 ASTM A36 ❑ FLAT BAR 1/4" X 4" ASTM A36 - -- - �- I -- - 1- - '- ---L- - I _ I - I - - I-- - _ 1 - -1 _ _ I-- _ I L_ _L _ L _ -�--I _-- - -- I_ _ _ 1 -- _ _ -1-- I _ ❑ FLAT BAR 1/4" X 6" AGTM A36 I I l - I I C3 FLAT BAR 1/4" X 8" ASTM A36 GG --_ _ - _ _ _ _ _ _ -- _ - _ _ _ _ - _ - -- _ _ _ - _ - _ _ _ _ ❑ FLAT BAR 1/4" X 10" ASTM A36 }r ❑ FLAT BAR 1/4" X 12" ASTM A36 C I I I I I I I I I I ANGLE STAIR 'Q' I I I I I I I I 1 I I STAIR 'R' [7 ANGLE 11/2" X 1 1/2" X 1/4" ASTM A36 ❑ ANGLE 2" X 7" X 1/4" ASTM A36 Q ANGLE 2 1/2" x 2 1/2" X 1/4° ASTM A36 4. O ANGLE 3" X 2" X 1/4" ASTM A36 ANGLE 3" X 3" X 1/4" ASTM A36 b� ANGLE 31/2" X 31/2" X 1/4" ASPM A36 I I I I I I I I I I I I I I I I I i I I S/ ANGLE 4" X 3" X. I/4" ASTM A36 --_�_ 1--_ - - - -1__-- -- - --- - _ _ - - ---- - I - -- - - - - - - -- - - - --- - - - g/ ANGLE 5' X 3" X 1/4" ASTM A36 JJ.4 KK - I �E STEEL Q YP ❑ T.S. 2" X 2" X I/4" ASTM A 500 :=RADE A ❑ T.S. 2 1/2" X 2 1/2" X 1/4" ASTM A 500 GRADE A , I I I I i I I I I I I I I I I I i I I I i ❑ T.S. 3 X 3 X 1/4" ASTM A 500 GRADE A OLL 11� � U'/ PIPE 11/4" SCH. 40 ASTM A53 GRADE B . I U PIPE 11/4" SCH 80 ASTM 453 GRADE B w` MM - - � ---1-- -- r- �- - T - --I _ - I- _ j _ I _ �_ _ - - ❑ PIPE 11/2" SCH 40 ASTM A53 GRADE H ❑ TUBING 1 1/2" OD ASTM A513 8000 p3i ❑ SO. BAR 1/2" X 1/2" ASTM A36 NM 5/8" X 1 3/4" A325 TENSION CONTROL BCLTS ❑ 3/4" X 1 3/4" A325 TENSION CONTROL BOLTS (D /8" X 3 IGBC REPORT 04621, TABLE "I PFWW ❑ 3/4" X 4 3/4" LONG !CBO REPORT 04621, TABLE 01 TAI I S I I I I I I I i I I i I I i BNOSNG _ . I I I I I i I er NO STAIR NOSINGS INCLUDED ON THIS PROJECT 1 ❑ STAIR NO5IW-z5 ARE INCLUDED ON Tr115 PROJECT EAr -2, WRIGHT 1 STAIR 'T' ! TIC-I t0, I i I I I I I I I i I I I I l I I I I I STAIR 'S' i 3;,e cet,,n OS' 1005�axn.4 .. DESIGN T AlSIf1 fit1YJ11tY �'�I R Group 1)U.N.O. UNLESS NOTED OTHERWISE r,,vm �w�''R'� X0101 141 rre"Q�M cnty N a'lt�lEb�yY� " 2) ALL DIMENSIONS ARE TO FACE OF FINISH U.N.C. > 'oft w+ h CNII�f []S7VItWtD-AODITIOPLAIINFOkItATICNrRIQ,i:.2tD 3) ENGINEER OF RECORD PLE45E VERIFY OFURNI4(ASCORRrCTtb ALL CLOUDED AREAS. :+r+t�saMet+tti ira:.y ftot~a1 Rndeww don not nrtlxr,rp dwFe+to yn+tract aun w isy recd M t+orwrn s w7ek n I .oprae lrMn or(tumr-nrdn NOTES_ 11.10"45r. 0 19210 ❑1tMENNORESURVIT ❑Rti(CTIo A. GENERAL CONTRACTOR TO VER'FY A" DIMENSIONS. THESE DRAWINCs5 REFLECT 'HE BEST EFFORT OF PACIFIC rdnrut r*vnInOwCurs'-m"DoruRwftCom*mormrnmt STAIR COMPANY TO INTERPRET THE ARCHITECTURAL x Rm&ca flor shm"y d%"Ca m-i rf tho net Rvi h« DRAWINGS AND THE STRUCTURAL DRAWINGS. SOME hom rompNmce with it+ngwren.r!y ri the ptmy��J+ptrdlrolltf ru,uw of a,+.m.c krr -,I,-:.I mow of an neer-bofWo STRUCTUR,41- STEEL MAY HAVE TO BE RELOCATED TO t4ci ac npor^ rt.n*emrim!•t:•pou"1 bbe *1" "IDE HANGERS AND POSTS WITHIN THE WALLS, PACIFIC .x...,.iar r r...:�.. � ._ Ydc[rna'kMtitspa�ts~a1YFM r• n rrrr,mebdy ta.*,aply,lflfMgaa STAIR CO. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL .r< ut.c„ctt ._.� ,�:�crrd/ BEAM SIZING. .. oar.L':a•�...�F ,. .n.Y:t and sem.. ,n� �\.!t>N w B. CONTRACTOR EHOULD FIELD CHECK AND VERIFY THAT STRJCTUR.�L. FRAMING, ENCLOSURES, WELD PLATES, F-jLCGKING, SIZE AND LOCATION OF POCKETS ARE A3 GALLED FCR ON APPROVED SHOP C)RAWINGS. REPORT DISCREPANCIES TO ARCHITECT ANC GENERAL 90 PARTIES. CONTRACTOR FOR CORRECTIVE ACTION BY Rf'SPONSIBLE PARTIES. i ���� C. DELIVER`" OF STAIRS WILL BE 3-4 WEEKS AFTER WECEIRT Q OF APPROVED SHOP DRAWING3. FABRICATION DOES NOT FOR 9: START BEFORE RECEIPT OF APPROVED SHOP DRAWINGSIII PROV " I . ................ AOi. TIES'"1'• iK 1N cP1 CIfK^ t ,�1 ,S Project: W454NGT0N SQUARE MISE upI UMUi''1 - T IGARD, OREGON ago Pn�F �\ay 4�ji31i�cR� sr . FA t� Scale: NT5 ,us t omer: Drawn bY6ON D. a w s Date: 3/1/05 NOUJARD 5 WRIGNT Revisior': r�F Ur�(; N rV 9tii r'T 10 ?o \� Description: w M cr-, w I. XI�`M- PLOT P�.AN PACIFIC STAIR COW wBE Drowinqno- 8690 STAIR WAY NE „ SALEM, OREGON 97305 . `., i y - �•«�.�,�- +.,�.. ,�.,���, .. 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"`fes I 3/8" BENT fE by others -- W21X44" by others 9 1/4 34.1 — A I DETAIL I I I I 3/8" BENT fE E I 05 x 4'-0" A106 3 BEN1T PLATE I ID12"OC by others ROOF LEVEL10 ELEVATION 31'-9" (266.25) _ —e --� - _ by othDers W11X440 16� 02460 ,-- vERIFY T.p.S, by others q, 2 I by others - 2B '3'-8 1,�2" _ W11X19• Oth�'9 � 4'-6 I/4" 18R�6.41 by others 11Tgll 30,41° DETAIL 02 D � D F'Q-2A J� _ / Qi - -- - - - - - - )1211 - - -- - - - - - 5D LDI i I LIN 9'-8 1/2.. (01-0 3/4" I 15'-�1" 18R,96.471 I1 ' wI8X40» — / i�Tgll" �^ 30.410 L4X4X1/4 SECOND FLOOR _ _ - - H553X3X1/4 i ELEVATION 18'-4" (24(o.83) WI4x22• _ 11 - w21X61• �� . by others \vx�� by others WI4x12• WISX4D" by others by others P TYP. 1 9'_2.. I 14'-8" 5' S 1/4" 11Rgo.41 16T@I1" \\ 30,410 - c N55:3X3X1/4 a0 - - -- - - - - - POSTS 1'� 12,E 5110 5121 50 - - - - - ef L4X4XI/4 DI SDILDI - —�- 6'-0 3/4" 1 14'-8" 0 WIBx4m• Ln 11RS6.41 by others 30.47' i 8131 813m / _54 X54 MAIN LEVEL SDI SDI / ' - LDI LDI ELEVATION 0'-0" (228.5) _ '3'-2 5'-5 1/4 6'-0" 1IRS6.55 I B \ B 30.15° �� SI2m 6121 „ 31 NOT: (o'-0 3/4„ 1 9 -? o-� SID sDI� 6 -0 -�p� I •1 �pll CHANGES ON TH15 DRAWING FOR 10T�11” 11R96.55 I • ARE DRIVEN BY THE ROUGH OPENING s11m 30.150 ' DIMEN51ONS PROVIDED FROM THE FIELD. LOWER LEVEL -- -` '- --- _ ^- ___1 ELEVATION -121-o" (116.5) - Pr-ojpct: ��r..�{y I NC��ON 5� � 3/411 5' 5 1,4" 5'-5 i/4" 3/4" U RE - _-- - _, TIC�4RD, OREGON STAIR "Q" 1 •�`,Fo rKof. RIGHT NAND ASCEND A 11,-1�� 6„ ��y� �NoiNEF�Ea� Scale: NONE �,us rmer: Drawn b�ON D. .-? 3 E ----_ -_-- - - 1 ate: I-�OI��RD S l,l�f� r-�-i Revision: \ 5f; )13/3/05 4/22/05 DED SECTION A-A , oRIFS N/ ti Description: � AT 00 `g w'M r `�� STAIR Hall 67 PACIFIC STAIR CO./ WBE Drawing no: ��Id _ e 8690 STAIR WAY NE r ,,fZ,. _�- SALEM, OREGON 97305 • .. __t - .—..-.-....�..--....-•---+.,.:��9s-. ,...-•...nor.., - . ..._,•,w„.-.•,,.��-. _. _ _ .�. - -.-. - ---•- -.--"--....—��......_ .. ..wwi. n*. .m rt...m,�.�n ,✓m ,w s,....wv9i.� t"r' &Y�wi:Willrb.AMIkSYrw�l�fw, e Cm Ar Ilfl�llll 11110111III I111111111111fiffI III � � IU 1 � , ,. ;as, r.. .,. �:LAGIBUZrY B':)� C iI 1 III I) Illllil I�I Ii IIII�IIIIIIIII . illllllilll�ll�11111illilll11111�1111111111111111111 111/1111 Ilfl�il'I IIIIIIIIIIIIII�IIIII111111111��1111111i1 r "!�•+" AII Fri,., 1 o.M. e. to r It la III IQ 1� le t0 20 21 22 Z3 2a �s fie :7 gs 24 30 �of . eµ �h t r �..�o�.rr.-..d_... �..,. ._..,..._.....__-._. ,a......... _,.._ ---. ... _.,-- -....�-__.......- ._...•y...-r..:,..�. -._-�i_. _..-�..--..-_._....._._ .__ ._. - - .Js..a....r�,. .�r:..rv..rf.,..,...::,r.��.�.,...yr.._aui.._..nir�—.4..-sem�.....eaWin.a.m: - -..,.�......�,.�ri....,,.....�...::rs..:.- --��.. ___._�...._._ ..._..-..,.L.:.u.�.... -- - --�-.-�•.De,�. a.�ii,a�,o.a,�-- —- =�. dodo is ,-.m`+�.,_j1.s.a.. M.1 l' 34.7 ) 34.1 I I 5'-3 1/2" 20'-10 1/2" ­Vo )6'-0 3/4" 14'-8" 5'-5 1/4" 0 n Q-IA Ili II I Q-24, I�1 all UP IX ?II DN IX `_nit �n le a' I r- I XI Ln t- Ju II �I I I iQ-IBI PQ ,; a,-2B I Q-LLB DN �� UP I I UP I �I I \ I SECTIOy 'C-C n LC T(o'-0 3/4 15 4 11411 — — ITgll" 5'-3 1/2" 20'-10 1/2lo " SECTIO' E-E I 20'-10 1/2" 5'-3 1/,2" 15'-4 I/2 5'-3 1/2" ----- — -- --�!' _ 6'-0 3/4" _ 9'-2" 5'-5 1/4" lk ' 0 3/4" — `5'-�" — 4'-6 1/4" _ - .— lI0Ts11" .---- � � C -- I I I I I I <r I I v Q-LLA II. II Q-2A r� II �; _ OF i IlX xl I Q-LLB I PQ-LLA Q-1B Q-213 ! PQ_2A I; UP I I lu�) DN upFLil I I I I � I I I I - I n 5ECJIQNP-D FOR APF % OVAL. Project: W,45H INGTON 50U 4RE h TIGARD, OREGON V "N Scale: NONE Customer: Drawn b ,v PE ON D. t�, l Date: Revision: I�OUJ4RD 5 WRIGHT 4 is�oS 3/4/05 4/6103 ,4�DED pd I df F. rya �i:.• ���� R. ?O o F o � Description: _. 5To41 RI.full7 7 a PACIFIC STAIR CO./ wBE browing no: 860 STAIR WAY NFSSALEM, CRE G[J 9 305 x-11 - E 1.1 ,. 07— a��Y�r*+�rli+N+rtYAdIWW '11Y4a...a-� .-. -.►'"'__._.._..._...r._.._. —-- ----.+.�,*--_ .. _ _ __ _ . .. -. _._._... -'- - � '�+A--... -�- - w-,.y,.qt••..-..-,.... u rrYN::.,�r.wCw...:..V[,.MIwN� WYvi[i,.weAl�gor4riwt"�M`D',.«u 11111117111, I I I I ��►• HI ill Iii I III 11 111 III 1 Iltlll r� 11 III 111 IIII Ilii IIII IIII 1111 III U. ,.` InE(}jB Y STRIPC ( ( I I I t I) 11) 11 I ►11111111 1111 II'�il►I 1 1 II 111 II� III IIIII;III tlllll►II IIII�,I11 IIIIIIIII W"64-, 11 �II ( IIIjI��I) IIII�I��I��i,II1�11111111 X11 r + �I 10 f 1 It IJ 14 ; 1• I 1• 10 O 12 22 23 24 23 0 27 2e 20 30 i'.�i�tiaLi-..�a.-..r�Wa _...- .Y�II�w- - _a.i�YYYY.L..�. r..u..�_....a..a_ •.� _r... .....�.........._......u._ .-a __ _--_ y _r.. _ _ _ _ ,.ra.r. - - �iu,.u.�... -.....__ -, - �..._.__. .r�.._�..u-..,r.y.�...........rte.__r........._. ......rrs..._w�..,lw.: i -�.Y�YS. -'r.f4'fi��I►'ll:3i.r ia._y,—. •` .L.i.�_ - -lw.-�i1LL.:' - r'IylYi.�6.ar,a.aL.: :�Y —t�11'JS�R , fi! 9s h I'-© c{l DN it; tl -- — — - 14' 3 1/4" 4'-9 3/8" 4'-9 3/8" 3 1/4" —_IQ-�B PQ-2A _4 i 1/2" -5 3/4" uP 40 `;' _ 11/2" — �n I --- I 1 1/211 �I( C \ 1'-0" 15'-1" 1'-I1•' _--- 11Tg11" 5ECTION E-E E � I \� E 011 ROOF LEVEL — — \ \\\ - — --- --- 11T�11" _ 3/4" _ 5'-5 1/4" _ 5'-5 1/4" 3/•i ELEVATION 31'-9" (26625) 15'-1" ��\� 9'-81/2" Q-2A � _ 18Rg6.41 11 1 11 T g 11" \ \` 4 30.4'1' uP _--- _�� ( 26 - p x PQ-2A 5E/"'TION THROUGH HANDRA I L.5 Q-IB Q-2B PC-2A ►n DN UP , 91-6 1/211 �•� 15'-1" 18Ro.41 a2 11T�11" 30`' " 1 _0il SECTION D-p �5ECOND FLOOR — �\ - " 1'-0" ELEV4TION 18'-4" (246.83) 14' 8 _ 16TI►11" C31 01� 14'-8'\�\�\'�. 11RS6,41 16T611" \ Azo 30.41' =� C Y \ RUI� Ql1PIAF `n inLo - PG-iN — _ ------- to NN 11 PQ-IA � Q-LLB Q-IB 14'-8'' 9 -2 ON uP to _ 11Rg6.41 ►n i6Tgll" — 30.41 tR 2 DI , I LEVEL � �\ 1 -D" MAN 5 CTION G-C _ eA— ELEVATION 0,-0" (2285) -211 B 30.15' IOT*11" FOR B - �-LSA .� 0 _ " - ° I IR66.55 Q UP APPROVAL A 10 61111 30.150 �� � LOUDER LEVEL - __------____-__ --___ _ v—_ �l _____ ____ •• .n ELEVATION -12'-0" (216.5) - � _ �_ - - - - - -- -�--IN - Project: WASHINGTON SQUARE Q.LLB PQ-LLa * T IGARD, OREGON Scale: n,us omeDrawn b1C�L, „�►►+t , NO GN D. RIGHT NAND ASCEND "�` Date. I40UJARD 5 WRIGx 4T Pevis:nn: -AII _ r�'2•3�E 3/4/05 -+ 6/05 A DED - 4 i S I S Description: „ i, 5TAIR Q NANDRAIL5 , _5 TION � . e •.y yI fDrawing no: PACIFIC STAIR CO./ wBE ,' . 8690 STAIR WAY NE a� SALEM, GREGUN 97305 low'. Now - -.!� ,._. ......- __ .... _-.._. _____ _ - ----. _— .-....- ._ N ._ - _.__-.... ,... ..._ .- ... .. ,». .._ _ .... _.-.. . .....r.wox!y.:xk.1.Yr,! _,na.... •s+qKwP1IbMIlA¢npallq!. .ynK •NIIIr._•a :. . ". , •— ...,,. `! c 4 '< LEOrBnxry Cm d l � �3L �•j l � ..Od.. .YMb..i 1,iiI i,i,I„nI,u ,I I n„ „ I � ,u , ,Iu ,� �, n I,u,I,,,, ►u, ,,,i ,i,Iin, nii ►i,�Iii ,l , , � n, � , I I I, Cm 110 , 1 1I: 13 10 iIS 91 t: seIa a4 ae ae 27 ze aQ -30 o - -a Pont T x r ; era. ;•'Mv-IWi]IY ......_.—_ k, . .:fir .'y:.. ....._ _- .. .r_, s. e.w ..r... . ..... ....u. -...ur _..ur..,... .e . . ....... .... r.... ...._ LL ..—.. _w..e. —..._ _ r ' a w—tB' v • 'JYu. . •—'•. •_L4w n.,r r _Is.e,Ws..L —.r L..._.—..:.m......—. ..iaii,:iuriNi-..uorYYll. TYIrM.a-.r sL, r-.a[:d:._a,.nJYIs.Lw. Yo1al.Wni-w.,aw •....al'LYfi.,r..es.!Yrr .rdee►s.ia -' - . _ '.. .aR..,. —. ..yaaa: w . V'~ 1 -✓ 3 1/2" 1019 _5LOCKOUT __i O 0 t`v 4 :Il 34<1 d CONC. SLAB I Z_3"x2"x I/4"xRE Q`D LOTH (3) 1/2 "0 x 4" NSA STUDS PER STAIR (EMBEDDED 5r OTHER;) -PUTAI - 1_ 34, GG GG I A I ► I I I 8'1 I ROOF LEVEL �E-LEVATION 31'-9" (266.25) I I W14X30 11 by others W21X440 W11X260 T.O.S. 25e'-211 by others by others 2XI0 77 C ftothers a1 I ► I I 8" 20'-4" 5" lo CUJIBX4011 all 20'-411 SECOND FLOOR ELEVATION 18'-4" 1246 83) rA TW14X220 `--�`- SEC7IGN C-G W21X62� Up4X22•("2 ' 'Iby others by others 1 -5 . -- :v I I Nt I I I B 8" (14'_a�J/Xl 1 MAIN LEVEL 1 I ELEVATION 0-0" (2183) ��-- �— 8" 14'-b 1/4" 1 5�CTIO_N3-BFOR 0 APFROVAL Project: W,45N INGTON 50U4RE LOWER LEVEL T IGARID, OREGON ELEVATION -12'-0'' 1216.5) Scale: NUNS us omer: raven b ON D. Date: 3/4/05 N40W,4RD 5 WRIG4T Revision: " `'� �%?3 E��� Description: STAIR Q :�' r p RIGHT NAND ASCEND A II'-1" b" " - �o � sTA I � Q RouG�4 oPEN I NCS 10 C� F7 ;n�,�,�`�? Drawing no: SECTION a-A / PACIFIC STAIR COQ/ waF, 91 01. 8690 STAIR WAY NE 5-11 - Rol SALEM, OREGON 97305 (III I Illi I (III I(III I1111 IIlli (III I(III�1111 I I III IIIII I IIIhIIIII 1111l1111 I II I II II I(11�1 I!II I�Il�t (III I(III IIII I illl h(III I(I1111 II 1 IlltsI I I I I I I � I �'IIS lii��lllIA� 11IIIIIIItlII!II ( 1 I II . :Ie �� z]� Y � 1I IIe �s 9 310 97 , 1 3 1 S _.:,� •P�M�.....re.,: r/u...�eWa:,t-.�dmts.,u�.�..ir�s.,airyuwK2lu,—,� .�w.a...,,..�M�LL....«.�_:...:i�....9ia::aaan�e...._yiioe.,.'.wJ��—,Jr..a.bv..aa�fr�lWe,,:..,�..�:,.,,._..L►,.......�.,....,..-�..-a.,•.,.as..,MtrudWiMaJ! .rl�a3l�,rNLYfagL►.,� ... �(Z'IL��-• �:ill'�ia;iY:�.�.ti.<•.:....:wine.. S.i.as—���,.,. ra.._.:.�....,i, x a a�. ,T Y.♦l yC l 283 283 t I I 20'-10 1/2" 4'-11 1/2" r 5'-5 I/4" 5'-8 3/4" — I i --7 ____—_ I - --- –-- - --- ---- -- -- ----- I R-1B \ I I al —R- i R-IB I tIl I PR-IA i U. r~c� �l 1 PR-IA UP I � I ! I I til j 1 I I 1 t(l I ! I X x I - to LI) 1 0 i R-IA i X X + U r JR © + R-,A \ I U, I � i UL- CV 3/4 14 "...- LEI- I01811" — sEcrloN _ ---__ 20'-10 1/2" 4'-11 1/2 I + _SECTION B__�_E3 II, I I ! A CG I 5'-5 1/4" 14'-6 , �5'-8 3/4" 16T611" )EI SECOND FLOOR I ELEVATION 18'-4" (146.83) — W14X22" W21X62" 11)14X22« b others _ b others IW18X,40,0 y y by cthers . by others -211 All ' J Q� �-1_`% IIR66.41 _ --- I 30.47' B _ I C�© 8121 SIzO IN. --------- -- - ------------ . FOR 1 " I YII NAPPROVAL 55 3X3X1/4 14 — --- 5'-8 3/4" 11Rg6.41 Ow 3©.41' NOT CHANGES ON THIS DRAWING I MAIN LEVEL �� ` sp► (504 ;; [s ARE DRIVEN 81' THE ROUGH OPENINGI, LDI ELEVATION ,ta'-mN ( � ---�_ _— DIMENSIONS `= �z8 — E ON5 PROYID2D FROM THE FIELD. 5'-5 112" it 1 Project. C W45a -41NGTON 50U,4RE 1 _3 3/4" T IG,4RD . OREGON I _ ` 9MR "R" A Scole: NTS Customer: Crown b ON D. s RIG WT NAND ASCEND SECTION�4`A ��"�'.'�ref, Dote: 140UJ,,4RD 5 U RIGHT 3/4!(45 Nevision: (f3PE r Description: r 1 ' 1 S u 67 Drowin no: PACIFIC STAIR CO./ wnE 9 + , : 1 7� 3i64 STAR WAY NE �.� - E2 SAt-1 M, O1?f-GO�I v/3G SPS '� ,4 y��'Q °fie �� .n ,. _.._—._ -. ..r.V_._,._. „, ... .�,,.- ... _ ......-....•..,.r.. --- � ---- ._ _-_ --_._ ,.. .__'"-__ ___ . . ._ _. _. I . 11 et� p cm 1 I JII t IH f it N I Itl t It�Ittl I IJill 1111111 tIo I IIQ I � II I IV IIl I 1111 III�IIII IJI t 1 I IIIII Itt1)S II11 Illt UII IIII� III rIII I 1111 1111 l IIII 1111 III 11 t ! 1 ni .t., 1 !• t• t 82 20 27 26 26 30 amm s 1 . -,y,:•-_..Y.=.a... y ,.,,"`.,...'-a.... ..,b.-.... 5. ..,._... ... ..__rr-...v......wn_..l..,wr .._.,..,...i.-...r_a..... _. _ ..... _,....... .. ... .. .. _. .. ... .. ...::4.. .. r..-... .iL. r t� �r I 3 1/4" 4,-133/,b, 4'-9 3/8" 3 1/41' 1 1/2111 11-33/411 1 1/2" I I/2" 1'-011 \ 16Ts11" t 1/2" 5'-5 i/2" 5'-5 1/2" _1/2UP � Pft-IA J� 5ECTION THROUGH HANDRQIL5 Ii_01l SECTION C-C: R431 14'-as, RG I'-11" C C SECOND FLOOR ELEVATION 18'-4" (246.83) NEDD 70 KNOW HE&4T OF UJALL �n R-la UJILL AFFECT HANDRAILS PR-IA up i ",- Ln Lill _ 42 � 30.41' -- ---- —� ( RE)1 - ,� - �,\ B ail i II j 12rA PR-1A ,�- `. - -, i ►��� 1 -0 91-2 14.81 ., 17RG6.41 161 SII \ 1L(O -!!ll 30.41' S CTiON 5-5 " -- 4 RDI l FOR MAIM LEVEL ELEVATION m'-m"1128561 Pro ject: T iC-34 RD, OREGON Scale: u3tomer: raven b STAIR,R„ NTSON D. �z Dcte: amN4UJ� 5 W 'iGL Rev,sioRIGHT NAND ASCEND A Cr_D Description. 5TAIR 'tRII �44NDR41L i FC�W. m a ..• PACIFIC STAIR CO.; wi;E Growing ne: 0 STAIR WAY NE 571 — R2 SALFM, OPECON 97305 ��/� �y Milli IIII IIiI III till (ill IIII IIII 1111 Ill, lllhll�lli Ilil II11 i I t 11 IIII I 1 ��7��LL 1 1 �� � _� C(Tl��' I � I � J �� � � I � I � i � i � ( � 1 �ICi 1) 1���it i1�111 111111 tH III 111111 ( IIII) Ihll i IH1,11111llllilllllllllljllllllli11111111:ifi!Illllllllilil�lllllllllllllljllllllilljlill I IIjIII1111i�jIIli111111t1111111111111� o 1 cin ! :! 14 le I7 ie to 20 ZI 22 23 24 *9 �e 27 29 29 30 • s Pow 4F c� �._." ....,r .. 6 'l .;,mak,'. 7 18.3 i i N i j i 47 i W i 20'-4" 8.. S SECTION 5-5 i i fi Cad r2 V all B 5 2 3/4" SECOND FLOOR � ELEYATION 18'-4" (146.83) --� WT21X62N � WI4X22 WISX4©N W14X22N N by others by others bg otkars bg others C""2 I'-5" FOR i i i i ( i i i i c1L MAIN LEVEL ELEVATION 0-0" (118.56) APPROVAL t -- _ i ZOTI ........... Now," I Project: 1114 h I 5 NGTON 5IOU RE T IG.4RD, OREGON �� �� t Jf! Scale: NITS Customer: Drawn b A Y6JN D. SECTION A-Q • h��N�c•� 3 1�ICsNT HAND ASCEND Date: �40W4,RD 5 UJRIG�4T Revision:4/6/05 1)ED. (M 3PE � 3/4/05 �SleIr- - Description: T , 5T,4I R "R" ROUGi-4 OPENINGS ' tJ�iFGI,N PACIFIC STAIR COW wBE drawing no: 8690 STAIR WAY NErj-1 SALEM, OREGON 97305 .,sA•.w.�..r..w--.,.�--�. .'.RR�itl'.-!^'_AA 7�•-•..�'Xli 'a.1�.I.11��.�.W�... ^,.-._w+,�.�.� .. .rM�11AF .•,�lyWi.�r+�g:..i lf� .41MN�.���{°dNY���Y -1104- 00111111111, ipwb� , �, `, � I� i�� j � b lI�� Iuiyi i ill ni�iilii� uiii, IAOE3I?xry 8ZRJiiilii �o Ilk ;.1 aeiSi �i uuSu ilii �S u I i i ! i iui eiil�iulineilainilu��iuiliuila ilial roil ill y z,eii Qilo3nlO0 25 . W6, 1 MON1 �w "d �.. _ u. J, RR QQ RR QQ I I I I I I _ I I I I 1'-4 130 -5 _ _--- -- --- — -- _------ - - 5.1 r - _ LJ I 1'-1 1/4" I I ' i 1 2!T911" \ I T-IA PT-IA �.- t i \ DN -- I ail I I I I I I I I I I t- d) NA I — UP I I � I - I I i!1 >w �► rh I T-IB ILn Lo I r� UP XX Ln L i0 0 I � 7---- I I 1 I I CIC) 35.1 __ --._ - -- - --._ - --- - -�� - — - _ — - ---- ------ - - ----- -- f I uP ' �1 F ' �' 0'-3 1/4" 101-111 5'-4 3/411 I � 11T�11 8_811 21 _9 511 35.1 N = - -- SECTION C-C I I , I I I 6'-3 1/4" 10'-1" _ 5'-4 3/41, 5:1 A IlTgll" C 1 2 I C I EI SECOND FLOOR ELEVATION 18'-4" (2462,3) — -- N W18X5m" UJ18X5m* 0 W14X22" UJ30X124 UJ21X51 bg others bg others T by others I b others by others (01-411 O1-411 12RA6.33 29,93" PT-IA ----------------------- - ----------- ---------- ------------- -------- -- -- - $12© 8121 SDI SDI _ 121-011 22Rgb.55 I I /- H552 1/2X2 1/2X1/4 (TYP) -I li4 119 -3 30.150 FOR APPROVAL SDI �1 5a 5 MAIN LEVEL I..DI U — LD� J ELEVATION 0-01" (228.5) — -- ;OTE:_ { CHANGES ON -HIS DRAWING 5 -5 1/211—_ — 51-5 1/211 r/2 ARE DRIVEN BY THE ROUGk Or- ENING STAID "T„ DIMENSIONS PROVIDED FROM THE FIELD. - 11.-511 RICHT NAND ASCEND A. ............... .................. .................... - — ---------- 5ECTION A-A_ : LUASN INGTON 5QUARE T IGARID, OREGON ,r.nE°�p.KoRF' , Scale: us or�c�: Drawn b �NaINe eP NYS ON D. T- Date: 3/4/195 �40U)ARD 5 WRIGz 4T Revision: I 4, 5/05 �' DED Description: �( ORE ON L ,o ��' �°' 5TAIR 11T11 , x- 1 31i PACIFIC STAIR CO./ way; growing no: .' iw8690 SrAV wnr NE _ SN._E=M, OPEC,ON 97305 tryY �wY!t„pl la(I1AIi1IY -,T CRll � fill ullll11111u1 Il-m..u_ � .�_l __-...._...-- ..)..._. T_n-I.. 1111111L_...1111111111111111 ,-1<n� r I I11111uu Mu' 11:l ( 14 r ( ( 1I0ll ''1�1�1•1�Ml'�1`1 L1,�111,�,�I.,I.n•I il'lilll{1 I 1111,0�� X3 �� 2I!low .1a 11� 1 1 I0 s � .._ _ ..,_.... _._ .._ -_. -.-.....ar• _ -. >,,., �,.... ... _. -_.-,..-+... -•}„ll�M�ni�.f-.-,.,�,`n�ya%;. , 9 29 3 25 0 1 d �U LILIAAi&IALAIA.A�""-A�A,.-,-.T..I�1-0 Ld.k�A,J& #4� v U0.r / r°L 1 ;D 1I'-rJ11 ` 3 1/4" 4'-9 3/811-414'-9 3/811 _ L 3 1/4" _ 1 11-Oil 1 1/211 til-3 3/411 -- 1 1/2" [F� 1 1/2" �— tv T-IA PT-IA CN in I Ln Ul Ul 3/411 5'-5 1/4 5'-5 114" 3/411 I Up U> 5tl _ 1 11_01� 1m'-1" 111-11" 5ECTION THROUGH HANDRAILS r 1lTgll" SECTION C-C 1IT611" R431 _RDI _ 5EC_OND FLOOR M ELEVATION 18'-4' (246.83) 42 e 12RIV6.33 29.93' B - � PT-IA NAfv P"-IA UP a - � to 12 -Oil 22RS6.55 uP q -� 21Te11 --- MAIN LEVEL 5ECTION��E +ELEVATION V-0" (228.5(x) — FOR�+� STAIR NTII 0'vP, RIGHT NAND ASCEND I Project: UJ 54—I INGTON 50U o4fRE T IGARD, OREGON Scale: NTS us outer: Drawn b ON D. ,Y f "NE�' tote: E401 UARD 5 WRIGHT Revision: ( 3/4/1'x5 4ifv/m5 �+ DED / °S-7 rlpltion: "T .rr-r ' II II STAIR T HANDRAIL5 it PACIFIC STAIR CO./ WBE Urowing no: 8690 STAIR ,VAY NE SALEM, OREGON 9%305 • LZOIBI -- * � i l Illi I l l l i{III 1111 IIII IIII , 11 1111 (111 I I( 1 ' i �I I 1 � ''=�+��`��'�+"-" •�� .t. :�+��x�d+.� 'Y I'J'Y STATP `�% Cm i 1 I I I ( I 1 ' 111 Llllun �1, ( ul nlllul 1111 Iuln� IIn1I1 Illnlll11111nn1 ul 11�II4 1 lul 1 ni �111� IIin111 nlllull ( 1 Ill�llllul Ilillu�llllnlu11�t1ll�llllllullllulllnllln lullun ulllllll Ilu; lu 1111111{ IIIIIIIn r J2 � 1 10 1 is 13 ! 1e T Is 1O �n 21 22 23 94 ttl4 20 �I7 2P. 20 310 ` IIII Y� s1G , " S L - -�e5.+=-•.:uiv�.t.w:..•�.'�--�".•_. -__ ..Y.L.r.u:..._._. _s.wrx-.6a��.�._aiwr.rL�-..:a...:..._�.._-, ._ �- .i 1a.:. e.v_.� fYi s• -• �.. ..C:�_.si,��.hY-:.f{uAui�i�..:�iG.4u_.`.ue r[_.;s.'raY.ei�:r'.,.- ...—�_....v�..YisicluW.Y�s�i — 1 y y �Y T � RR QM 301-011 lo ' 141.01 15 -811 411 I I SEGTION B-B 35.1 ' 1 a x141.011 15'_g11 411 lo _ .__ 511 11'— J'� 51! SECOND FLOOR ELEVATION 18'-4" (24b,83) _ LJ30XI240 UJI8X50" UJIBX50" UJ21X51" U14/\220by others by others by others by others by others rl�-�4" MAIN LEVEL ELEVATION 0'-0" (228.5) APPROVAL FOR STAIR "T" RIGHT HAND ASCEND ti SECTIONA-A Project: 1,U�45N ING�1'ON �G1U,4RE TIGARD, OREGON Scale: NTS Customer: cJi,ciNt�,9�. 'SON D. 3F'C Date: 3/x/05 �OI,UARD CJ' UJRI� 4T Pevision: . 4/6i05 A DEC) r4 Description: 5TA I R "T " ROUGH OPEN INGS •� LSF t MCI )( , :_j �►�°` PACIFIC STAIR CO WBE Drawing no: C 8690 S rAIR WAY NE a, 5�11 — ROS SALEM, OREGON U7R5 �w�w�+rv�wY . ',hdglp,.na :. •�,T : cm,RMUP I i 3 i , i1►) 11`1 111 I I I I I I I f!i f ui n 1li i ui1 ili n1 nnlnuI�l1iulnu1l!u! Ilul( ! i i1l♦uii iyny,n,!lrISinNNi,�,urur!aI7ui11 IIIf)I)li ! (tll' llllIIll�in� �uiu= ink ulliu Ia"i�u—IIII�IIIII022IZ 3 4�llilIi 2fi 1pwM.1cim ,,. 28 20 27 28 29 30 � f 0(25 J tadw , ll 1 � s err u r y.� RR QQ 301-011 141.011 IG�_Qil 411 lo i IJ C�= 1 35.E -- ---- — — ----_ _ _ __—___-- -- ------ -- —------- �— — -- — --- — -- — --- -- 5ECTI 1 N 5- r 1 35.7 A 15'-811 4'1 1 5" II'-9"SECOND FLOOR FLOOR ELEVATION IS'-4" (246.63) UJ30X124" LUIBX50" WU121X5118X50" " W14X22" by others by others bg others bg others by others �- 12'--r �v- I MAIN LEVEL ELEVATION 0'-0" (228.5) — --- — FOR STAIR "T" APPROVAL RIGHT NAND END , A SECTION A-A Project: W454INGTON CJ' 0L. 4RE T IGARD, OREGCN Scale: NTS Customer: Drawn bY; a Dote: t--�O��RD CJ LURIC�NT Revision: • - -3PE ',' 3/�/sD5 DED 4 Description: ST�IR rrTrr ROUCzN OPcNING5 I #L�FC W. Mc n�ww )17111, PACIFIC STAIR CO./ wBE browing nu: 8690 STAIR WAY NE _ SALEM, OREGON 97305 0104 C6 1 1 1 1 1Jiinlnl uulnn1 11111111 lI llluII nnliiuI au Is tilillu���in :�I•iiii i tra1�I�iT ts a o� lui mill, STRIP101... 1• aI, ,I n �I�i � n r�a14 25 1 .W� Vii: NpNI � IOi • 1 1 JI� Ort � x5lk A—twk s1y�' -... a k ':µ k r; :a1 RR ) QQ RR QQ I I 1 I I I I i I I I I I I s-IB I I 'o I F-5 IB '-n - up i i ►n LA I I I I I I I I` I I I I I r I � I I la I I - s-IA P5-IA s- I' ' I (NAail i X Ps-IA X UP �N @ Fl I I I 1 4 --- - - -- - ---- - - - ---- - — —_ _ __ - - -- - 124.9 - - --- --- _ _ - - - - - - - --- — __ 2 .9 - - —_ - — - - ---- - — — -- - -- - - r - - - --- - - --- - ---__ - -- L �.� _ _ —� - - __-- - — J I 26'-111 SECTION 5-5 ' 3'-6" SECTION C-C � I I ' 1 A I 2 4.9 I C — — --- �6T�►11"_ — — C 1 ? EI SECOND FLOOR ELEVATION 18'-4" (246.83) — -- W21X62� W16X7-1" W21X62" W18X40" by others �12X2Z, " L by others by others b others bg othwe 91-211 _ I IIRg(o.41 30.41° ` , 5 50 ' PS-IA = LDI IDI / - - --- — O ---- ------- - ------------- L ----- - ------------ m _ 5121 FOR / $51_ SD 1APPROVAL 1 II 11 II II ._ C 11 ii ii /' TS 'X3x%y r7Yp) I � �i ill 1 1 ,,• ISR66.56 I 11 1 s — I NOTE: 9 U� 'L 30.19 ORF CHANGES ON TN15 DRAWING " �'AT zq� / �II ARE DRIVEN BY ROUGH OPENING W. Ma DIMENSIONS PROVIDED FROM THE FIELD 228.50' 5 1 i 5 Cpl 5�i �A� ' 1 I MA1N LEvEL DO I1111, ly ELEVATION -Q'-8" 1221. 5) , — - I -------- -- -- — — - Project: UJ,454-41NG I-T- ON 50U,4RE „ T-6" , 1/2' 5'-51/2" 5'-5 1/2" _ 1/2" TIC-s,4f�D, OREGON Scale: NT5 Customer: Dr�jwn 6' ON D. 5TA1�"S" '�' nate: � 40U) 4RD 5 URIG� 4T f?ev Siun: - 6 II -� 3/7/05 4�25/�'�5 ��•�DED LEFT NAND ASCEND -- --- --- Description: 6EcrioN A-A 5TAIR 11511 PACIFIC STAIR CO./ WHE Drowi►,g no- 8690 STAIR WAY NE ' --- SALEM, OREGON 97305 5~ I - E 4 �n. ....4 IIMMirp wrrw....�wrrwe.JMpa.:a,. �� ,'il �ii (lll it +III .II IIII illl III11111 f it IIU III if IUI 1111 I I 111111 I IIII I!;I 111 t 1111 111 illl 1111 II ! II11 IIII 1111 IIII 1111 1111 IIII IIII 1111 IIII illl III 12,112, 1 1111 IIII 1211 I IIII IIII 1111 IIII I:II UIIIIII IIII IIII 1111 1111 �,. r.Ba�,rrY e�r� �. c m� � 1� I I I I II I � I I I2111311f I I I I I I 'I I -. a is is �"o �1 :� Z� se �e Z7 is zs ao + 25 1 r r a� - a i - _ __ .,- ..� tis, .; gym,.. .._. ,., ,. .,. _aiiw'►.�rir�.-.,.�_:.._- __ __--�w.�. .tis.� .rGi�...._..YSl esr.����. �.•k�,_.u.....:,........_wr-..., --.��.....hZ.•��--_.�.......rte......v..�,..,.r.�•.a.u.- __ -® Idr{iEv'...o�w._�...,.....�x.....�.:..a�uWr,..,...S�r..w��,...s._..�s,......,�.wr, _.:n.........,,..r.w..�.....�wacn....�a.,...�...... c..t..�.J.e,.a. _s_e�...:....a..._...--�._�...�....__._.,.,..- _ ..., - -- -.13�y(" Y ;4 7'I h41.L �s ,Y zz. v ------ -�. 16T611" _ cy r- �n UP PS"IA 844 Jl 11L K5N ►(� Q Ln IL L 11Rg11" 1'-0" �ECTIG�N S1ECTiON C-C f 5 0 4 X3 ,1� � _ � _ 3 1i4 1 " C: 61M. —— -----I _g—--- __ 51-0 3 1,�. 16TSII" C - - --- SECOND FLOOR ELEVATION 18'-4" (246.83) \ N1. \ 10 11R 6.41 2 _ 51-51/211 1/2 If \ \� RDI 30.41° CLEARANCE CLEARANCE B e 1/JLEARo -\� _- 5'-5 1,/2" 1/2 '1 CLEARA . CLEARANCE el _5ECTION THROUGH WANDRAILS_ 11 ISR*6.56 i r/� 11R�1i" — 30.,19° 4 FOR MAIN LEVEL ELEVATION -0'.g" /221.15) ---------- PPROVAL - Project: W46H INGTON SQU,4RE _5TAR 11511_ T IGAR ), OREGON LEFT NAND ASCEND , .f Scale: NTS Customer: Drawn b 1 bON D. POP 3PE --, ., Date: 3/'t/r�� HOWARD S wf;Rj .z4 T Revision: a,-,/ /4 s Description: m5 / ,G _D 1[1r1 to + " W. MC _iZ PACIFIC STAIR; CO way; Drcwin 5-11 - R� 8690 STAIR WAY NE � • �� �` — SAl_FNf, OREGON 97305 w,. �amnrrY s � c m ., �. �., , •,. A� � ' �ini iin VIII 1111 IIII IIII 1t11 Ilil III! (il�!n��l�n� �ni�! n n�llnnluul�n�) �ulu�lll� lu�� nnl�u� �ull� it��n� �n�luu uu� � ul�nl ull �nl �n� ull nn u�► u� n n � Ill� ``` `' S 0 !, � l 1 p„ I i I �o i is �Ia iIa �Ie �� �• �• �l l ( i ilri�ilrl �! !9 242�3 2� �7 29 2930 J T ? F N , + r - r 4 r , wl' ;r r, r �r .f' Cr RR I I 13'-4 IV 16--2 3/ 5 1/8" I I I \ I I I I i 24.9 _� i I SECT!ON B-B I I , I I III ' 24.9 I I I I 1 I i I 7.............................. g I I 35 1/813'-4 I/8g 511 Ir- SECOND FLOOR _ ELEVATION I8'-4" (246.83) L �--�--- - -_ i W21X62" WI(OX11" U1�IXb2" Ui18X40" b others y UI4X22" oy others by others by others y others FOR I I I I I I I I I I I , /ilk MAIN LEVEL APPROVAL ELEVATION -Q►'-8" (211.15) _. I t 1 — ".• Project: I✓U45N INGTON S(�L�QRE 11 I fil STAIR +15T IGARD, OREGON LEFT NAND ASCEND ;y�E �, Sec�lc: Customer: Drown b `' NTS �ON D. ')73PE . r Dote: 3/x/05 HOWARD 5 �RIG�T Revision: A iS 4/1/m5 LADED c-La N '�► o, Dt:scription: -5 TION A-A r�'F4 tV10A � STA I FR 11511 IROUG- 4 OPEN ING6 F r f PACIFIC STAIR CO./ WHE Drawing no: 8690 STAIR WAY NE rJ� - RrJ�4 SOLI-M, OREGON 97305 LBQIBELM xs4wk f�j^ �`' ,'ir,, -• -�-.~-yy `.. mdwI'llilZ lillll3llli�llll1 IllllS l 7 fVl 1 fI0 I � V � 1I4 �I I1111lIe II I I 7II II 11I1 IfsII11 I III Ip II IIII OII11 IIpII I l1111 IIII I tlll IIII IIII IIU I II 2I3 4 II IIII(IIIY11 II0f f file, 1I3 22 ! 9IOwr .... O 27 a 25 1 ailk J J: , Gil Typp. 11,121, SP:CE BETWEEN FINISH SURFACE LANDi^Ka FRAME OF FRAMED WALL TTP L. 2 I/2 X 1 I/2 X 1,14" � L"4 UNO. L 2 1/2 x 2 1/2 X 1/4 r' 20GA. 1 1/2" "BR" DECKING WITH GONG. FILLED BY OTHERS FINISH „ AND INISH WALL SHOWN Loi- WALL I/2 SPACE 20GA, I I/2' BR U.N.O.„ -i I� A, DECK Willa GONG. TOP OF FILL BY OTHERS Gb X O. 14GA ANGLE 20GA. 1 1/2” "BR" — / 20GA I I/2" "BR" DECKING WITH GONG. FILLED BY OTHERS 14GA ANGLE UN O. 1 DECK WITH CONG. -'I 3J" I� X12 I�"__- I / 14GA ANGLE FINISH FILL BY OTHERS TOP OF 14G-A ANGLE LDI DECKING TYP _. —J tl P - L-J 1 L� FINISH 12 �) 3;„ IFLOOR LD1 FLOOR LEVEL LDI I Ls01\ Lbp /LEVEL 4 \T� / / - I - A 3 1/2"UNO. F 3 I/2" U.N.O. 3 1/2" U.N.O. I>� 1-1— O o �00 0 14GA ANGLE L90 p O O - L.DI T-, * Cbx8231"UN.O. LDI UN.O. - 3J JJ1 A I I/2° 20G / VP r'�aA ANGLE _ !" II-- 14GA ANGLE ._I/ __11._ 1•-II� TYP. BOTH TYP. BOTH 14GA ANGLE " DECK "BR" DECK 4 1 — DOWN 211IN 1 SIDES _f I SIDES Cb X 8.2 UNO TYP. L�" SPACE W1 WALL NOT SHOW) WITH (2) CONIC.T N T I FO G A ITY' 5/8 la A325 BOLTS 3; ONC. vCb x 81 C6 :< 8.2 UN.O. BE WEE S R NGER 6DI R L R BY FILL BY UN.o. WITH (2) L 2 1/2 x AND FINISH WALL STUD WALL WITH WALL NOT SHOWN L 2 1/2 X 2 1/2 X 1/4 - 3 " ERS OTHERS ° 5/8"o A325 2 1/2 X 1/4 DOUBLE DRYWALL Ls�• STUD WALL WITH Rs4m U.N.O. BOLTS SHOWN FOR CLARITY LDI DOUBLE DRYWALL LD1 ; I UN.O TI N VI SHOW.; SEC O VIEW PLATFORM FRAME FOR "BR" DECKING PLATFORM FRAME FOR BR DECKING PLATFORM FRAME FOR BR DECKING PLATFORM FRAME FOR BR DECKING WIT" CONIC. FILL BY OTHERS PLATFORM FRAME FOR "BR" DECKING PLATFORM FRAME FOR "BR" DECKING �� �� �� �� � " , PLATFORM FRAME FOR "BR" DECKING (STANDARD) +— WITH CONC. FILLED BY OTHERS (STD.) WITH CONIC. FILLED BY OTHERS (STD.) WITH CONC. FILLED BY OTHERS (STD.) WITH GONG. FILLED BY OTHERS (STD.) WITH CONC. FILLED BY OTHERS (STD.) WITH CONIC. FILLED BY OTHERS (STD.) PACIFIC STAIR CU.iern �` _ _ - PACIFIC STAIR CO/%mt `L - ® PACIFIC STAIR CU,/%N PACIFIC S'IAIR CU"/Wet SCALE: NONE PACIFIC SI AIR CO./N9E — — -- 1 .�C117C STAIR CUJN9�: SCALE: NONE ;SCALE: NONE SCALE: NONE ® PACIFIC STAIR CO./%§P �9a STAIR WAY NE 6690 SIAM WAY NE SALE . OR WAV 7 6690 STAIR WAY 7 8690 STM WAY NE SCALE: NONE 8690 STAIR WAY NE SCALE: NONE SCALE: NONE SALEM, OREGON 97305 — SALEM, OREGON 97305 — SALEM, OREGON 97305 — SALEM, OREGON 97305 — -- Bello STUB WAY NE DRAWING NO. LSO+a — DRAWING NO. L501 — DRAWING NO. L502 — — SALEM, OREGON 97305 SALEM, OREGON 97305 . (DRAWING NO. L503 ,DRAWINCs NO. L504 -- DRAWING NO. L505 = sA,Eu, OREGON 97sos DRAWING NG. L506 TY•P. i/2" 1 1/4"SQ.T.S. WITH "-� I-- I 1/4"SGl.T,S. WITH TYP. In" FINISH SURFACE CONIC. FILLED — SPACE BETWEEN FINI&4 SURFACE Cb x 82 UN.O.-� 3/4" 0 ALLTHREAD 1 1/4 0 ALLTHTH SPACE BETWEEN SHOWN CON WALT_ LANDING FRAME OF FRAMED WALL LANDING FRAME 53 I 20GA. 1 1/2" "©R" DECKING WITH AND FINISH WALL SHOLIN/ �D I b N 3;" b AND F NISH WALL LDI SHS' CONC. FILLED BY OTHERS -- 20GA 1 1/2" "BR" DECKING WITH CONC. FILLED BY OTHERS 20GA. 1 Irl" "BR" DECKING WITH CONC. FILLED BY OTHERS 16 y) 3;„ I 1 - TYPL '/2" SPACE TO FINISH WALL — 1/2" \ I/2" I I? 14GA ANGLE a t- ~I1~ 1 L ANGLE 12 TYP TYP L9•! "BR" TYP. BOTH SIDES LDI DECKING I 12 12 ° BR' LANDING FRAME LD -J I —J 'DECKING — L33 —J f • • LD . 052 L'=i 14GA ANGLE �� LDI 3 1/2" Le p LDI LDI 20GA. 1 1/2" a 4 - � U.N.C. _ �_— I "BR" DECK JI a 1Z 3 In UIyO. 3 1/2 UPLO. - —' L9n 12 I `a- LD1 2 L53 r L53 - L9•. - � s LDI � LD1 J LDI L!!\ T-1— 31" I— Id a I L53 liar ' Lnl CIbXANGLE 6.2 Cbx8.2 7 20GA 1 101, 4 _ I CONC. a c] 4 --- LDi — 14GA FRAME UN.O. t / U.N.O. BR DECK WALL --- I IUP P-11-1 146 BOTH ANGLE 1"--II— TT4P. BOTH ANGLE I 04 a \` a \ SHOWN UP " ON Cb X8.2 U.N.O. " DOWN 2 MIN. 8out NDI- -. SIDES / ,�_3 SIDES FIL CONC. FICLL BY' ° DOWN 2'MIN. 3J TYP. 1/2 SPACE / kii " e�Dl 4 - 3-12 BETWEEN STRINGER 9D1 G OTHERS OTHERS TYP. I/1 SPACE 8170 STUD WALL WITH �— ° " „ --I 3;"AND FINISH WALL ` BETWEEN STRINGER Fypl �3"x3 xl/4 DOUBLE DRYWALL STUD WALL WITH WALL NOT SHOWN AND FINISH WALL LEDGERS WITH SHOWN WALL NOT SHOWN DOUBLE DRYW/'.L FOR CLARITY CONIC. WALL 5/5"0 WEDGE FOR CLARITY SHOWN THIS ANCHORS AT 18"O.G. SIDE TYFC. BOTH SIDES OF PLATFOR" FRAME FOR, "BR" DECK'IN's LANDING WITH CONC. FILL BY OTHERS I PLATFORM FRAME FOR "BR" DECKING PLATFORM FRAME FOR "BR" DECKING PLATFORM FRAME FOR "BR" DECKING PLATFORM FRAME FOR "BR" DECKING PLATFORM FRAME FOR "BR" DECKING (STANDARD) WITH CONC. FILLED BY OTHERS (STD.) WITH CONC. FILLED BY OTHERS (STD.) WITH CONC. FILLED BY OTHERS (STD.) WITH CONC. FILLED BY OTHERS (STD,) WITH GONG, FILL AR OTHERS WITH O I FRAME FOR "BR"5 (STD.)— — — - — — -- _ (STANDARD) WITH CONC. FILL BY OTHERS ISTD.) PACIFIC STAIR CO./%at ® PACIFIC STAIR CO./wsF — --- PACIFIC STAIR CU,/%sr PACIFIC STAIR C(/✓w9c PACIFIC STAIR CO./war PACIFIC STAIR CU,/N9F — PACIFIC STAIR C0J��9F 669(` STAIR uAr Nf. SCALE, NONE 0990 STAR WAY NE SCALE: NONE 6890 STAIR WAY NE SCALE: NONE � W90 STAIR WAY NE SCALE: NONE � SCALE: NONE SCALE: NONE SCALE: NONE VILLM. OREGON 97305 SALEM. OREGON 97305 - — SALEM, OREGON 97305 M 7 6690 STAIR WAY NE � P�qO STAIR WAY NE _ IS 6690 STAIR WAV NE _ SALEM, 9305 SALEN, OREGON 97305 SALEM, OREGON 97305 SALEM, 9 • _-- DRAWING NO. L520 — -— - DRAWING NO. L52i — - DRAWING NO. L522 — DRAWING NO. L524 — DRAWING NO. L525 — DRAWING NO- L53D — r6 �- DRAWING NO. L531 20GA 1 1!T" "SR" DECKING WITH "'� �� -�`�_ -- - CONC. FILLED BY OTHERS W5 � BOLT INSTALLATION AT CONCRETE BLOCK �. (�L 3 3 " 3 ' 1 FINISH WALL • JSE HILtI Hlt DOWELING SYSTEM AND 3/4" THREADED RODS ----- --T-�---<one tilde oR�ly ' --, 3J" I-- INSTALLATION TO BE PER MANUFACTURER'S INSTRUCTIONS T83x3x1/4" (i/;(:2)x 3 1/2" x 9° STRUCTURA � V TYPL I/2" SPACE 3 -`� (� IaBG"DECK IF CELL IS UNGROUTED INSTALL 3/4" X b" BOLT PER SUPPORT TO FINISH WALL DETAIL 5/8"• ANCHOR -14GA ANGLE 3}„ FILL BY OTHERS) — BOLTS STRUCTURAL I f LYANDING FRAME SIDES S-I 3;" IT -'- 11/4" 2-8 5L1PPG:RT Ib 5° „ 12 eTlvucttlRAl UA[)E I L A)dpE BEAMS e . NON SHRINK O 1 / N MIN. 10 MAx. v 3 V2 ul�Lo. GROUT � I '' PLAN V19W I I _ -- D__ C) — _J TYP. 3"x3"xl/4" 4 e - — Ir L3"x3"xl/4" 17NE I PLATE/e 0 } " ( �/ •E d i _ �, " 3/4"0 ALL THREAD - / !/4"0 COUPL IMG NUT I Ol0< 5/8" 0 WEDGE ANCHOR 4" EMBED < a 3/4"# —/ -3 ---1 g„.FIRST WEDGE ANCHORS • I IIRILDED TO 1 HC`LES 18" MAX. CENTERS ►(ANGER IaoD s�W Al I I v Gbxlsl _-� _ b"x82•CHANNEL (UN.^J 611 t-1 IN. LOCK PVT e URO. ebl — !3"x3"x1/4" SDI 1/4"AO"PLATE • L-- Ii 8„ ,,�_ G-a.)„ LEDGERS WITH STRINGERS (UNO.) 1/1/4'x3ilb" a� Yv 5/8"0 WEDGE CONC. WALL ANCHOR$ AT 18"O,C. TYP. 14GA BENT 51L PAIS (STANDARD: 1/1/4"x3/Ib" - ` 1 SIDE THIS TYPO. BOTH SIDES OF /GONG BY OTHERS) \ � I -- SQ.T S. ` I LANDING PLATFORM FRAME FOR "BR" DECKING PLATFORM FRAME FOR "BR" DECKING "111 „�'✓ II I I DaL�I;T AND LLIAS1dER PLATFORM FRAME FOR "BR" DECKING FOR CONCRETE FILLED BY OTHERS FOR CONCRETE FILLED BY OTHERS PLATFORM FRAME FOR BR DECKING PLATFORM FRAME FOR BR DECKING DBL NUT AND WASHER PLATFORM F-RAI"1E WITH FLOOR PLATE WITH CONIC, FILLED BY OTHERS (STD ) _- - (STANDARD) -_` _ —^ (STANDARD) _ WITti CONC. FILL BY OTHERS (STD.) WITH GONG. FILL BY OTHERS (STD.) FINISH SURFACE (STANDARD) PACIFIC STAIR CUJwrt — PAl'IF'IC S7 AIR CU✓w9rt _.—�. --— PACIFIC STAIR COJw9>< PACIFIC STAIR CUJw�It _ _ HANGER ROD (STANDARD) 9690 STOAT WAr N( SCALE' NONE PACIFIC PA sTMR WAY NE SCALE:.___-.-_�__�' —_ let 8890 sTMR V NE SCALE: NONE SCALE: P.ICIFIC STAIR f,U./weE -�` PACIFIC STAIR COJweF. -- --- PA(IFIC STAIR C'O.Asat -- 9ALm 0BEG0N 97!06 — �i MOO STAIR WAY ME — PRONE 6690 SIM WAY ME i9CALE: :NONE 8690 STAIR WAY NE SCALE: NONE T§ 8690 STAIR WAY NF SCALE: NONE SALEM, ORROON 97308 SALEM, OREGON 97305 — DRAUNING NO. L532 — DRAWING NO. L1533 — DRAWING NO. L534 — SALEM, OREGON 07305 SAIEN, OREGON 97305 SALEM, OREGON 97505 _ SALEM, OREGON 97305 —--- --- -- - _ _— — - DRAWING NO. L$40 — DRAWING NO. L550 — DRAWING NO. L551 -- D L552 PACIFIC STAIR CO. STANDARD STAIR SYSTEM u K THESE DRAW146S REFLECT PACIrIC S1AIR COI"IPANY STANDARD DROP 1N SIAIR SYSTEMS. 'HEY DO NO' NECESSARILY PORI THE ARCHITF TNG IL PLANS B SPE( FICATIONS. HOWEVER, Project: u 1,45 -4 INGTON &aIJ ARE AI., ENGINEERING DATA AND BUILDING CCN)ES ARF INC(kiP0RA1F0 rUVAL IN10 THE STAIR SYSTEM D-SIGN. T IG7�RD, OREGON PACIFIC STAIR C0.-STANDARD RAIL SYSTEM IN ORDER TO KEEP THE HIGH COST OF FIELD LABOR TO A Scale: Customer: Drawn b MitifliH.PACIFIC STAIR C0HI'A4Y BEVUS ALL PIPE RAIL R41MUSES NT5 LJ ON D. WI'H STATE (X THE ART ST PULEP OSSIBLE TONHTDRAI>Llr EMAIN 00LUARD S WRIGHT I ". ALTHOUGH TSE CLOSEST POSSIBLE TOLEFAIY_ES ARE MAIN- Qte; T�eVIsIOn. Ia NED, CONSTRA NTS S.XH AS INCONSISIAVI MAIERIAL GRADES, 3/7/105 HARrV*SS,MELNANICAL SPRINGBACK, AND ROTA'ICNJ FORCES,MAY .. ■ RESUL I IN SO" SLIGHT FIELD MOOIF IC AVON BEING RFOUIRFD. a e$cription: IF PACIFIC ARE T r"4'ANY STANDARD A RAI( NI'S WILL BE STAIR LANDING D E T7A I L.. CONNECTI(7NS ARE NOT 1''iEfERREC. ARRANGEHFNTS WILL BE MADE � 10 SMP I LOSE ENDS iFPIWAIF FOR FIELD N IGNMFNT ANIS f 4 r INISH Ili. pp 1 /'l-EASE CHECK BOX A7�SIGN Rf OW :OR SFPARATf 10C15F FNpS. PACIFIC STAIR CO./ WDE Drawing no: 8690 STAIR WAY NE Cj-I I - LD SALEM, OREGON 91305 -- . .—.— . ._._,- —. _. __ _-' _. _. .__.___. ... .»..,»w",. - . ,..,Yqw ,: ,.,a?Jo•,dl4i"9aUlYawaN:IM•M.•: " v I III! Ilii II I IIII 1111 Ili VIII II!: III 1111 II11 111 III 111 1111 1111 1111 1111 11 11 I IIII �I ! 1111 111 1 IIII Illi I I IIII 1{i! 1111 1111 IIII II ,' 111 1 1 I 1 Illi I I I 11 III .Nil I! I ! I I l 111 IIII ` M - � L � � � � 1 � 1 lIi I LIIII III IIiIII ( I � I �14I � 111 IIIA i a, >x ► 41, TZOTBnXrY STRYP Cm � -leg 1d 11 1. 17 14 10 10 10 ZO 21 :� !! 20 Ze 27 7e 20 30 a ' 01001011 4* I, 1. $. Ip a +P Y 'i r MINIMUM SPACE BETWEEN STAIR AND STAIR WIDTH FINISH WALL OUTSIDE STRINGER PLATE DIM710N _ UP /~ TYP. I/4" x 10" IUN.OJ STRINGER PLATE 1/4" x 10" (UN.O.) Et DTSS STRINGER PLATE -- —DISTANCE BETWEEN TYP. \ OF STAIRS (MIN. 2") BOTH PLATE TYP. 14GA BENT STL. PANS c STANGARDJ (UN.O J _ I Irl" "B" DECK (GONG BY OTHERS) I Irl" "B" DECK (SEE PLANS) -- " - ENDS \ i 1/4"x4"CONT. PLATE STRINGER PLATE STRINGER PLATE 20GA (CONC. FILL OF I/4" X 10" (UNG.) 1/4" X 10" (UNG.) S I I/•�' FILA• (CONIC. \ SIM. BY OTHERS) BETWEEN STRINGERS FILL BY OTHERS) � 1 PLAN PLATE WITH (2: 5/8"OA325 I4GA BENT STL. 14GA. BENT STL. _ S101 L 5 x 3 X 1/4" PAN TREADS PAN TREADS - --� - (BETWEEN STRINGERS VIEW 11/4' / TYP. BOLTS (CONC. FILL BY OTHERS) �CONC. FILL BY GTNEt> 1 I/4'x4"DONT. PLATE -3 1/2" IUN.O.) I I/4' bDt - --- jT--"� WITH (2)5/8"0 A315 - __� BOTH _ _ BOTH - BETWEEN STRINGERS _ 1 I BOLTS / 3 1/2"(UN.O.) TYP. 14GA BENT STL. PANS UNU.1 ? ---r STAIR RUNT � (GONG. BY OTHERS) ENDS�/16"V2 1/Z" ENDS/Biel 3/Ib"�Z !/2" �� WITH l2) 5/e" 0 I I/2" "Q" DECK A325 BOLTS __ 20GA. KONG. t0 �I/4" (StEi.J \ 11/40 bDl I i/4" 5�1 BOTH FILL BY OTHERS) /i I FINISH \ -� -- �.I. �- ENDS -FLOOR L_ BOTH I Irl" - 3/16 OF 31/20 Cb x 82 (UN.O) -- / i 3/16/1" ENDS r 1" % !PLATE TYP. BOTH bIP�~ I/2"(UN.O.) STRINGER PLATE I GONG. SLAB L 3"x3"x1/4" CONT. L 3"x3"xl/4" CONT. SIM. Cb x 81 (UNC.) BOTH ENDS 1/4" X 10" (UNG.) ?--- BETWEEN STRINGERS BETWEEN STRINGERS Cb X 8-2 - 1"MAX. 3/8"RADIl.18 '' . WITH (Z) 5/8"0 x3 Irl" •' S1ot lUNO.) T� ENOS OF y ,j I/4" BENDS TYP. \ .; WEDGE ANGHOR5 •• 3p1 STRINGER PLATE � ��Ib� 3 SLE �I 3ilb. ANGLE 4 \l IIT11N1 \ -- •. , I!4" X 10" (UNOJ BETWEEN STRINGERS TYP. 14GA PAN TYPE TREADS ` - Angle _ TYP. 14GA BENT STL. PANS !STANDARD) (GONG. FILL BY OTHERS) L 5"x3"xl/4' I/8" 2" - 12" TYP. 14GA BENT STL. PANS (STANDARD) WITH (2) 5/8"0 A325 BOLTS (GONG. BY OTHERS) IFINISN I BETWEEN STRINGERS • BENT LIP PLATE 1/4" x 4" X b" (CONC. BY OTHERS) FLOOR SECTION WITH (2) 5/8"OA325 TO VERTICAL W/1/2" 0 X 4" STUD VIEW BOLTS RISER STAIR TOP CONNECTION TO STEEL STAIR BOTTOM CONNECTION TO STEEL STAIR TOP CONNECTION TO STEEL TYP. STAIR LAYOUT WITH 14GA, TYP. PAN 'READ/STRINGER WELDS STAIR CONNECTION TO CONC. SLAB STAIR CONNECTION TO GONG. SLAB LANDING EDGE (STANDARD) LANDING EDGE (5TAND,4RD) LANDING EDGE WITH EXTENDED TREAD PAN TYPE TREADS (STANDARD) _ (CONCRETE FILL BY OTHERS) —� (STANDARD) Yy (STANDARD) (CONCRETE BY OTHERS) _ (CONCRETE B'T OTHERS) (_STANDARD) TYPE: BOLTED STAIR ENDS TYPE: 14GA PAN TREADS TYPE: 14GA PAN TREADS 14GA. PAN TYPE TREADS 14GA PAN TYPE TREADS TYPE: 14GA PAN TREADS PACIFIC STAIR CU✓w■A: _— _ --- PACIFIC STAIR CU✓N■E: — ® PACIFIC STAIR CUJW■E -A--- PACIFIC STAIR CUJw■L — ` — PACIFIC STAIR CU✓w■E. — -- — —� SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE 8690 STAIR STAIR CU✓wE. PACIFIC STAIR CO✓w■s. ■690 STAIR WAY NE 9690 STAIR WAY NE rl990 STAIR WAY NE 9990 STAIR WAY NE D690 STAIR WAY NE 9600 STAIR WAV NE °�•�-E: NONESCALE: NONE 9690 STAIR WAY NE SALEM, O>EooN 9/JOS _= SALEM. OREGON 97303 -- SALEM. OREGON 97305 -- $AlFl/, OREGON 97305 -- SALEM. OREGON p7y03 SALEM. OREGON 97305 _ - DRAWINY.v NO. 8100 - DRAU)ING NO. 8101 - DRAWING NO. 6110 - !DRAWING NO. SII! - DRAWING NO. _ SALEM, OREGON 97305 SIZO - DRAWING NO. 5121 - DRAWING NO. 8122 BLOCKOUT FILLED WITH - -- --'- GONG. BY OTHERS AFTER STAIR —�- INSTALLATION TYP. I,GA BENT STL. PANS (STANDARD) 3/16" 2"0 12" S T RINGER PLATE STRINGER PATE \ KONG. BY OTHERS) I/4" X 10" (UNOJ 1i4° X 10" (UN.O.' TYP. 14GA. BENT STL. PANS (STANDARD) 3 !/2" FINISH SIM. STRINGER PLATE L 1 1/2"xl 1/2"xl/4" 3/16" 2#4112" 1 TYP, (GONG. BY OTHERS) BLOC.KOUT FLOOR SIM 1/4" X 10" (URO.) CONT. BETWEEN STRINGERS TYP. 14GA. BENT STL. PANS (STANDARD) BOT ' TYP. 14GA. BENT STL. PAN5 (STANDARD) ENDS 3/16" 4" (GONG 5`' OTHERS) SIM. ODl (GONG. BY OTHERS) � STRINGER PLATE \ 1 1/4" 1 1/2 BLOCKOUT FILLED WITH BLOCKOUT FILLED WITH \ SIM. -��--- 1/4" X 10" (UN.O.) BOTH CONIC. BY OTHERS CONIC. BY OTHER'S PLA 3/16 V 2-12 60I 1 BOTH\ BLOCKOUT 3/16" Z"• IZ" I I/4" ENDS AFTER STAIR AFTER STAIR 1/4"x4"CONT. PLATE I I/4" • r• - 3/Ib 11/4 INSTALLATION INSTALLATION SDI BETWEEN STRINGERS -' /FINISH FLOOR I I/4y 1 ENDS - BLOCKOUT WITH (2I 5/8"0 A325 - •. , . 1 1/2" "B" DECK / 3A( " 3„ 3 Imo" •, L3"x2"xl/4" 20GA- (GONG. FILL ' CONT. BETWEEN BOLT5 L VARIES BY OTHERS) CONT. BETWEEN GONG. -� STRIWsERB ARIES L 3"x2"xl/4" . 9LOCKOUt - STRINGERS SLAB I I/2' BLOCKOUT FILLED WITH f •• 1 \ / GONG. BY OTHERS ,_3"x2"x1/4"xREQ D 3/16" 2"• 12" / „ " __ " " WITH (3) 1/2"0 x4" L VARIES — G 3x2 xl/4 xREQ'D AFTER STAIR L 3x2 xl/4 -� L WITH (3) 1/2"0 x4" INSTALLATION CONT. BETWEEN HSA STUDS PER STAIR BtRUCTUR�IL 3/16" 2"412" � ��� L_I I/Z"x11r1"xl/4" 3 I/1" (UNG.) ' ' HSA STUDS PER STAIR a STRINGERS (EMBEDDED BY OTHERS) • \ STEEL BEAM , TYP. r— DONT. BETWEEN STRINGERS � BOTH F_ BOTH ENDS � 4"x3"xl/4"CONT. BETWEEN (SIZE vARIES) " ENDS OF ANGLE SIM. STRINGERS C6 X 81 3/16" 3" Stoi " 1Qt ENDS BOTH „ OF x2 xl/4 SIM. BOTH SIM STRINGER PLATE 3/16 4 (UN•D.) STRINGER PLATE ODI �_3 xREQ D 8D1 3/16" 2 1/2" „ „ „ „ ENDS SDI I/4 X 10 IUNOJ STRUCTURAL. ANGLE L 5 X 3 X 1/4 I WITH (3) 1/2"0 x4 L 3x2 xl/d xREGI'D 3/16 I I/4' 13/4* MIN. - 2 Irl' MAX BETWEEN STRINGERS I/4" X10" IUNOJ HSA STUDS PER STAIR BOTH WITH (3) 1/2"0 x4" ` STEEL BEAM �- ENDS TYP. 14GA BENT STL. PANS (STANIDARD) (SIZE vARIES) - WITH (Z)5/8"0 A325 TYP. 14GA BENT bTL. PANS !STANDARD) 3/ib" 3" HSA STUDS PER STAIR BOTH L 5"X3"XI/4" (GONG. BY OTHERS) BOLTS (CONIC. BY OTHERS) (EMBEDDED BY OTHERS) 3/Ib" 2 Irl" ENDS TYP. 14GA BENT STL. FANS (STANDARD) BENE 5/8"0 1WA3R5 (GONG. BY OTHERS) BOLTS S'AiR BOTTOM CONNECTION TO STEEL STAIR TOP TO CONCRETE SLAB STAIR BOTTOM TO CONCRETE SLAB LANDING EDGE WITH EXTENDED TREAD STAIR TOP CONNECTION TO GONG. STAIR BOTTOM CONNECTION TO GONG. EDGE WITH EXTENDED TOP TREAD EDGE WITH EXTENDED BOTTOM TREAD STAIR TOP CONNECTION TO STAIR BOTTOM CONNECTION TO (STANDARD) – SLAB EDGE (STANDARD) — SLAB EDGE (STANDARD) – (STANDARD) _ (STANDARD) _ STRUCTURAL DECK EDGE (STANDARD) STRUCTURAL DECK EDGE (STANDARD) TYPE: 14GA PAN! TREADS TYPE: 14GA PAN TREADS TYPE: 14GA. PAN TREADS TYPE: 1404. PAN TREADS TYPE: 14GA PAN TREADS TYPE: 14GA PAN TREADS — TYPE:I4GA. PAN TREADS PACIFIC STAIR CUJw■F. _- PACIFIC AYNESTAIR CUJw■F: SC PACIFIC STAIR CUJw■E i ® PACIFIC AYNESTAIR CUJw■E PACIFIC STAIR CU✓N■E PACIFIC S1'A1R C'O✓��el —_ PACIFIC S'FAIR CU✓w■L 9990 STAIR WAY HE �'�'L'E' NONE 9e90 STAIR WAY NE °�'Q�-E' NONE 9990 STAIR WAY NE g`''�'E' NONE 9690 STAIR WAY NE SCALE: NONE � 5690 STAIR WAY NE SCALE. NONE ® 9900 STAIR WAY NE SCALE: NONE � 9690 STAR WAY NE SCALE: NONE SALEM, OREOON 97)05 — SALEM, OREGON 97305 SALEM, OREGON 97305 SALEM, OREGON 07305 SALEM, OREGON 97305 SALEM, OREGON 9 E SALEM, OREGON 97305 OR.AWING NO. 8123 DRAWING NO. 5130 - DRAWING NO, 5131 - _ DRAWING NO. 8132 - - DRAWING NO, 8133 DRAWING NO. 5140 _v_--- DRAWING NO. 8141 STRINGER PLATE 1/4" X 10" (UNG.) TYP. TYP, BOT STEEL ANGLE TYP. 14GA. BENT STL. PANS (STANDARD) BOT ENDS g1,• 2 1/2' „ " (SIZE VARIES) (GONG BY OTHERS) TYP. ENCS 3/16" Z 1/2" � 3/'46 2 • 12 STEEL ANGLE OF ANGLE L VARIES 91M. ENDTS 3/16•x/2" 3/16" 2"• 12" (SIZE VARIES) ANGLE � ESDI / ••.,` ANIOCsFLE L vARIES w --�\ - - 3/I6° "• IZ" !BETWEEN STRINGERS � � 3/16" 2"012N WITH (2)5/8'0 A325 BOLTS / _ \ FOR STRINGER PLATE • TYP' 1/4" X 10" (ONO.) !APPROVAL STRUCTURAL BOTHSTRINGER PLATE SIM. STEEL BEAM STRUCTUAL 3/Ib" 2 I/1" OF B 1/4" X 10" (UNO.I L VARIES (SIZE VARIES) STEEL BEAM STRUCTURAL eOl ANGLE BETWEEN STRINGERS STEEL BEAM (SIZE VARIES) WITH l2) 5/8"0 . 325 (SIZE VARIES) L VARIES - -- - - - STRINGER PLATE L VARIES BOLTS BETWEEN STRINGERS PACIFIC STAIR CD,- STANDARD STAIR SYSTEM 1/4' X Im" (UMO.1 BETWEEN STRINGERS WITH (2) 5/8"0 4325 STRUCTURAL THESE DRAWINGS REFLECT PACIFIC STAIR COMPANY STANDARD WITH (2)5/8"0 A325 BOLTS STEEL BEAM DROP-IN STAIR SYSTEMS, THEY DO NOT NECESSARILY PORTRAY TYP. 14GA BENT STL. PANS (STANDARD) BOLTS (SIZE VARIES) THE ARCHITECTURAL PLANS 6 SPECIFICATIONS. HOWEVER, (CONIC. BY OTHERS) ALL ENGINEERING DATA AND BUILDING CODES ARE INCORPORATED INTO THE STAIR SYSTEM CF_SIGN. PACIFIC STAIR C0.—STANDARD RAIL SYS SEM STAIR TOP CONNECTION TO STAIR BOTTOM CONNECTION TO STAIR TOP CONNECTION TU STAIR BOTTOM CONNECTION TO IN ORDER TO KEEP THE HIGH COST D FIELD LABOR TO A STRUCTURAL DECK EDGE WITH STRUCTURAL DECK EDGE WITH STRUCTURAL DECK EDGE WITH STRUCTURAL DECK EDGE WITH MINIMUM, PACIFIC STAIR COMPANY BENDS ALL PIPE RAIL RADIUSES EXTENDED TREAD (STANDARD) _ _ EXTENDED TREAD (STANDARD) HUNCHED STRINGER HUNCHED STRINGER WITH STATE of THE ART COMPUTER DRIVEN HYDRAULIC EUU1PT. -� -- - ALTHOUGH THE CLOSEST POSSIBLE TOLERANCES ARE MAIN- TYPEr WCsA. PAN TREADS TYPE: 14GA PAN TREADS TYPE= 14GA. PAN TREADS TYPE= 14GA PAN TREADS TAINED CONSTRAINTS SUCH AS INCONSISTANT MATERIAL GRADES, PACIFIC STAIR CO./w9■ �C�4L.E `—'—'— PACIFIC STAIR COJN■E: PACIFIC STAIR CO./Wet, — PACIFIC STAIR CO✓w■p. HARDNESS, MECHANICAL SPRINGBACK, AND ROTATION FORCES, MAT 9.90 UAIR NAY HE _ NONE SCALE= '- ee90 STAIR WAY NE NONE °•GALE: NONE SCALE: NONE SAM CROON 97305 _ 9990 STAIR WAY NE _ 9900 STAR WAY HE -_ RESULT IN SOME SLIGHT FIELD MODIFICATION BEING REQUIRE U. DRAWINGS NO. 5142 SALF]l, OR[OON 97JO5 SALEM, OREGON 97309 SAIEM, OREGON 97-305 _ _ DRAWING NO. Si43 DRAWING NO. St44 DRAWING NO. 8145 - -� IF PACIFIC STAIR COMPANY STANDARD RAIL BENDING AND CONNECTIONS ARE NOT PREFERRED, ARRANGEMENTS WILL BE MADE TO SHIP LOOSE ENDS SEPARATE FOR FIELD ALIGNMENT AND W s�. FINISHING. I0PLEASE CHECK BOX AND SIGN BELOW FOR. SEPARATE LOOSE ENDS. .�L W.IDEM uMru. _ x� Project: 1U,45HINGTON 5aIJARE T IGARD, OREGON UXOr =UNLESS NOTEL OTHERWISE COe' NONE u' Omer: °wn bON D Date: 3,1/05 H40LUARD 5 WRIG�4T Revision: Description: STAIR CONNECTION DETAILS J ( � , PACIFIC STAIR CO./ wnE Drowing no: 8690 STAIR WAY NE CJ1 I_CJp I SALEM, OREGON 97305 1111"411 fil am 0*4~AV*WWW. .. -.. ., - . .., - .,. .•......:r.w.;.,,........ .w.w....r...,a.,:..r"."MrN: ,"w .. ....,. z 4„•"•..era, .. L1(iTDILIil1'Y BTRtP CIT( "'IiI'II IIIIIIIII IInIn i IIIIIIIII 111111111 IIIIIIIII IIIIIIIII III VIII Illllilll uulun u111►III nlllnli nnlUll Il !III U I+ I !III Ullllnl I fru II ( 1 t Ilullnl Illlllut nitlnl! tullinl IUIlu1l WWII((( n'illnli unIIIII nujiill iii'iliili unlnu %41O w�.I ew ( >� 1 I 1 Ido 1 I I�6 1� Ila is I� Iio o �I 2�2 zea �4 z�s 2�e 2�7 z�s 2�9 ado 4 0 ,4 NTMI iM' , . t? ,I � w d . r a 111 l.. 4 .r-�-.3_ ..._......�r._um.�:ruL._ .ici.-u.slnes._wh..._...- ....,... ..... .- ....,.- ... _. ... -.. _,. YIt.AL1"r.r.uc...ivar,-..tif..>v.:AY:...,,,._,...w..ae,....1IiG.wai.,.u,. .au.r.�.6.....:,uu,uw'1.e�.,.,3i�, .a;us...r,...,,_...,... ,- .s..._ .,:,._,......1;s.,w.i—. r3lk�tcr�u�,•n.Y'�YYuuaw.�t iY►_x..—__.W�._av-,.�,,ev:r- :,....1,7Nir :— �,.L'u."L•'�Y'w'.i11�iti`iN'.ai�i�siArssa'`a"a"rr. �.' ._ ., _.., .,.__....._....,-. - LOW- I I/4"OtD. PIPE WITH 3" CENTER RAC). BEt4pb I I/4"STD. PIPE WITH 3" CENTER RAO. MENDS T_.___ ____-__.__-,--_-_-_.-_._._.---------------____-_-_ --_.___---_----_--___.----------.-- _.._--.--- ---.__.__-- ------ ------------ .__.___.--------____-___ --__-.-_-- -----------_---- _ _ Ila' / , TOP AND BOTTOM BAR MATERIAL Ib 8111.LINE -ALL RAIL MATERIAL IS 1-1/4"0 PIPE SIM' ALL R41L MATERIAL IS 1-1/4"0 PIPE SIM. 11/4"STD. 0 PIPE WITH 3" CENTER RAC BEND5 -- � - - I OP A PIPE WITH 3BAR M TERJ MIN j WALL / TOP OF i�4ANDRAIL I TOP OF N<,NDRAIL WITH 3" CENTERLINE RADIUS BENDS. (�t46 6� SPAaCE B�IWj I ` •>LL PIC:KEf8 ARE 1/2'5a BARS If 3'-2" A 0VE � 3'-2" ABovE RADIUS BENDS TSP SPLICES � ll�� WITH 3' CENTERLII)E RADIUS BENDS ��r B O NERa TREAD NOSING TREAD NOSING FIELD WELD AND T'IP SPL It,ES / TYP. SPLICES J 1U' A. FIELD FIT AND INE FIELD FIT AND INE GROUND SMOOTH FIELD WE,.D AND FIELD WELD AND SIS 3/9"0 SPLICE TO RAIL -__ SPLICE TO RAIL�`, t MIN. GROUP SMOOTH GRUUNC) SMOOTH 4 L \ WEDGE END 61M END SIM. / MIN. 10 /� / V 10" 1 \ G1 PBCARD ANCHOR 0'-I�" y 1-" TYP 4"MAX 0' 1 '�- 1' E T'r"P 4"MAX. \ 1 I-- / j 10� ♦ SP.aCING _ E�lD i./ SPACING METAL STUD UN. . U.N.O. I / " I r / TYPE 1-1,4 - I i IE STRINGER - ' !E STRIN(aER 3 -1 -1,/ I 6 LE H Tore SHOIW �� = S-40U�N -- / PIPE CENTER -- l PIPE CENTER c TOP OF .IANDFA�L 3 I/!" MAX. BRACKET i� I w�NvltAl " " /!%/� ` l- - I$ \ Y-2" �� 3 3'•2" TRI=AD NUSINGS - _IN LINE WITW IN LINE WITH �``\ 3 -6!! \. �p 3 2 ABOVE �� TREAD NOSE 3'-2" \ TREAD N061NG �/i TREAD NOSE \ REAL NOSE L� �'� TREAD NOSE `� \ �� LINE { IL \ RE D \ ( \\ '•�j I TREAD // G / _� --_ �. - _ , _ ` - - \ 1 w•e rltrt�w-oar �� '' - - - -- - G - - � ,- - j1Wa57 RN �� / pt4b R�5 � PIPE CENTER --- � \. —�1 / 1READ J - C�� TREAD _' -- � RDI �Rp� IN LINE WITH TYP. 4"MAX. % •�+►' �- - -- - - / TREAD NO51NGS \ FINIS" SLAB OR SPC ING / NOSING NOSING I TREAD �- _ __ � � LANDING SI.RFA,.,E / ' 7:1 VAI W " ELEyATIGN V W ,ENDM.vc. 4" 4'T1AX SPAC NG \ -�- 2 FROM 1/6 vIEW E FROM i,s 2/ATION OPEN SPACES END VIEW VIEW_ U1�10. TREAD NOSE -- / OF PLATE OF PLATE END VIEW UN.O. ELEV. VIEW ---- 4"MAS. SPACING - AND D NOSE - U.N.O. END VIEW ELEV. VIEW OF PIPE. I/° ELEV. ER as __ / /4 FINISH SLAB OR FINIS SLAB OR --_-- 1 I// �I LANDING SURFACE LANDING SURFACE —� Rl41L RETURN 6 EVEN END RISERS RAIL RETURN vp EXTENDED BOTTOM RAIL RETURN tv EXPENDED TOP TREAD STAIR RAIL_ END ® TOP OF 5"4IR WALL MCUNTED © PIPE NAN_DRAIL3 STAIR RAIL END DETAIL (STANDARD) STAIR RAIL END DETAIL l3 F� r;: len) (STANDARD) TREAD (STANDARD) (STANDARD) (STANDARD) TANDARD WALL RAIL DETAILS - -- ---- - TYPE: A ._-- --_ 1"r PE: - - C---- ------ ----- TYPE: --- E ----- -- - -- -- PACIFIC STAIR CUJW■1. `- -"-- Y PACIFIC STAIR COJN■r•. -__ ---__- ® PACIFIC S'1-AIR CUJN■� =i---4'_--- 1'ACII !C STAIR CUJN■e - - --- PACIFIC STAIR COJw■c --W-" PACIFIC SPAIR CO.Aim. -- - --"— PACIFIC STAIR CUJ �n y-------- SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE — SCALE: NONE --- SCALE: -- ' 1890 STAIR WAY NE 0890 STAIR MAY NE 5590 STAIR WAY NE 069J STAIR NAY NE 6390 STAIR WAY NE 8890 STAIR WAY NE � Oti90 STAIR WAY NE 5C•'1L G' NONE �•-�- SAIF". OIIEGON 91305 SALEM, OREGON 9;305 — SALEM. ORTGON 97305 SAU-M, OREGON 97305 _-- SALEM, OREGON 97305 = 6690 AIRCREWA 97305 E = SALEM, OREGON 97305 E — - - DRAWING NO. R400 r. ORAWING NO. R410 DRAWING NO. R411 = DRAWIW_x NO. R420 - DRA.UING NO. R421 DRAWING NO. 8422 - DR�4WINC; NO. R430 11/40eTO. 0 PIPE WITH 3" CENTER RAD. BENDS -ALL RAIL MATERIAL la 1-L'4" PIPE -.ALL (FAIL MATERIAL IS 1-1/4" A'IPE ' ALL RAIL MATERIAL IS 1 114 7 PIPE 11/4"STD. 0 PIPE WITH 3" CENTER RAD. BENDS - -- -- - H WITH 3" CENTERLINE RADIUS BENDS. WITH 3' CENTERLINE RADIUS BENDS, WITH 3" CENTERLINE RADIUS BENDS. �-CENTERLINE OF RAIL \ TYR. A"MAX. TOP OF POST IS INLINE WITH \ TOP OF WANDRAIL TYP. 4"MAX SPACING U.N.O. - T-9" MAX. CENTERS TREAD RISER P,.4TE a 3'-2" SPACING DNA. I I/4"0 PIPE Sim. 5 f RINGER TRFAC NOSING I 5'-rD" MAX — I i g- LINE I � 8 TYP. 4'MAX \ R I -2" 2'-6" MAX - - I " a PtAx CE+tERS MI SPACING TREAD \ ' I+ _1 -0 ivD1 I 3'-6" IfVROUND 15AR URO, NOSE LINE - --- - I 5 NANDOFFS TT P. - _ 4" 1 WALL TO RAIL READ -! _ ----- - -_ TREAD "CSE � I / R r - 1-1/4"0 PIPE TYP. - ELEvtiTION WELD CLIP - STD. POST / PLATE S1RIµ,ER �• � 4'1CIC,KPLATE Apt in " t Fi4s RD WELD Q /� / CLIP--T— TYP. 4" KIGKPLATE RDI v1Ew \ / -PLATE STRINGER /-�- FINIS" SLAB OR �rp VIEW � - - I LANDING SURFACE cTlorl aTQtl --PLATE STRINGERS �/ SHOWN �-- SHOWN 3;16"C 4"- TYP. 4T'IAX �� 2" PLAN � UN,O, - ANY STOP AP-L IED To DAIBLE SELF MIN. BETWEEN ' EN v W SPACING ELEV cTlorr E�ATIpv WIL �I -- C1.0"iG GATEb ULL DIST' =t 1 BEND STRINGERS TWE MNGE6. SECTICN VIEW ELEVATION -_ --_ `i-- GUARDRAIL CONNECTION * TOP OF RAIL POST WELD CLIP PLATE 5rAIR STAIR (NON STANDARD) OFFSET GUARDRAIL (STANDARD) INLINE GUARDRAIL (NOX STANDARD) _,— SINGLE GATE ---- RAIL DETAIL a STAIRS (STANDARD) GUARDRAIL/STAIR R-41L (STANDARD) STRINGER (5TANDARD) ____ ___ _ tl"PE: PICKET RAIL PACIFIC SI'AIR CUJN■■ PACIFIC STAIR CUJwse - -----� PACIFIC KI-AIR COJN.E -- PAC11'1(' STAIR CO./%ur --- -'-- PACIFIC STAIR CU,/w■c - ---- PACIF IC STAIR CO./mo - -`---- PACIFIC STAIR CUJs�■e -'-- -----"- -- - - SCALE: 140te SCALE: NONE SCALE: NONE SCALE: NOW SCALE: -- NONE-- SCALES--- NCtNE - SCALE: - NCNE ` 0890 STAMI WAY NE 0890 STAIR WAY NE — 0890 STAIR WAY NE 8690 STAR WAY NE 6390 STAIR WAY NE 8890 STAIR WAY t!F NS90 STAIR WAY NE --- SAM. OREOON 97305 = SALEM, OREO(MI 9;305 I == SALEM. OREGON 97XA- _= SALEM, UREGUN 9/305 — -- SALEM, OREGON 97305 -- SALEM, CREGC�I 9)305 — —== SALEM, OREGON 97105 `= DRAWING NO. R431 — DRAWING NO. 8440 -- DRAWING NO. RA41 DRAWING NO. R443 = DRAWING NO. R450 DRAWING NO. R451 - DRAWING NO. R452 - ALL FAIL "1ATERIAL IS 1 1/4 7 Pin WITH 3 CENTERLINE RADIUS BEND5. PLATE STRINGER 6WO N - _ _ 3116" 4" -� TYP. TYP. 5" PLAN ' `� 11/4"¢1 PIPE (1166"0D (1.660 ODJ -� _ Y-13/4• V_ / i/1- 1R- IOG4 1/4'x4" ___ �vr_ is In ON WELD PL. 4- BENT -- G"AINEL ---6TL. - PLATE �- E►.EV. 1 3/4" SECT, 1 il12x2i/2xw- PLATE STRINGER bHOWN ANY STOP ArpLIED X DOUBLE SELF CI-089rb"TEO WILL DISTORT 1 WPO ne WINIM . RAIL POST WELD CLIP TO CHANNEL. FOR RAIL POST WELD CLIP (STANDARD) STRINGERS DOUBLE GATE PACIFIC STAIR COJw99 SGALE� "-"--- � PACIFIC STAIR CO./w9� `------ -- PACIFIC NI-AIR CO./wee -"— -- APPROVAL CDs 5990 STAt# WAY NI NOSE 0990 SIAM WAY NE SCALE_ N_— 0690 STAIR WAY NE SCALE: _—�NONE SA1FM. dR0011 97305 SALEM. ORWA V30S ' SAt_EM. OQCGON 97305 -- -- ORAWING NO. 8453 - _- DRAWING NO R454 - DRAWING NO._- R461 U. N. O. =UNLESS NOTED OTHERWISE Project: WASHINGTON 6=4RE F•L::.'tu�E T IG,ARD, OREGON j �CUIE: UsOR1ef: 10rown ) SPE T7Y me bON D. / Date: 4/Bi05 NOUJARD S I,URIGNT Revision • / f o C N�ti Q9Cflp OR: HANDRAIL DETAILS �� G TPI 1 i 04 PACIFIC STAIR CO./ wRE Urowing no: 46 8690 ;TAIR WAY NE SALEM, ORECON 97305 5�1-RDI `i,.. ., .. w..-, ..r -... -.......-.-..rc _...._....-._..-__..-.. -._ w_.-- • __--_._—_. _..—....w ._._...-._.-...__..-.... _ ,.. ..-. ., -....__-.._..-1 � .. • a::.a4e:'..:�,:-.;.-tw.�ly�f'nl"ly AT qDh '..!V!I«. '0" li III! 1111 Itll (III (III (III (III (III 1111 Ilt 1111 111 III (III III (III II171(III III "°"'*' Cm ( I I I ( ( I I II I I 1 I 1 III1�1 I�`I lul 111 II I I.II 11 11 11 I ulllun l ulu 1 I II (I I I I,11 II u1 Inllu 11 Illluuf11u11ui II1IInu IIIIIInIlnnlunlllnlnnlnl�lulllnllllull p Low•-1 cw 1 11 1�! 17 14 10 17 E• Ir >[t 22 23 >l�4 �d 2e 27 2e 2v ao !y 4 ikj '1•��• MfN1 Oi q. 40 , .�—ILd'--L. 1L,._, _ .—.JLar'u.yl ,_ _..i1.'r[i.. }Y .- Y.YWW i- .a ••..., s l .- a •.a... a_n._a.c..- k 4` P� a � � µ , !,Q SEE DECK MANUFACTURER FOR DECK HANDLING AND V� ERECTING RECOMENDATIONS p x- SEG. 1 SEG. 3 v - el �J�� CC: RED CC: GREEN __L1_ p4 O` SEE DWG D3 oat tice'd ---- 1.95 0 9. 8. �• 6•� cT�+ 5 4• 3. Ach. MAY 09 1005! 37'-6" 30'-0" — 30'-0" - --- ----30 -0"— _ 30�-0" 30'-0" 29'-5y' t'...1 77,Ax ItYIYfM� conpYl,w,;ri Nb ^jlGd"i 7i 2" 2r,t :IMS y'r,p�stail fr•aAlu rcc s tAt FF -- D4 22-cc2 I 110 D4 HNAn" Y,r,'. ` G �irC110N m m � ^� D3 1 0 13'- 10 [B16 7 I i "' _ - FIELD CUT co - _ GG I - - - - _ - - - - -- -- - - - -- - - -- - - . - - - - - - - - CN C — -cc2 - - - - - - I �- - - — c� oo I 8_- [85] D 7 0, I 20'-4" o m !� i 21 r- [B3] [B4] — -- -- --- — - I- - _ o ,- I I I - I I I N � co co coAGO O D8 - - _ _ 2-CC2 0 CC2 o o I CO o I ( I 1 0 20'-6 [8161 1 1 I I I I FIELD CUT - - - - - - - - - - - - - - - - --- - - - - - - - -- - - - -- I I- - - STAIR DECK 41 t d 0'-0 t5 20�- 15 ® 20'-0 °° �' m m m m m I I ELEV 37-9 [86] [ 7] [eS] 8 o 20'-D -- I [89] i i 6 020,-o I i o 0 7 0 27'-6 0 0 0 co t0 [B9] N N o o [B1C] 0 0 0 l l 6'-0" 6" `c, •_11 t5 0 29'- tt 15 21 15 0 29'- tt I 811; B 2, 813] 8 0 29'- 11 7 t9'- t 1 X 3 0 19'- t 1 -- -_ - - [ [ [ [B [8141 [8151 --- — .; - I 0 24'-6 [eta `o I FIELD CUT j D1 I D2 D2 I NI I D10"I D2 I D2 02 D2 D2 I r STAIR DECK NOW / I I TYPICAL ELEV 27-6 DKK ---- ------ -- o i'-5" I ---- - - ------- 22--CC2 __ _ ---------__---�-- — D4 7'-6" 30'-0" 8 SPA. 0 7'-6 = 60'-0" �'`)I-R GrotiC.,- F" •• ERECTOR NOTE: _ — ��,:v:EWED START 1ST FULL SHEET HERE ERECTOR NOTE! 13RiVI[WED-AoomonAt Ipu�Mr . FIELD CUT DECK AND PLACE GF6's AS 0FURNI FURNISH o.b,d.D„weawaw.+.rlww ro REQ'D IN FIELD TO CREATE LOW HAT AT �4++Ka�,.a.. - W t 2x'4's WITH STUDS. (TYPICAL) FLOOR DECK LAYOUT-AREA B °�"��,��'°"�" °"�° ItiuwMAY r�wl.tt�.uo.Mtr� SCALE: 1/8" = 1'-0 SEQ. 1 ��i'ro• :i .:.wl: 411, o) 0 11 I o� COLORCODE: RED / �m ^?! fm �oww – nk r -— k nib br.�m ra I I •— ALL DECK TO BE VERCO W2 FORMLOCK, 18 GA. GALV. G60 G: . �III*low „, ,� .wEl,b aun,i r"wo.I with 60 d d I' DATT i 0 24'-6 1816j `D 101 t ® 24'-6 [B'6J t ® 24'-6 [816] FULL FULL 1" 1'-"1 FULL 2'-614 FULL 1" FIELD CUT FIELD CUT � — FIELD CUT SHEET �SHEET SHEET� SHEET 4. BENT PLATE I �- BENT eLATE BENT PLATE } N.B.Y. I N.B.Y. N.B.Y. I ERECTOR NOTE! STAIR DECK STAIR DECK STAIR DECK CUT DECK LIN FIELD HERE. I 1 CUT DECK IN FIELD HERE. I! CC2-CELL CLOSURE COMPOSITE DECK IS FURNISHED WTH SOME 20 GA. x 10'-0 ALLOWANCE FOR WDTH ADJUSTMENT. CARE SHOULD BE ELEV -6-0 —` ELEV 0-0 - ELEV 9-2 -- USED TO INSURE THAT THE SIDEIAPS ARE STRAIGHT AND City nf Tigard _ - - - THAT THE DESIRED SHEET COVER/,GE (36") IS MAINTAINED APT ived Plans 6" GIRDER FILLER DECK NOTES: By;?/ Date ��.!:';� x 1 o'-o (MK cFs J�� ( ) TYPE: VERCO W2 FORMLOK, 18 GA., GALV. G60. SECTION "D1-"__ SECTION "D2" _SECTION 703" SECTION "D4" PROPER Ij S: I = .555 (IN4), +S - 510 (h.�), -S = .511 (IN3) F"INAL ATTA HM NT: " PLANS- -_ a. 3/4*0 x a LONG AUTOMATIC WELD:D HEADED STUDS 0 12" O.C. FOR CONSTRUCTION AND FIELD USE b. Ai ENDS - 4 - STUDS PE:R Surd c AT LAPS - 4 - STUDS PER SHEET DATE ISSCIL'D__112_5Lo�_— d. AT INTERMEDIATE SUPPORTS -- 4 - STUDS PER SHEET STEEL DECK e 6" C/C TO STEEL PARALLEL TO FLUTES INSTIT-_'TE � �^ f. AT OPENING EDGES- SEE NOTES 'd" d; "e" _ g. SIDE-SEAMS-1/4" 0 BUTTON PUNCH 0 24' O.0 2'-11 FULL 2'-3� FULL i. _ _ �i 2/25/03 SD FOR FIN.' $ 1' FULL °HEET • , 12/22/04 SD FOR APPROVALS BENT PLATE SHEET BENT PLATE ---_— SHEET BENT PLATE _ _._._.__ BENT PLATE � N.B.V. A REV. DATE lav UESCRIPTEON _ h.B.V. N.B^V. N.B.V. CUT DECK IN FIELD HERE. I CUT DECK IN FIELD HERE. - - --- -'--- ------ -- -- II \ I I CC2-CELL CLOSURE 3/4"0 x 4" LONG - _ 36__ _`- ,1 DATE T FOR -� 10 GA. x ,D'-D / STPD, ,�,?z,a �At yw� STEEL ENCOUNTERS 2 '� / _!` I�_.. /r�'� __. WELDING DIA RA f p _�-`��_ _. ,Q4/11/25ffY! INALS ♦ c rL ,' ~ � - - - - --- - - h� 525 EAST 300 SOUTH SALT LAKE CIT'r FELD CUT DECK AS REQUIRED _- /rs` PHONE (801) 322-4701 UTAH `341'02 � (INCL-LADING OPENINGS AND ALL -----,--------- 9 GIRDER FILLER 6 GIRDER FILLER DRAWN SY DATf – CHECKED by DAtE x10'-0 (MK'D GF9 x10'-0 MK'D GF6 BEVEL AND LONGITUDE CUTS w2 FORMiOCK=149.45 SOS. - - DAN 12/s/0a JIM T t2/H/o4 — 1__.__ ��__._ - ) ( ) ATN EX�EN,��TQQL K MF PCS 225 _ _ _.._ "`-'�-'"' D=SCRIPIION FLUOR DECK LAYOUT: AREA 6 �I 709" SECTION "D1 O" [Bf1 INDICATES BUNDLE NO AND APPROX. LOCATION - - - Boa WASHINGTON SQUARE MALL - AREA B OF BUNDLE 504078 LOCATION TICARD, OR. INDICATES STARTING POINT OF DECK ARcHnEcr - DLR GROUP -^ _ - N B V=NOT By VERCO - - — _Coff - --- -�— C•USTUMfR � (� rV 7 FELE NUMBER JOB NUMAE�( DR'*NG NU 9ER RE o M + (' SPECIFICATION SECTION : 05310 seo -o4-L)7�8� ! n 1 «. a"r uµ..,�wMrF,�;'.,.y.r ,• .►NIMypea rw LZ01B=Y FYraTP`"`, f C mo E I Lill ISII IIU ILII Till Ili!"IIN II III 1111 II11 Ili ILII IIPI ILII illl�llli Il�t 1 II 1 II ',I.�IIII i II 1 II 111 I 111 1111 ILII 111 III Iii III 111 1111 ILII Iglu i 1111 II11 II 1111 ILII 1 1 �. II I I I I I I I II I l t li 1111 � ' � ' t ' � 1 � 1 I � I � i � I � I , I h , I � I � , i::., , .. 10 I1 1: I 1� I le 17 Is Io 21 22 23 . IS a 27 Ze me 30 ' I • r ... ®I a, .� HONI • Loa <1t 1,1141, 1 O>d 5 i mwWa�. '.:._. ,_�_._.�—. ,�,;iii,..._� -- — - - -_ -- - --_......u� - .._..�,....._...._.._ _...r._. _._-.,.._..-__._.._ .- ___..._._ � ... __ -. -`_,..d... ,.._. ....�.. r.. __- ..._. _-..._........_au..,.,.� -- - -�..rr...m.:..i..,....._ -- - - .._.._...,..�_-__,...__�..,_._.._'•-_.-_._ ..-..,._..�.._._.,_.,.___....�._.._..nx.� - x,. i t 1. ,.-}a.' .•..k-" y r • .r�r F,. ' 9. - - - _ SEE DECK MANUFACTURER FOR DECK HANDLING AND _T 12 SPA, 7'-6 = 90'-0• ERECTING RECOMENDATIONS _ ERECTOR NOTE!' +° s 101-01 FIELD CUT DECK AND PLACE GF6's AS 4.4 WI2DIN 4e MLDTO SIUDS(r(pck HAT At OS 17-CC2 --- R �z I I �I �I III II I CD4 � W I I 1 cvl N I I } 1 I 17 21 , OD I I a4 0 I I I r1e�{ I 15 17 -10 I tA17'- 1 _ 21017'- 10 - -- - - j o I [B 411 [813A] [ 12AI 1 OD i I I D, o a a^I a^ I I 0 0 0 I L p C) I p pip �I I 6 ® 3 '-0 17 ® 30 - 14 N N N 17 M [B8A] 86A] DS CC2 184A] [67A] ^i I , I�- - - - - - - - F - - - - - - - -- - - - -I - - - - - - - - - - - -- - - - - - D3 I - - - - - - -- - - - -- - - - - - - - - II - - - - - !' o I I 18'-o' 12'-0' (),-0- I I OQQ - - - m m m I I _ — I C � ? - - - 0 1 t I 07 °° D5 1 `;'I I I ' I o° 0a co 22'-2* i C3 B4A I D8 I , I � ( - - - I - - - - - - � 11'-9 CC2 _ _ -. - ._ - - - -- --- - - - - - .- - - - I I In ( D .�c'' y,_ 11 � 1 ® - 11 I 14'_64-_ - - - - t 7 _?__- o j 1 ,- t _ [84A] [a31] [B2 ( p 17 B1A3 ! 1 B4A es 7 -- - - - - - - -- - - - - - - - - - - - D2 �I I ,I D3 .I I I� D3 �I mi D3 �I 4 g'_ 0 m m m .;K„I '0I D3 �I I I I I I I 'SI I II I 2A o � ^ I C� I I I I I I I I D1 USI NI NI NI D3 !- r7 ., I `"I NI I NI ( I I I I I I I TYPICAL I Ir I NI ^1 I i I I I I I I ! 18-cc2 23 SPA. C 7''-6 17?'-6' I ERECTORi! FIELD CUT DECK AND PLACE GF6's AS - 2 9'—S�' REO•D IN FELD TO CREATE LOW HAT AT 30'-0 4--- 3. — 30 -O 30 -0' - 30 -0` - 3U'-0 - W1204's WITH STUDS. TYPICAL 3. i , i 3. SEQ I SEQ 3 CC. RED CC. GREEN SEE l� D4 FLOOR DECK LAYOUT-AREA _ B SCALE: 3/32" = 1'-0 SEQ. i COLORCODE: RED ALL DECK TO BE VERCO W2 EORMLOCK, 18 GA. GAILY. G60 ERECTOR NOTE! COMPOSITE DECK IS FURNISHED WITH SOME ALLOWANCE FOR WIDTH ADJUSTMENT. CARE SHOULD 9E USED TO INSURE THAT THE SIDELAPS ARE STRAIGHT AND THAT THE DESIRED SHEET COVERAGE (36') IS MAINTAINED. FULL FULL i' SHEET .41111 FULL 1" 2'-11 FULL2'-614 FULL DECK NOTES: BENT PLATE -- SHEET TBENT PLATE SHEET SHEET BENT PLATE SHEET TYP R' w F RM K 1 A _� VE CO 1 0 LO , 8 G ., I,AIV. GGO N.B.V. CUT DECK IN FIELD HERE. N.B.V. � � N.B.V. PROPERTIES: I = .555 (IN4 +S = .510 (IN3), -S = .511 (IN3) 14"INAL P � I / I I 1 CUT DECK IN FIELD HERE. )' A T TACHMEN L -_,-_—_ - a, 3/4"0 x 4' LUNG AUTOMATIC WELDED HEADED SILIDS 0 12" O.C. • r �_���► _�"� � /-" !- �"-Z��`�__ b. Al ENDS - 4 - STUDS PER SHEET FOR CONSTRUCTION AND FIELD USE c. AT LAPS - 4 - STUDS PER SHEET DATE ISSUED_ 2L2*Q __ d. AT INTERMEDIATE SUPPORTS - 4 - STUDS PER SHEET F"\ 6* GIRDER FILLER e. 6' C/C TO STEEL PARALLEL 10 FLUTES STEEL DECK i x10'-0 (MK'D GF6) f. AT OPENING EDGES- SEE NOTES 'd' do "e" INSTITUTE 0 SECTION �1" _5E.�I14�_D2CIION D3 - q. SIDE-$FANS-1/4" SUTTON pUNr,N o 24" O.0 , - -- I SECTION "D4" � 2/ss/os sD FOR Fltw►L.s - - • . • A _12/22/04 SD FOR APPROVALS REV. 11AT[ FTY — ^— —.DESCRtP,ION FULL 1" 2'-11 FULL 3/4"0 x 4" LC�IG 36' _ _ r SHEET - - SHEET - STUDS - -- ---- 4/1 12/11`04 APPROVAL STEEL E N C U N T�,K BENT PLATE BENT PLATE BENT PLATE BENT PLATE W GRAM �DINC DIA,, 4 t 2/2s/o� FINALS 1�i�� c N.B.V. N.B.V. N.B.Y. 1 N.B.V. W2 FORMLOCK= 163.6 SOS / yj 525 EAST 3UCi SOUTH -SAL.1 LAKE CIF CC?-CELL CLOSL41E 1 CC2-CELL CLOSURE I I FELD CUT DECK AS REQUIRED PCS=237 ' PHONE (801) 322-4701 UTAH 84102 20 GA. r 10�-0 i 20 CA. x 10'-0 ( (INCLUDING OPENINGS AND ALL - ___ DRAWN ITv DATF �rNECKED BY DATE _ _ BEVEL AND LONGITUDE CUTS DAN 12/11/D4 -- JIM T12/TD/04- • rLALK `�t �"� '� '! f.XSP�N j� DECK MFS f , I ---- DESCRIPTION FLOOR DECK LAYOUT: AREA 8 i (B/j INDICATES BUNDLE N0, AND APPROX. LOCATION --- r SO4078 - roA WASHINGTON SQUARE MALL -' AREA B_ OF BUNDLE LOCATION - TIGA.RD, OR. tfM= '' • • w w w " w w INDICATES STARTIW; POINT SECTION DS TION D6 TI _���TI N__Q$__ SCK HIr T DLRGROUP w SEC _ SEC aN D1 ARC Fc Dl G OUP . - N.B.V.=NOT BY �1:RC0 CIUSTOMER b7 ;rlc+N1 . FILE NUMBER JOB NUMeFR oRA�IfVC NUMp R REV N SPECIFICATION SECTION : 05310 U2 1 J .. :roc•Wy?:':;. ,,.fr> 3.,• ,>t .', _ ,MANZ- - . ..-w."""nww• ..^ .. ..,.,-w x. .,.':..:,,_„weRaOrp'M.+++W++Mu.AI'A.*.Iww,r' Y".M'. ' MIAM••W "`v III IH1�IN1 LI!!'llii U i(ii!I llif'llll 1111 It" 11111 1111 ILII 1111 111 II11 Til II I II"�l' `L LIII ILII 1111 1111 ► 11 1111 LIII II11 mill 1111 IN I tl I.ILI ILII 111 II II11 III 1111 III ILII 1111L1 11 1111 UII 1111 ILII Till fill UII i 1 I I II Ilii LIII ILII " MII,rrn e�rxtt cm I I I '� ( � I I� 1 4� I l I I �0 I I ' I I L I I I I I I I I ( I I i I I I I c L.`+ IO. .,e. I 11 I>� f� 14 i 1d I� Io 1O I�r 29 24 >1Fs i%9 0 20 30 :. ..., -, .ti .. - t✓r._'.-',. .r-, .. ''e:» ! d.',ti n:.—,_'n*,-. ;. .i+4. ':..-.- _ ., .: ...—A i L�.eiil6a4.__. .•iu 3.'m-'ht4c1�1fYL r .. ..J1r.....,.t..L.w -:wL._- .,r..-.__......,. r_,a►......... ,_.:, .—„ u.., .�a..,,,r....rL.. „ _ ,ate .ae t.,.i..:W.- u..,:_..,,.A...r_.s.»n...,aul,u. '6NiWtinswC1+YL. .:w:,., ..WY'.,,.i...,_....ss.-_.:a.t..v._,.. .,..L>lia,wWi ...—....r.Ml__: wrap.:_'..'.;. u.l...a'...._w+nu9.....,e:.e.•f.�htY. ,,. _ •..,:>sti..alPat.....,..i.YL..i..:'Tu„r..w.-y..i...,....:a.t;:,:,.rs.itnll•...,.a,ah..Muh..�Nc..1�WY 11Yh.e-.;u-'—.—;.1�'.,A,_,Jf.i,am..;.duMseJrue.'1.JFP,�.:.i.�.�i'IeL:L�1:.vu �.L e. ,. _ - - 1 ,,. T. SEE , y .rK` 'x a 4r i SEE DECK MANUFACTURER FOR DECK HANDLING AND ERECTING RECOMENDATIONS SEQ. 1 SEQ. 3 CC: RED CC: GREEN a SEE DWG 0! 3. �3. � 30'-0' _ 43'-0' 30'-0' 30'-0' - 30'-0' 30'-01 39'_9• — - D6 6-CC2 _ -- I D6 I I 17-CC2 FF�I --� C m m as cz m ----r- -- - — I14 ON a� I 14 858 '- t I va> rn _ - - - -- - -- [B68� - I - ---i `878] - - - I - - -- - ._ _ - _ - - - -- - - - I GG 2-CC1 D6 - o D5 I I o I o I i [BIB] I I I 1 20'-4' I W 00 I _ o I 00 2-CC2_ 03 I I I 14 �I I I 2 0 20 -0 I I � [B88] I I I � I M I I — I - 0 0' 0 0 cM ' 1a0 I I I I B B] , I j I I I ao 00 0o Q I I m m pn m n en m ,•'d"f .mow., I m m (m m m I O m m m m m m m m m imlm m r\ CO ,u I �'i-m m CO m m � � �, � � � < � < � M p') M 4n : I .- N I I N N M M M Ih .� I a m m � m � m m m mIm .n ;n !' 17 0 9'- 11 I 1 ® -11 ^ I I u �. N N N N N N N N N h N I ._ � [B 1181 I [8128] I I ca I co � � � w +D 4 n I 1838]-- r B49] �' cg+v Ib oo � r` � � _ I ,o► ! �I I sol I �I I I 1 D2 . I .jI -CC2 p� D8 I �' iI D2 03 I D2 I N I `� D2 i I `.,! I — • D10 I i D10 j i D1 , � D107 i D10 D2 ' 1 s-cc2 D6 I 9-CC2 D6 a v , o �3 SP. @ 7'-6 = 22'-6' ERECTOR NOTE! 8 SPA. @ 7'-6 = 60'-0' I I+ 69'-9' n -'r- FIELD CUT DECK AND PUCE GF6's AS I FIELD CUT DECK AND PUCE CF6's AS11 7K REII IN FIELD TO CREATE LOW HAT AT III IN FIFLD TO CREATE LOW HA' AT W121114's WITH STUDS. (TYPICAL) I I12.14's WITH STUDS. (TYPICAL) _ FLOOR K LAYOUT-AREA B � SCALE: 3/32" = 1'-0 SEQ. 3 COLORCODE': GREEN ALL DECK TO BE VERCO W2 FORMLOCK, 18 GA. GALV. G60 FULL SHEET ! -FULL w i " 1 w SHEET 2�"11 I FULL FULL 1 2'-11 FULL 10" 2'-2 FULL BENT PLATE I SHEET SHEET I - I BENT PLATE SHEET SHEET N.B.Y. I N.B.V. 1 I I I I I ERECTOR NOTE! COMPOSITE DECK IS FURNISHED WITH SOME ALLOWANCE FOR WIDTH ADJUSTMENt. CARE SHOULD BE USED TO INSURE THAT THE SIDELAPS ARE STRAIGHT AND THAT THE DESIRED Sl COVERAGE (36") IS MAINTAINED. I DECK NOTES: » » » » » » TYPE: VERCO W2 FORMLOK, 18 GA., GALV. G60. SECTION_�i _ SECTION_02_ ECTION D3 SECTION D4 PR RTl I = .555 (IN4), +S = .510 (IN3), -S = .511 (Il z ATTACHM WT 2'-4 FULL FULL 1. 1• a. 374 0 x 4" LONG AUTOMATIC WELDED HEADED STUDS 0 12" O.C. SHEET SHEET b. AT ENDS - 4 - STUDS PER SHEET < MY PUTS BENT PLATE BENT PUTE R BENT PL,,E c AT LAPS - 4 - STUDS PER SHEET FINAL PLA NS N.B.V. I N.B.V. N.B.V. N.B.V. I I d. AT INTERMEDIATE SUPPORTS - 4 - STUDS PER SHEET 'Ax CUT DECK IN FIELD HERE. 1 CC2-CELL CLOSURE I CC2-CELL CLOSURE I CUT DECK IN FIELD HERE. -- - — �� , I e. 6" C/C TO STEEL PARALLEL TO FLUTES X20 GA. x 10 -0 20 GA. x 10-0 / I AT OPENING EDGES- SEE NOTES "d" do "e" FOR CONSTRUCTION AND FIELD USE ______- ______ ____. ______.= v- g. SIDE-SEAMS-1/4" 0 BUTTON PUNCH 0 24 O.C. 2 25 05 'L , . LlL1r'_Z __ r �- � �„�-� �- �_ DATE 1 S S C,F.D__,LL_____ FMISTEEL DECK INSTITUTE r9 3/4"0 x 4" LONG 36' I a 2/25/05 SD FDR FINALS ---r ' -- —.---___----- �— nS STUDS -- --- ,''' _aYtSrllXtr»SLY _ _��cTION D7 SECTION "W_ WELDING DIA�,RAb1 0 12/22/G4 SD FOR APPROVALS REv DATC gy DESCRIPTION FELD CUT DECK AS REQUIRED (INCLUDING OPENINGS AND ALL -f DATE -(OR �`� 1 BEVEL AND LONGITUDE CUTS 4/1 t2/22/04 APPROVALSA T E E L ENCOUNTERS AT F g 0 EXSPENSE TO DECK tom, W2 FOR,,-OCK=1488 SQS. 4/1 2,2s/os INALs y�j� 525 EAST 300 SOUTH SALT LAKE. CITE PCS,228 ' P -4 7 HONE (801) 322 01 UTAH 84102 CUT DECK IN FIELD HERE. [B�) INDICATES BUNDLE N9. AND APPROX. LOCATION -- - �_ DRAWN 9Y DAN 8/0,< c FCKEo JIM T- 12 10/04 / OF BUNDLE ______�_-�___r - - n DESCRIPTION FLOOR DECK L.AIOUT: ARE,, 8 INDICATES STARTING POINT OF DECK SO4078 -- - WASHINGTON SQUARE MALL - AREA p •':1a' roe 6" GIRDER FILLER TIGARD, OR. LOCATION x10'-0 (MK'D GF6) ARCHITECT - DLR CROUP N.B.V.=NOT 8Y ARCO - _. custoMER 0 FILE NUMBER IOU NUMBER D4AWING NUMKR RFV A S . 310S80-04-0758 I A I N SECTION � 05 of _ D3 � LEGIBnXrY mulp�� A CT11 ''Ilul;'1IuInl T un�unllulllli+ nolo I nu�I I of uI I I nt t ;I"1.iI'illljl�i'I"iiillll'`II"'iilltlllulllllullll111 IIhIUIIInIII n I ulnll,llnitllllltlliull 1uIlInII�nIInI, 1IIIII,n nIIIIIII Ilnilnl 1II tl I Ilnt I I II I Nli I Icy■.I e. I4 I 1 Id le IO �O 21 ee e3 ea a a t. I SF, 'A.,�y �'F r a,. 40 ., 4. w . _ rW.flr - - _- ,-._ —_.._-�_,_..�...:.._....._.a.,...�wr �.. - - -.�..:-..�.�..._.«_. ...-•,.._'-=.- �•�.,uir..r r. .a_.. — ..�„r„„�,ua,..,.........,_a-.. ... - .,...-.r.,.. ®..��....,.y..a.w_..�...._.. ....,_ .may a:lk�_ _— - -irk—r"LYw.Y,vl�.� iY.a.sr.aL6 (.i�ia�.� Tsai tt 4 f SEE DECK MANUFACTURER FOR DECK HANDLING AND ERECTING RECOMENDA11ONS - -- - - 1 D8------ 6--CC2 _ — D8 _ 9-CC2 _ D9 -� Arvi rD m I D 10 � I D 10�l � D 10 NI 1 � � � ^ ^ '_----__ p t1' -9__- - I - i 1`2 _ .� � _ D9 [ C] 0 0 14 t 77 -----r q 17'-9 BBC �o <o ,n Tn :r m - - - - - - _ -- CC2 618C] ] [ 77 77 _ c,, ------`" - I I [87C I � I "' '�' ,o m � �` � � m � � � m I �-'� � D4 � I n , o 0 0 0 0 0 0 0 0 0 0 , •- ' I I I I I r ) r'7 N N N N N N N N N I ' ' ' O I m � �` I i I - - - -- I _ _ _ - -- -- - - - - - - -- - - -_ _ _ -- - - - cu - - - - - - - - - - - -- I - - _ __ - - - - - - - - - - _ - _ _ - - - - - - - - - - I I 0 17' o o I 14 17 ' 1 114 17' I 14 0 17'- 10 f I o [ C) ao oD I [B18C1 i I [87C] - [BBC] I I I _ - __ -- I - - -- I� PPS Immm "D o o ( I I I u 10 5-1- CD o I o � I I I I I . I o I I I I I I N N C ,. I I I I I t 10 0 30'-0 I o o 0 14 0 30'- '�4 ® 31Y-0 I 14 ® 7 0 30'-0 4 0 29' 1 1 1 [s3C] I [sac) -- cn ---- [s1oc) I [silc) [s13c) 13c) [s12c] I D7 , i ZD oI i I i 27'-2' 11 12'-7 Ir o I I I v v v + c I 1 I I I o 0 0 c o I I I I I 1 D8 i o o I I I ! ID5 oN � l I I I i ZD 11 I - 11 140 9'- 11� II _ 1 I i nj r' ry i 1 9 " 1 I I I I 14 14 0 29'-___1 [66c) [B5C] 0 0 0 [814C] I I [615C] a g6 ) 1 7 0 29'- 11 �,, I I m a m j co , — - -- - -- - - - - -- - I - - - — �- - - -- - - - I - - - - - -- - - — I - - — — — — — — — — — — — I _� 2-CC-2 14 � I D1 — �I I I I I I I I I I I I I — I I I I I I - -� — r- - - + — , D2 �I . I o o D4 �I D2 I �� �; D2 I 6� I D1 � D2 I I �I I B®C) D7 I I I I I I I. I I D10 I D10N 10�' I D10 N 10N1 I D10N D10N D10"' I D10N; ; D10"i 010 D10 I I 04 i --- — _� I _,,, I D 0 D 0 . 1 6-CC2 --- D8 16-CC2 ^uv D8 _;n, t D9 6'_111. 1 1 SPA 7'-6 = 52'-6' I l o I I o 2 A _ _ � _ 16 SPA. @ 7'-6 = 120'-0" � _ v 4 SPA. @ 7'-6 = 30'-0" w 29'-5b'` 30'_.p• 43'-0' 30'-0' - -�--- - 30'-0' 30'-0' 30'--0" 39'-9, g'-1• -- - - \ 7. 8• 0 6. 4.9'1 4. FIELD CUT DECK AND PLACE GF6's AS REO'p IN FIELD TO CREATE LOW HAT Al 3 W12x14's WITH STUDS. TYPICAL SEQ 1 SED. 3 --CC: RED GREEN FLOOR DECK LAYOUT-AREA R =,� SEE DWG 02 I SCALE: 3/32" = 1'-0 SEO. 3 COLORCODE: GREEN � M ALL DECK TO BE VERCO W2 FORMLOCK, 18 GA. GALV. G60 FULL SHEET ERECTOR NOTE! 1'-4l� FULL FULL 1" 2'-11 FULL 1" _ FULL 1" 2 -11 COMPOSITE DECK 15 FURNISHED WITH SOME T PLATE SHEET S SHEET SHEET SHEET14 ALLOWANCE FOR WIDTH ADJUSTMENT. CARE SHOULD BE BEN L E BENT PLATE BENT PLATE USED 0 INSURE THAT THE SIDELAPS APE STRAIGHT AND N.B.V. , THAT THE DESIRED SHEET COVERAGE (36') IS MAINTAINED. CUT DECK IN FIELD HERE. I I y B•V• I N.B.V. k l Ilk, rrr�e ti ,� U:, x �._.,, n DECK NOTES VERCO W2 FORMLOK, 18 GA., GALV. G60. PRQP RTI I = .555 (IN4), +S = .510 (IN3), -S = .511 (IN3) ? ,X�E ATTR H TL " o 3/4"0 x a LONG AUTOMATIC WELDED HEADED STUDS 0 12 O.C. b. AT ENDS - 4 - STUDS PER SHEET SE.,TION D1 SEC 5ECT19N "D3" c. AT LAPS - 4 - STUDS PER SHEET S I N_Q4_ d. AT INTERMC.DIATE SUPPORTS - 4 - STUDS PER SHEET { r e. 6" C/C TO STEEL PARALLEL TO FLUTES T. AT OPENING EDGFS- SEE NOTES "d" & "e" ,9 3' FULL 2'-2 - - FULL No 10" 2'-2 __ FULL 1" 9 SIDE-SEAMS-1/4" a BUTTON PUNCH 0 24" O.0 " 1 V A L _ PLANS ;�•^ ( BENT PLATE SHEET BENT PLATE SHEET SHEET SHEET BENT PLATE FOR CONSTRUCTION �N -• TI U FIELD USE N.B.v, � N. V. � 2 25 U5 ` I CU DECK IN FIELD MIRE, I CUT DECK IN FIELD HERE, i I CC2-CELL CLOSURE DATE ISSfiED—._L_L--- 20 GA. x 10'-0 3/4"m x 4" LONG 36' I I STEEL DECK —AlSTUDS � _ INSTITUTE" -\_.�/ '.`� , v ,, ,.-� f ,:-�_ _7L1rv� � ___- 1 ?IN� IAGRAM - �I FFLD CUT DECK 4S REQUIRED ' �� ----_-- _- -_.----..----.___._---•---_--_._____._-_.. + 3' GIRDER FILLER (INCLUDING OPENINGS AND ALL Z,� 2/25/05 5D FON FINALS X10'-0 (MK'D GF3) _ 8=VEL AND LONGITUDE CUTS o 12/22/04 sD FOR APPROVALS _SECTION "D5" SECTION "Di" "D7" ATN ExXPENSE TCTC DLCK MMFG _- -- SECTION "D$"- _ — REv DATE I Br� _ OESCRIPTKNl (BMJ INDICATES BUNDLE NO. AND APPROX. LOCATION / DATE soW ,. OF BUNGLE 4/1 12/22/01 PPROVAL ,, STEEL ENCOUNTERS " W2 FORwIL�XK= 2107 SOS. 4/1 2/23/D5 F;NALS y� r��`a 525 EASI �_,,; SOUll-I SA; I LAKE: CITE BENT PLATE INDICATES STARTING POINT OF DECK PCS-293 N.B.V• I CUT DECK IN ;IELD HERE �� PHONE (801) 322--4701 _ --UTAH 84102- 1 CC2-CELL CLOSURE / j DRAWN BY CAN DATE Cmr KE ITN ! DATE - 20 GA. x 10'-0 / -- ____ 12/9 04 _ -_-�_M.__T J­_1 -/L►4 -�-^ DfSCRIPTION FLOOR DECK LAYOUT; AREA 8 -- A4078 Joe — ' WASHINGTON SQUARE MALL AREA B - 6" GIRDER FILLER x10'-9 (MI 0 GF6) _ LOCA-ION TIGARD, OR. T » " N B"=NOT V Vill - AIICHITECt DLR CROUP 1 ECTION "D9" SECTION D10 * . —�_— ------ CUSTOMER — 67 JOH NUw1YfR U"idER I SPECIFICATION CTO 05310 - i — S E N �• �$ 4-0758 rrwe�:erol..ww• FILE NUMOER OR�wING N' REv '"�.:; II i l l i l l l l I I 11111 41!1 IIII I I1) I I(I i i i l Ili ,••••,• , L"rmmy ffIT" ClTP I I I I I I i (IIII 111111111 IIIIIIIII Till IIII III IIII INI IIII ILI II11 IIII IIII 1111 IIII IIU 1111'1111 III 1111 IIII IIII III 11 lllllll fI Illfli II �I Iliti IIII ;' 111f1 II 1 I III 1110 1 0 0 1 1 1 1 1 1 h I I I ' K ,. . .......,, I I Q I o qi; .I pl 1� 14 Ile I Ila l e o I >>:>>: �a a+4 � ';. " , f � � Z� a toy >�� 1� 3O 1 . Willi �.w .'.' NNW 1 Ty i .,.._... .. _ •..• -- — ... -.•:itraJiYh_ABY:_ i.���._.vltuf�itNSk.:�.._.. _.—. ..:..-,rs71Y11 n' q t l { SEQ. 2 SEQ. 4 SEE DECK MANUFACTURER FOR DECK HANDLING ANO CC:BLUE CC: YELLOW ERECTING RECOMENDATIONS 44.95 44. 43.9 SEE DWG 1)7 14,_,1„ 3. —--- — 'A -- 41.9s 0. 9. 8. 7. 6. 3.6 41 v 19'- 11J" _ - 39'-0" 31'-6" 30'-0" 30'-0" - T30'_ 0" 30'-0« 30'-0" 29'- « lo 13'-0" _r I3 ol ci 31'-0" �o D.E. n ._ _ __- __ �_ __ __ .._ _ _._ _ __ .__ _ _ - D.E. D E. I D.E. ! 2'-6" I 15 0 16'-0 O F.O W. I O.F.O.w: I I 6 I 11 015=-a o i 4 100 8'-D - - - - [8331)] _ - - ao � 8321)] w [8320) 1)1 — �' � c� I - s 3 2' 0 g'- 11 I I -I_ 24 [B30D] - - - _�_---�"�`� 8290] _ - - - - - - -I- - - - - - - - - -- - - - - - -- - - - - o r 30 9 - 11 II B27D]GG S'_ai- j 7'-9 B4 �• � 1 T17 - i1L 1(11'60] - L IT m o 1 j I I I 1 20'-4" I o I I 30 --4 [B7C? 1 `-- - - - -- - - -_ - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - -- - I I 1 I W _II 4" PAST I ,_., o , � fE 8M. I m m I • I I I P I I M �I I / 9 -6 6 9 6 N _�_ - - =- - - I I4. i I I - 10 - - - - - - 14 3 ! 14 0 30'- 10 t. I. � `9, 871) 1 I ' t, o o I 14 d 30'-10 - 41) 1 14 0 30'- 10 ! --- ® 30 0 + B5D [8 ] co 5' 11 21'-5" 4 o m _ [B3D] �-' [B?_D] I �'- 1 " 21'-4�" I -1 - - -- - - (870] o 0 0 17'- 1 � ` ..- o - IgtD] to '1_ I I 1 I I I I `o, D.E 10 0 15'- 11 1'-2 LAP O.F.O.w. 41) 6 0 12'- 11 �- I I I I I 1 I I I TYP. [82 J 7`� I REQ'D HERE I � I i — - 1 - -- -- - - I - - _ - _ - I - - - - -- - -- - - - - - - I - - - - - - - - - - I - - - - - - - -- - -- I I I L _ IJ 6 ®1�031 -3 I oI I I I ! ru A I I ! - -- - - - - 5" PAT DIM - o m1) n m m m m I I I I I 1 1 GI I Ito I - - -- - =- - - - - - - - - - - - -- - - - - - - - - - - - _ - - - - r - - - - - -- - - - - - - - - - - - - - - - - - - - - o a o o ,-3 - _ ._ - _ - - _ - '-� i 13 030 -3 0, ',' I I I I 6 ® - - - - - I II « o T - _ - _ - 1 a1) N N �, H N [813DI 14 030 -�_ t!a ® 30'- 3 ( 14 0 30'-3 14 0 30, 3 I 6" 26'-4" - 6� Te] N N N I [gt10] I [g11D] 14 0 3G'-3 II [810DJ I [B9D] I - I [680] _ it T - - - - -- - - - -_ - _ I _ - I - - - - - - - - - - - - I 9" PAST I 12 -4 [02)D? _27 I I I [B OD] I I I I I BM. I I FIEL `,CU I I I I I I it CKK — Q I � lCIO - — I In r m o - �, - -I - - - - - - - - - - - - - - - - - -- - - - I- - 6-®9'- 1i• I I 6 ®9rI - 0IV - I 6 0 9 m o ;�� �I 12 0 19'-9 ^ 19'-9 6170]- --`� -I - - Bt6D]- - [B1 C] - 8151) - - - --I 12 ® 19'-9 I I F - IF o ' N I N " 'r o 1_ 14019 -9 [ ( ] I , sf - - _ _ - [8180] - - - I- -I 3'-O' ]I (8170] I I i l- I -_ I [6151)] ( I 1 4 , - - _ a o "� � a I I 1- I CN, ;:, �° 15'-4 [8261)], I o I I I a �� o it I �, 20'-0" 5 -0" 1 a I I I N m � �i I I I M IIle 6• RIDGE T P, , T Y P, T P. 1 I I I I ,x: ,`};���v x�." J - I / /' 6• \ O - $•w A 3 I I m I I I I I I I Cn rr71 'n` M m - - - - 7,-t - - - - _ _ - 0 7'-1 - - - 1- -I 3 -0, - - - - - - - - -- � Q - �' w V •./ o, 0 2 12 I I I 8 STUD L .n 10 -- -- I- - --f__ - _ �_ _ I I I ERECTOR NOTE: ' _ ? _ `� [8251)] I [B31D] I- I 14 ® 27'- 1 - - - 0 ?7'- 1 WALL s s =+rFSHORING REO'D12 O O O O O — — — — — — — — — _ — —. _ — — — — _. —' I a _ " _ .__ _-Ig2 J 1 tO t0 1C G c0 c1) _ /'-8 MAX 15'-4 [BZ6L] �, N N N N - - - _ - - - - -I_� _ _ _ - - '� - _ _ - _- - _- I I N N CONS i SPAN m m r m ^ .c I- I I._ 6 0 17 -3 4 0 27 - 6 ® 17 -3 v I 'o+ I I SECTION D1 I B22C { y�. 20 ] MPAM, [B2 ] ( [621 D] I I i -- - -- - - - - - - - - - - -- - -- -- - - - - - - - - - _ .._ - __ __ - _ - _ N N 'v I 6 0 17 I I I I I I I 8310 I I I I 'Ar jj '7q 1 0 17'-6 [B34D] 1 0 17'-6 [6354] - DECK ATTACHMENT NOTES TYPE D ATTACHMENT NOTES TYPE 9: FIELD CUT FIELD CUT TYPE: PLB-36, 18 GA., GALV. G60 (NONE/NONE) ROOF DECK LAYOUT-AREA B � PLB-36, 18 GA., GALV G60 (NONE/NONE) � PROPERTIES I = 302 (IN4), Sp - .322 (IN3), Sn - .335 (IN3) PROPERTIES: I = .302 (IN4), Sp = .322 (IN3), Sn = .335 (IN3) SCALE: 3/31 = l'-0 SEQ. 1 ATTACHMENT: ATTACHMENT: I I I I COLORCODE: BLUE a. WELDS AS SHOWN BELOW 0. WELDS AS SHOWN BELOW I I I I b. AT ENDS - 5 - WELDS PER SHEET b. AT ENDS - 1 - WFI_DS PER SHEET _ I I I I DECK TO BE 1 1/2" HSB-36, 18 GA. GALV. G60 (UNLESS NOTED ON PLAN) c. AT LAPS - 7 - WELDS PER SHEET JoM Monts- ti rop» - c. AT LAPS - 5 - WELDS PER SHEET J d. AT INTERMEDIATE SUPPORTS - 5 - WELDS PER SHEET d. AT INTERMEDIATE SUPPORTS - 7 - WELDS PER SHEE-1 -- �ff t e. 12" C/, TO STEEL PARALLEL 10 FLUTES e. 12" C/C TO STEEL PARALLEL TO FLUTES -- (. AT OPENING EDGES- SEE NOTES "d" do "e" `0Na » I, AT OPENING EDGES-- SEE NOTES "d" do "e" ELEVATOR ROOF DECK , 9. SIDE-SEAMS- USE VSC 0 2'-0 OC. 9. SIDE-SEAMS-USE VSC 0 2'-0 OC. � SUBST11UEi. -- OEcu(sORS) _ 1 3/15/06 NO �; VJUPA T AT PARKING GARAGE I ���� /-\��,tl-Z!�s LI-'L•fZl-1'a!� PCS- 493 Nr•M DECK(39" 301.3 4 3/15/05 --ANAL ! CUSTOMER 40. 3.6 4. .-.j r, �I - V — 4/1 12/12/14 AMPI1�111t_! '.;usrokkc t' .. GG _. . _.. __.L___.,_ .r .r + ' I 5/8" PUDDLE WELDS 6' / PUO? GINI[ t� 1'O m m ' 5/8" PUDDLE WELDS_ 36' _ I- - ---- S7 FEL DECK - _ W IN _DIAGRAM - W�,QING DIAGRAM . INSIITUTR • 3/15/05 SD REVISED FINALS (DECK INFILL$) RELEASED FOR FAB Q aC t f 11� HH In � N FIELD CUT DECK AS REQUIRED FIELD CUT DECK AS REQUIRED ' 3/10/05 s1) REVISED FINALS (NEW 11?lE BLOCK -- (INCLUDING OPENINGS AND ALL (INCLUDING OPENINGS AND ALL , 2/25/03 SO FOR FINALS BEVEL AND LONGITUDE CUTS BEVEL AND LONGITUDE CUTS -- - - - DECK ATTACHMENT TYPE B �/ AT NO EXPENSEIO DEC!( SUPPLIER AT _NQ EXPENSE TO DICK SUPPIH 12/22/04 SD FOR APPROVALS _- ' [8/) INDICATES BUNDLE NO AND APPROX LOCATION to. DATE f( oESCRIP" [B/] INDICATE` BUNDLE NO. AND APPROX. LOCATION --- - '- -- -- - _ - OF BUNDLE OF BUNDLE 11 'S1 PN X 16b 281-d"Oo DECK ATTACNMrNT TYPE A _ 5 E11Gw St S1,IIC 2U1 FAX �206� 34-WJ6 INDICATES STARTING POINT OF DECK INDICATES ;TARTING POINT OF DECK yEAM ' 0 NorthwgR, lwe� 2" MIN. DECK LAP « f�P (TYPICAL) s DETAN.E1v QA -- Q - ---1-M k DECK ATTAuNMENT TYPE 6 LOAD i N G DOCK DECK ��� CONICTgN 2 MIN DECK LAP AT PARKING GARAGE ITS _ _ i� �� - R OF K LAYOUT: AREA/ 1041 0 DEC LA 0 E._B___ SPACING � SPACING 1 SPACMG _ jp40 79 � WM WASHINGTON SQUARE MALL AREA_B_` - RR �___ SPAN N B V=NOt BY ARCO �001100M TIGARD, OR. (VSC) SIDE SEAM ATTACHMENT ate- DLR GROUP F '"M1Si:: a h ' k ° DECK ATTACHMENT PLAN _ - - SPECIFICATION SECTION . 05310 �Rco hE ►anetlER 087/797 1)5 S F'E C - 'o 'ia I111J11.1 2 _..L_3 _-- --- - .:_.,. ..:., .n,.,.Myra.+ww«i.r.wwnn« e.•ww.c.ws.r«fw••an,t« o ' U+I II 161111 1111 IIII IIII IIII 1111 IIII 1111 Itll Ilii Ilii IIIIIII 1 11111 11 I II ! 1111 II I tNl 1111 111 1111 IIII IIII IIII I 1 I 1 1111 II11 1111 111 Illt I II 1111 1111 1111 till IIII 1111 III+ 1111 III+ Iltl ul+ 11'illl I I IIII' I II Iii 1 II I II IIII IIII `„„ I I I I rl I I i t I I I L�cXiaut�t s`7rRa cm I I 1 1 l I I >� 1� ( 1 1: 13 1♦ s � � w. 10�AI� � I I 1 • 0 �O QI �• �!'3 24 :2 t3 219 27 •• >:O 30 m , F nfr r l s. t � a,fa wd 7. y s. 3 n p a: .«nWr..rrs...a_r - ....,_... .._..._ ....-_.._...__.- .r.S.:x...._..__..,........"..._.._a..L..,.._..,- ___._ _. _. :,.J1.-_.- ..o..J:..s...,d.:_;u.-:,_ .. ,. - .. .: i.... __ _._ .. -.. ._. ... -4 U 4 SEE DECK MANUFACTURER FOR DECK HANDLING AND ERECTING RECOMENDATIONS lo ol x L - I -- o I I I I I - --- -- - — ► 9, m m I I moo qsr cn - i I I I a Z I I OD — 4L., ` 1402 -1 7In ; I 14 0 28 -7 1 28 -7 T B2Qf] _ - I I 14028 140281 (g17E] [g16E] 815E ll� C14 C14 C14 C.4 C14 I I O cU °° c.i II u < Nha, Dpp - -- - Ln I II - - -- - - - - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - I II - - - - - - - -- - - - - - - - - _ -- - - -- - - - - 1 - - - - - - I - - - - - -- - - - - - 140 2'-6 I I I I — — — — — — - - — II � — I W W W W I [g12E] 1 IF �, m m 5021'-4 I I I I I I l I I I it a, I [B14E] I - _ - - _ I - - -- - -- - - - - - I - - - --- - - - - - - I - - - - - - - - - - -- - ( - -- - - -- - - - - - I - ._ _ -- -- - _ - - - I - - - - •- - - _ - _ - II 0 9" PAST i o pi T ` - - - - - - - - - - -- - - _ - 114030'-3 I 14030'-3 14 0 30'-�3 I 14 0 30'-3 I I y BM. I r ( I 11803E — I - - - - - - - Irg11E] [8100 I [B9E] [ ] ..n, m, - - - - - - - -- _ I - - -- - - BSE I I - - - - -- -- - - - - - -- m a 21'- 11 [B14E] cu I - - - - - - -- - II li � I 14 0 22'-6- Nr I I QQ I 10020'- 10 1 I I I I I I II PAP I [67E] GIF. I I T86E] I ,)4 3 -1 I 14 +a 30 - 10 I 14 30'' 10 14 ® 30' - 10 I I ~ - - -- -- - I [B2E] I [B1E] I I B3E] I -w I _ I CDP I I II [B5E] I I I I I I I I I , r I — N am 00 30'-0' 30'-106' 30'_0• 30'-0' --- ;TO'-0° 30'-0° 30'-0" 30'-0' c9'-5�' 1,_1. 4. ( 4. 3.6 3. 3. SEO 2 SED 4 CC BLUE CC YELLOW ROOF DECK LAYOUT-AREA B �`E ° °` SCALE: 1/13" = 1'-0 SEQ. 2— COLORCODE: BLUE ALL DECK TO BE i 1/2"PLB-36, 18 GA. GALV. G60 F SIDEIAP CONNECTION Sp?w (TrPICAE) sPACN+c SPACNd�. SNACMIG j ". SPAN ATTACHMENTS. - - -- — --- -- -_ DECK ATTACHMENT NOTES TYPE A: Dom► ATTACHMENT NOTES TYPE 8; NSC) SIDE SEAM ATTACHMENT � clerks T PLB-36, 18 CA., GALV. C60 (NONE NONE) TYPE. PLB-36, 18 GA., GALV. G60 (NONE/NONE) ` �A" 40. 3.6 4 PROPERTIES: I = .302 (IN4), Sp = 322 (N3), Sn -- 335 (IN3) PRQP�RT I = .302 (IN4), Sp = J22 (IN3), Sn = 335 (IN3) _ L01° SPAN __ - _. AITACHfJENT• ATTACHMENT: ,lout sl*,snrup GG o. WELDS AS SHOWN BELOW o. WELDS AS SHOWN BELOW DE��j 1 3/10/06 - �cl� b. AT ENDS - 5 - WELDS PER SHEET b. AT ENDS - 7 - WELDS PER SHEET PCS_ 285 HNIII-a —"-- -- -- -- ----- c. AT LAPS - 5 - WELDS PER SHEET c. AT LAPS - 7 - WELDS PER SHEET -- (> -tu.1 4 3/t0/�01 _IMiK.- OUSTOwER d. Al INTERMEDIATE SUPPORTS - 5 - WELDS PER SHEET d. AT INTERMEDIATE SUPPORTS - 7 - WELDS PER SHEET GALV 4/> >�/ avK Cu51cr1.ItH uu e. 12" C/C TO STEEL PARALLEL TO FLUTES e. 12" C/C TO STEEL PARALLEL TO FLUTES i Ka VAIp � TO rin f. AT OPENING EDGES- SEE NOTES "d" & "e' f. AT OPENING EDGES- SEE NOTES "d" do "e" '-"- ---" -- :, ,:. .• . . . 5TEE1. DECK � g. SIDE-SEAMS-USE VSC 0 2'--0 O.C. 9. SIDE-SEAMS- USE VSC 0 2'-0 CC. lNs'rlTUlE ---- - ------- DECK ATTACHMENT TYPE B �— — - - — - 0 r-1� W 3/10/05 SD REVISED FIWS (NEIN TITLE BLOCK) v SDECK ATTACHMENT TYPE A 5/8` PUDDLE WELDS 36' 5/8" PUDDLE WELDS 36 Q 2/2s/os sD �-oR FINALS 0 12/22/04 SD — FOR APPROVALS J�ELDINrrQ D AGIRAM 1 DIN ,RAM '- ---- Rev. "m rt► OOOIIMIION FIELD CUT DECK AS REQUIRED SEl NOR'IFN1im le - - - DECK ATTACHMENT TYPE B (INCLUDING OPENING, AND ALL FIELD CUT DICK AS REQUIRED 2N DRUW 4, OK 700 BEVEL AND LONGITUDE CUTS (INCLUDING OPENINGS AND ALL g >�, VA / AT N JXPEN T QXCK, j PCILR BEVEL AND LONGITUDE CUTS ala --- -_ - - - Northw4Nl, enc. ATN XP N L Q__DUK SUTP0 INDICATES BUNDLE NO. AND APPROX t OCATION KTA�r>ao#n �h �+oolu>a J OF BUNDLE [B/] INDICATES BUNDLE NO 1.Nft APPROX. LOCATION t2 �' - �•'�• RR OF BUNDLE �m l ROOF DECK LAYOUT; AREA B INDICATES STARTING PDN' OF DECK 504019 PON10 MALI[ WASHINGTON SQUARE-MALL AREA B DECK ATTACHMENT PLAN INDICATES STARTING POINT OF DECK 2" MIN. DECK LAP N.B.v-NOT BY VERCO �" TIGARD, U1?. 2" MIN. DECK LAP custoll[R DLR G ��r t•-, .. . vERoo vn.. _ _ ROOF' -. (• v r I ��l ATION SECTION �: 05310 _____ SPECIFICATION -__ D6 - _- -- - ____- -- --- --- _-__ __ _ - _._ _- .2__ _- ---- _._—.__. , _ _. .: :._ r ..._. tea.. .-.ws.o.n.A...Yka...e a:.•Y.rY.,..:+m•Y.u.�. . .,wrt " ISGIBU.trY 9MV , Cm1,Inin1 IIu11u1 IIIIIIIIIIIIUIIIII III) (111 I III) III'I III IIlI ILII ILII III! nt I,n w 1 ( l I l 1 IO.w.1p" I T 4 !� S 7 9 Y ILO I 11t I 12 I 13 I 1�4 t t I II I I I I nn ,uI IIn I I I i t ul lutun uI I III ttu I`I II t Ilttt Ittullnlinllhluinulllnlllu ullllnllnullullllillliululijiliililiiiiiiljnlll � ,, { Id I 10 10 1tb :1 QZ 33 4 :e :e �7 2A :0 30 y . x r `�.• `i' i y. .. _ ._ .._ _ __• ". . . 'a:....a _. _ n, r.. w,._.rv.._ ,b.. KL._ L•1 Y V _ T :•:ter : ..,._..d.. ,., -.'- - - _ :...... ......_...—._ . , _ ::3�.. N.y�:m..:�.�....�r,e�e� �.e;r...�.�ia. 3.. e '��:es3�,mJ1•�.:.a,Y....�.�.ar��..�.�...:...�.'S�t.,�..,�„sde��.+. i, .. i1.r.iirF. •1+�L1SlYa.9L4tiL y1 i..1� ILiLar_..' :.4L-4t f.0 C., 4;.;:' k° E` 4 SEQ- 2 SEO. 4 SEE DECK MANUFACTURER FOR DECK HANDLING AND CC BLUE -CC: YE ERECTING RECOMENDAONS SEE DWG DS SEE DWG D7 H 3. 31 3. 29'-5 ' 30'-0' 43'-0' 30'-0' 30'-0' 30'-0' 30'-01 2y'-2�' 9,-0. 91-0. 10 Lj I 3 � D 0 O� -- - - -- - �_ - - D.E. � _ - r- - - -- -- - - --- -- -- -- - - _- -- - - 0 10'-0� D.E. - - - - -- - -- - - - - _ - - - - - - - 10'-0' O.E. I C.E. I I I I � a � .1`. .W. I _ - - -- - O Fa:w: I I - ---- ----- [B34F] - 8 17'-0 �' o o I.F.O.W. i ml tOB33F2 -0 D.E. - - - m - - - - - -- - - - - - - -- -- - - - — `� -_ 821` j ,° r\ in m m I ! SBM. - .� Q. -----L- ---1 --- o --+- 10 0 8, _0 - <� 1 0 24'-0 [83F] 100 8'` �� --- I .� ., -- �FF [B34F] FIELD CUT (B34F] I ( I W m 1 `� FF _ I I - - - -18 1 11'-3 - - 9 � �� - , - - - - -- - - - - - - --I-- - - - - -- - - -I- - - - - _ - -- - - - - _ _ _i o 0A 11 ! 11 - '[ 71` I � �'3 (8 � rlJ - - - - - - - B2 !- _ _ __� � -I_ - - - - F -- --- -- - -- -- - - ! � -� OD I T 31 ] �'ik- I _ in _ G V iU I I la 1 I I IE I cu I I o ��= I I I I I � Tl'-6T - 20'-0' _ T1'-6T I I I i -- - -- - - i - - - - - _ _ - - - - - - - I- - - ! - - -- -- - - -- -- - - - - - - -- -- - -- - - - -- - - ' -- - - - - — - - - - - - - - - - - - - -- - - - - - - -- - - - - - -- -- - -- -- - - - - - - - -- - i - - �, II J - I I I I I- i 4" PAST 1I _ 9'- 1 1 u I I 29'- 1 --- I I -2 ETM. CD 100 -- 1402 I I � � 140 ! 1 3 '_ 14030 [811`1 [821`1 I I II a m I [831`1 [84F] ! 4'® 30=2 0 30'-2 I ! I I ! [B5F] � 1 �B6F] B7F II "'`✓ I - - - -J - - _ _ - - - - - - - - -- - - - - - - I- - _ I I I I Cu I I I I I H H ' 1 0 o I I CL J °' ! ! I 4'-11y2• rn �D II GAR. I m I -- - - - - _ _ _ - - -- I m m I I ¢ - - - - - - -- - -- - - - - - i N 3 I I 0 24'- c�- - - II - -- - - - I -- - - - - - - 81024'-6 `�' I 6 029'- 8 6 - - -- - - - I - -- -- -- -- - -- - - - Q v, - ! - - - - - - - - - - I o m I 4'-t1}�" ail �! Q�L-=� g9F ;a (B9F BtOF] .� .I 9 -- _ I v, 1n i 1___S ®2? J ' ao 1 ® 21' ------ 16 �- 881`] - - -- - -- - - - - -- - - _ ----I [B11 F] I I[B31 F 13 6 22'-9 co o " I 1 N 04 , II - - - -- - - -- - 1 - - - - - - - ! �' J -- - - - - - ! - - - - - - -- - - _ _ - J - - - - - - -- - J - - - - _ - _ - -- - -- I - - = LB`2F - _ ! t3'--2[812F] in I 2 '-0 20' O' � ) LLL N I I I � v� 11-2 o� I i �I �� i 6 0 17' I I E 0 17'-5 I % i ;''`-° ^I � •-_ �, ` I 8161`1 I I I I "I- [8191`] � I � 8 p 17'-5 F g 0 27'- m m T�- — — — — — —H— — — — — - -- — — —N— — -- — -- -- — — -- - I- - — -7 _- — - — 7 015 - - 8 0 8 027 -:5 I 3 KK I N N 13F 813f �,-' 815E m B16F 16 0 27 - _ b , 9 I I 814E I I I I 10 0 27= _ - --M I� o I� - 8171`] ! -)- �: I — -- — — — ._- -_- (— — — � I 1 � — -� �'=�• 20'-0' I I I 20'-0' I J,_0 I I I I I I I I 1 U� I I I -,�'--- i� I J ► o of of ! j ! I ' RIDGE LL cu 2' 6' a m ! I I I (u I I n o I I I d I . •I J •7 - I '1 ,- • n C� I I .- (/� ( Z I 7,-1 O^ I ! i f") I I I I S G I 20 0 I 20 0 ! 5 0 I alb I ) I 3 I I� 2O -O II 9 '�- I I - !I _► •-•ru _ -- -_ - ' -L - - `~ `� CD _I _ i ® 27'- ___r I i J I i m 8 02 - 1 -+-- 8241`] I I I ■► - I , I - - - J �- - - -- - -- - - -- �I - - - - B23F - I- - -- - - - I -I - - - - - - -- - -- - I - - -!- - - - - - - Ib"o 6 0 11 "S I -1 _ o+ �' m m '/ p 15'-8 � ._ ��rn J - I I ! 27'- - H2OF 8 0 .7 t o J I g p 1 , R ,_, -1 , 10 0 8 ® 11 -3 4 0 17 I �, B21F- I 826E 8261`] I .+ -• -- - - - - -►+- 01` I ' -- - I - -- - - - - - - - _ I - _ - - -- -- - B25F -,- - - - - - - -- - - - - - I IN N I t4 W- h N I I N l-1 li ! 6C14 CN I — I r I MGM I I ml m I 823E I I \ 01 IIi IT-1 I �TT-TT-F � . • � I I ---F7 I II L1 1_ � ._ _ � I � I � I I I Y o 7,-1 SP1 �1G l I I TT �AL�CONNECTpN w ob MCI t t5 - $PACNG SPACINC�SPACING�l __. f ap - SPAN Low Sm Jam suasrntins _ ROOF DECK LAYOUT-AREA DECK ATTACHMENT NOTES TYPEA; DECK ATTACHMENT NOTES TYPES - - - � NSC) SIDE SEAM ATTACHMENT °ECk«� '- �— "�""FT SCAU: S ]2 - 1 0 3EQ. 4 - - L PLO-36, 18 GA., GALV. G60 (NONE/NONE) 'YP : PLO-36, 18 CA. GALV. G60 (NONE ONE1 --- PCS- 496 �ns�e oEcxt� 3_17.A7 4 a/1 - / ,- _CUSTOUER COLORCODC: YELLOW PROPERTIES, I = .302 IN4 , Sp = .322 (IN3 , Sn = .335 'IN3 - B _._._ __ ( ) ) 1 ) I?RQF' RTI I = .,502 (IN4), Sp = .322 IN3), Sn = .535 (IN3) _yt _ _cu:,lci►�irti ' 40. 3.6 ATr ENT _.__. GG \ 4• ALL DECK fro BE 1 1/2" wu S6, td Cb0 a. OULDS AS =-,HOHN BELOW �I . WELDS NT: GALV -_- - f" a�olr n+� -- w --i0 b. AT ENDS - 5 - WELDS PER SHEET b' AT EN AS SHOWN BELOW til EEL DECK � - b. AT ENDS - 7 - WEI DS rPER SHEET c. AT LAPS - S -- 'Vi PER SHEET C. AT LAPS - 7 - WELDS PER SHEET INSTITUTE - -- -- -------- ------ ---_------- i d. AT INTERMEDIATE WIPURTS - 5 - WELDS PER SHEET 3/1a/os SD --REVISED FINALS (RELEASED FOR FAB)— - j�/j// / d. AT INTERMEDIATE SUPPORTS - 7 - WELDS PER SHEE' JCL `JC / / e. 12" C/C TO STEEL ro,RALLEL '0 FLUTES HN e. 12" C/C TC STEEL PARALLEL TO FLUTES t 3/10/OS SD REVISED FINALS (NEW TITLE ®ICCK t. AT �PENMG EDGE- SEE NOTES d' dt a I. AT OPENING EDGES- SEE NOTES 'd" dt - g SIDE-SEAMS- USE VSC 0 2'-0 D.C. r �i, 2/25/05 SD FOR FINALS DECK ATTACHMENT TYPE B 9 SIDE-,EAMs- USE vsc o 2'-0 O.C. _� �� 12/22/04 SD FOR APPROVALS V \ I Irv. o�lt. »Y oo�oNrta� _ I S><] t1DA'111k1:$T �. FFA 7fli!! ZBl-;,1s<l DECD( ATTACHMENT TYPE. A 5/8" PUDDLE WELDS - 36' — 5/8" PUDDLE WELDS - 36' M MUM �• 0K 200 FAk �) 341619 I WLLQ!NG DIAGRAM W EN IA RAID SWII� VIA s1� Northwest, Inc FIELD CUT DECK AS REQUIRED FIELD GUT DECK AS REQUIRED _-____l ---- _.. .-- lA1tRAilflt DAIS GIpp�1 f>,i`', DECK ATTACHMENT TYPE B (INCLUDING OPENINGS AND ALL (INCLUDING OPENINGS AND ALL n Tt ! 1_ _ iO�T! BEVEL ANL,' LONGITUDE CUT'S BEVEL AND LONGITUDE CUTS Al NO F�N.,�j. !D �K !P ►SEH A N XP N 1Q� PPL R DESCWKM ROCF DECK LAYOUT: AREA 8- [8#) INDICATES BUNDLE NO. AND APPROX. LOCATIO" [8#' INDICATES BUNDLE NO AND APPROX. LOCATION 504078 c-r w+� yy�,�HINCTON SOUARE MALL -- ARES B OF BUNDLE 0J BUNDLE _--_____-- N B v NOI BY VERCO f�)10104 N _ _ TIGARD, OR, _ AR T INL)GATES STA,; �. JiNT OF DECK WlmrcfJt - DLR GROUP 7INDICATES STARTING POINT Of Df-CK K ATTAR H T ' 2" MIN. DECK LAP FFIiL Niw6>nl tai.ros-Biu - oftmi t4umwA -- Rr _ SPECIFICATION SECTION 05310 ,I � •.• DEC _ _ �, MEN FLAN � �" MIN. DECK LAP I 3 . ,y �� ... ,;.�1 ,... -, ,,:,..�,�, : �; �' �i I I: � �. �� ,,wr , �liYWf'.r " .__._.,,��.._..-. .�...-:-�_._—__,-.- . 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Il m oS I 140830'-3 ! 140 )0'- 14030 I 16430 II 14030 -3 7 ' [BtG g7c. — -- � I I Ila N N I 0 N N Q rn (% 3 I I I 5 )ASI ! M M M! a m o M Mi { ! N C3 ( ! ! ! 4" PAST � I I rE BM. - - -- - - — - - -- -- — i - - — -- — — - -i ® - BSG _ I — J — 1 0 1 ! [BBG] 1 ! I ELD CUT o — FI Lo CVT ! I II I I I I � zli I I 1. ► ! I 1 ' m I III I I I I I I I o 2'-6' PAST 2'--6 PAST ! - - -- -- - - - - - - I — — - -- - _ _ - - 1 - - - - - - - — ! - - -- - _ - - -- - - -- I - - - - -- - - - — _ — _ -- - - I- - - ! 1 BM BM. IR I1 10 0 30'- 11 11 0 30'- 11 I 14 0 30'- 11 14 0 30'-�11 I 14 0 30'- 11__ 16 0 30'- 11 I B1GF132I ---'—'- B3G ! — [B4G 111 I ! ! ! ! I ! I I I I I 1 ! { ► ! ! I I � ! ! i I �I I • 1'_1• 29'- ■ 30'-0" 43'-0" _ 30'-0" _ 30'-0"— 30'-0" 30'-D" 39'-9" 8'-1" 3, 2, 1. (0).3 9. 8. 7. �6D.3 4.9) 4. 3. ROOF DECK LAYOUT-AREA B z SCALE: 3/32" = 1'-0 SEQ. 4 – SE0 2 SEO 4 COLORCODE: YELLOW CC BLUE , CC YELLOW SH DWC D6 SEE DMIC ALL DECK TO BE 1 1/2" PLB-36, 18 GA. GALV, G60 I 5101LAP CONNEC110N .; (TrPICAI) SPACMiG_ SPACING I SPACMlG ! SPAN " K ATTR HMENT NOTES TYPE A: Q�CK ATTACHMENT NOTE5TYPE B;- (VSC) SIDE SEAM ATTACHMENT TYPE_ PLB-36, 18 GA,, GALV. G60 (NONE/NONE) TYPE: PLB-36, 18 GA., GALV. G60 (NONEMONE) PROPER I = .302 (IN4), Sp = .322 (IN3), Sn = 335 (IN3) P� RETIES: I = .302 (IN4), Sp = .322 (INA Sn =- .335 (IN3) ATTACHMENT. ATTACHMENT. (40, 3,6 4. 0. WELDS AS SHOWN BELOW o. WELDS AS SHOWN BELOW G�+ ` b. AT ENDS - 5 - WELDS PER SHEET b. AT ENDS 7 - WELDS PER SHEET V c. AT LAPS - 5 - WELDS PER SHEET c. AT LAPS - 7 - WELDS PER SHEET d. AT INTERMEDIATE SUPPORTS - 5 - WEI.DS PER SHEET d. AT INTERMEDIATE SUPPORTS -- 7 - WELDS PER SHEET e. 12" C/C TO STEEL PARALLEL TO FLUTES e. 12" C/C TO STEEL PARALLEL 10 FLUTES 1. AT OPENING EDGES- SEE NOTES "d" & "e" I. AT OPENING EDGES- SES NOTES "d" & "e" �q Sp�N CH H - g. SIDE--SEAMS- USE VSC 0 2'-0 O.C. g. SIDE-SEAMS- USE VSC 0 2'-0 O.C. JOIST sue5mua -- DECK ATTACHMENT TYPE B _ �,1 .._ • • • • – • • /—l• --� • • • `- � 1•_OyJ –� --DEGK(S'�R5) _. _. _ _.– �_ 'u10/� Wl-CR.*T DCS• 264 !li-JO OE«c(s+mis) I 2304 4 3/10/00 I— WK OJSTIOMER 4%1 12/u/04 t 0"OVAL -USFGMLtt 5/8" PUDDLE WELDSL ---36' 5/8" PUDDLE WELDS 36' GALV - INN TO — DECK ATTACHMENT TYPE A WELDING Qy AgA P4� ' IA RAM STEEI, DECK INarrITUTE FIELD CUT DECK AS REQUIRED FIELD CUT DECK AS REQUIRED ' __.__._ INCLUDING OPENINGS AND ALL a 3/10/03 SD REVISED FINALS (NEW TITLE BLOCK DECK ATTACHMENT TYPE E BEVEL AND LONGITUDE CUTS (INCLUDING OPENINGS AND ALL QQ AT NQ EXPENSE TO DECK SUPPER BEVEL AND LONGITUDE CUTS Q 2/25/05 So _ FOR FINALS --N - Y- -- ALLNQ EXPL��ILGK� PPLIUR A 12/22/C4 SO FOR APPROVALS [B#] INDICATES BUNDLE NO. AND APPROX. LOCATION -`- tl0. OAl-E N DE,*WYION �-- OF BUNDLE [B#) INDICATES DIBUNo�BUNDLE NO. AND APPROX. 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CIGS. = CENTER OF STRAND 9. IF SPACNG BETWEEN °UPPRS 15 NCS SPECIFIED, DIVIDE SPACED NOT MORE THAN 2'-0' O.C., TWO CHAIR MINIMUM. 3. SP 9TRAIGOT PROFILE DISTANCE BETWEEN HIGH POINTS INTO AN EVEN NUMBER OF 13. SEE SHETS PT-1 4. S.T. SMOOTRANITION EQUAL SPACES. FOR ADDITIONAL NOTES AND DETAILS. 12S. MD. MD-DEPH SLAB 10. AT SLAB EDGE PLACE ALL MICHORS AT MID-DEPTH. 14. 04EN SETTING WEDGES FOR STRESSING, PAY PARTICULAR GTI Zero Void Ercap5ulated F� [2s 6. UND. = UNLES6 NOTED OTHERWISE 11. CHAIRSREQUIRED AT ALL INTERSECTIONS OF DISTRBUTED ATTENTION TO THE ORIENTATION OF THE WEDGES SOWN 1. HEWTS SHM ARE CHAIR SIZES (UNO.) TENDON GROUPS AO SPPORT BARS, IN THE 'ANCHOR' DETAIL ON SHEET PT-I. � �-�- ( iz M,�►. T�83TA1!,'"" a W`�`iiii I IIh I Ilii"(Iliif�'►iI i 'ii j Iuiul I uu uu uI n'IiI iiiU'"IIi11'i In I II I I IllI l�nl�nnluuli Inn� � i �nnli�ri rnilll�i 1Halon 1��ul�ullnnlun Iuu :l . 0116 ` ,Il , r, � l �uuuniiCf ji ALLDaBIIrY ih1 �1 �� c4 � 2e . Zd ZO 301000t1 2h:WW'11111111 jib Lpr 9 3 3 .. . . ,ICY •. - _-._ - - ..�.x ,__,.-._._�.a.�—._._..-•-_._____-_•_•. _ '___ __._.- _'.` -�_ •war _— :e.a'�.s...tfw...r:.a...a....._- -- ,.�a.lrlLr.�..�1._ :_b,.u-��'...�ia:_.. _-.-.��:=..,..�.7A:a�._.�.nac.,.rr.a;4a.`�.....�,.....,.w...w.._....�..._t_._.-.-_. _ ,_.. .. _.,._. ,.......n.-.,i, u....-....,ar .-�...n_.... .. -_....... .........-11 ,..:........_a....,,u�a..l:�r .,,__,..,iw. _:L."�_ _ __. w, .r. r 5.1815" ZERO VOID ENCAPSULATED ANCHOR W/ TRANSLUCENT GREASE FILLED CAPI REUSABLE FILA51i(; _ • - _ GRaIME i Bl FTG t A A 1" MIN... P;.4GE END-C-AP AFTER 1 STRESSING 4N[) CUTTING + - - 04-- T415 COW. '4-- �B CONT. TAIL 1 STRESSING STEEL SHALL BE 1!1"t 1-WIRE LOW RELAXATION STRAND 51 THE STRE66ING rust NOT COMMENCE UNTIL CONCRETE TEST CiLINDFR5, - - - -- PRESTRESSED CGNCRETE MANUFACTURED IN ACCORDANCE WITH OARED UNDER JOBSITE CONDITIONS,WAVE BEEN TESTED AND INDICATE `�' 6' ZFRO VOID TUBE 6' ZERO VOID TUBE 'V i j I'N DRILLED t,)1 I t "� 1M A416 ,� FREE FROM CORR081OP1 TWAT THE CONCRETE WAS ATTAINED THE SIRENCsTH CALLED FOR ON THE _ '� , HOLE � I � �ti � ; `� STRUCTURAL DRAWINGS PTC DOES NOT RECC"IEND 5TW56NG OF A1r1 ' . . NAL DIAMETER I/1" - - - _ - NAL AREA 0.153 9Q N. CABLES WI•EN THE AMBIENT TEMPERATURE IS BELOW 40i' F. ~ � � - \ US OF ELASTICITY . . . . . 18A00 KSI TRANSLUCENT - - . .," 53 ALL FWSTW551NG STEEL SHALL BE STRESSED BY MEANS OF PTC C 1 AW C 4AIRAR TIMATE STRENGTH �13 K1P6 GREASE-FILLED HYDR4LIC JACKS, EQUIPPED WITH CALIBRATED WIDRAULIG PRE5..+°URE TEMtr'ORART FORCE . 331D KIPS GAUGES, TO PERMIT THE 6TRES6 IN THE PRESTRESSING STEEL TO BE ORIENT GAP BETWEEN GAP WITu NORMG FORGE . . . . 28.S KIPS WEDGES SO THE GAP LOCKING LUGS -- a EFFECTIVE FORCE 2bB KIPS COMPUTED AT ANT TME. A CALIBRATION GHARt SHALL AC:.OMPANI EACH POINTS TO TOP G RAM. (NO LOCKING NAIL ANCHOR JACK AND GAUGE GOMBINATIOPI FOR 1'OR TUICKER - VERT. I_"ON LIIA TO EDGE FORT � �n IS COATED WITH A CORRDSION PRE'✓EN1ATIvE LUBRICATING 54 THE STRES6ING�SHALL BAS Fg,LQ FOR 6'OR THINNER - HORIZ. IV CAPS.) ASE MEETING PTI RECOM9ENDATIONS AND ENCASED IN A TM10USLY EXTRUDED SEAMLESS,POLYETHYLENE PLASTIC 5HEATHNG, 5.4.1 TYPICAL SLAB WITH BANDED 4.015TjilWE�_T ICIrJ4E58 PER EOR TOW OR DAMAGED SHEATuI% SHALL STRESS DISTRIWED TENDONS THEN BANDED TENPINS. UEfX�ES DEAD END ANCHORAGE 5TRE551NC� ANCNORAC�E REPAIRED. 5 _ 5LAB5 LE55 TNAN 7 NICK T'L ELONGATIONS SHALL BE BASED 11f'ON ZERO VOID ANCHOR �,YSTEM Q 1 - 20�x(I x.l�)_ ■ ©SDI" FT OF TENDON LENGTH _ - _ _ � z..' p r E 0153 R 18A00 55 NE ER=I FOf�S1R1M5 K N4AJ L �A4 FQj,.QW 55.1 RFTMOVE GROMMETS AT STRESSING ENDS AND GT FOR�jSE. _ - _ `t INSPECT "WE CASTING TAPER VOID TO INSU� THAT CEMENT PASTE -- SEE TENDON LAYOUTI". DIMENSIONS - 12" 5rPAIGH T-- ANC•6•IORINf-• HARDWARE SHALL MEET THE MINII`1t1.1 I�G711RFME►•ITS SFT OR PRESENT. DEB" IS N01 PRESENT N ANC44ORAGE. REMIOVE IF - -- t-- - - - - -- - - a H N ACI 'BUILDING CODE REQUIREMENTS FOR REINFORCED TE' (AGI ?I8 96, CHAPTER 18). FNUa: 551 RErOVE EXCE56 GREASE AND DIRT FROM STRAND TAIL B1 USING GENERAL TECHNOLOGIES ZERO VOID,ENCAPSULATED CASTING (RED) IT IS NOT NECES6ARI TO THI01@000HLY GLEAN THE TAILS � ..� OF GREASE,ONLY TO REMOVE EXCESS SURfACE MATERIALS. �� 05 WEDGES,ZERO VOID POCKET FORMER(RED),6-NCH ZERO /010 SEAL, AND ZERO VOID CAP WITH GREASE. 553 INSERT WEDGES SIDE-BY-SIDE,BY HAND INTO EACH ANCHOR 4 1 TM 55. PUT A PAM ARK ON EACH STRAND AT THE SLAB EDGE OR AT S�E'PQRt]DA L�y C? d INT I $TBEs°$ _ _ A FIXED DISTANCE FROM THE EDGE OF T+•E SLAB. SEE PLAN FOR LOCATION f GENERAL TECHNOLOGIESENCAPSULATEDCASTING (BLACK) 05 WEDGES, 559 STRESS tEND(M TO 33 KIPS. SEE CALIBRATION REPORT SPLIT PLASTIC INTERNED ATE POCKET FO I`1ERR 12-NCH TRANSLLCENT SLEEVE FOR TAJ�ET GAUGE PRESSURE. ON SLAB SIDE, 24-INCH 1RAl4SLUCENT SLEEVE AN INTERMEDIATE GAP T _-- t IU ON STRESSING SIDE, AND TWO SPLIT CABLE SEALS. Tk 5 MI t6E 55b PERMANENTLY SEAT THE WEDGES IN THE ANCHORAGE USING THE SECTION - � HYDRAULIC SEATING DEVICE BUILT INTO THE RAM. SE ON A_A r FILLED y�IT17. FI I 55.1 REMOVE TWE STRESSING RAN, ZERO VOID ANCHOR - '--- -� -- Fg 55B MEASURE FINAL ELONGATION AJ4p RECORD, --- ADDED STRANGS ARE GROUPED GENERAL TEC4*A0GIES ZERO VOID,ENCAPSULATED CASTING (FAD) 5b THE P03T-TENSCN1NG OPERATION!MALL BE CONDUCTED SO THAT ACCURATE -- - - - WITH CONTINUOUS STRANDS 04 T1B 05 WEDGE'S,6-INCH ZERO VOID SEAL, AND ZERO VOID GAP WITH GREASE ELONGATION OF THE PRESTRE861% STEEL CAN BE RECORDED AND COMPARED % (LOCKING LHS). WITH CALCULATED ELONGATIONS, RECORDS SHALL BE KEPT OF ALL JACKING STAGGER DEAD END ANCHORS FORCES AND ELONGATIONS AND 5WAI.L BE SUBMI T TED PROMPTLY TO THE IF MORE THAN 2 ARE FLACEL) � 00 P.T. STRAND S1R'.cTURAI ENGINEER FOR HIS REVIEW IF INCC7NSI6TENCIES EXCEEDING -5x - - } FA IGAT-10 TO 41% C)CCLIR BETWEEN CALCULATED AND MEASURED ELONGATION, THE CAUSE (TIE SECURELY !N PLACE) 04 TIB OF THE W-0615MCY SHALL BE DETERMINED AND RESOLVED PRIOR TO `^ ?,t SHALL 3E FABRICATED TO PREDETERMINED LENGTH AS SHOWN STRESSING ANY ADDITIONAL TENONS. __.. ---r THE PLACING DRAWINGS TUE LENGTH SHELL BE 9llFICIEtiT TO 5.1 TENDONS STRESSED FROM ONE END ONLY SHALL BE SO INDICATED ON THE -- - STANDARD B RMETAL CHAIRS - SUPPORT BAR AND CHAIR ? g' LOW A MINII U M OF R NG•IES AT EACH STRES6Wi END. PLACING DRAJINNGS, TE14p014S THAT ARE STRESSED FROM B07N ENDS (� „ WHICH ARE STRESED FROM ONE END ONLY SHALL HAVE NEED NOT BE STK56ED FROM BOTH ENDS SMULTANEOUSLY. THESE * I -END �S ATTACHED PRIOR TO SHIPMENT. TENDONS WHICH T SHALL HAVE PLASTIC END0,S MAY NAVE MORE ELONGAT.ON A7 ONE END THAN THE OPPOSITE S&A�S�S THAN 1' THICK ATERMEDIATELI STRESSED SHALL NAVE THE INTERMEDIATE END. ELONGATIONS FROM BOTH ENDS ARE ADDED AND THAT TOTAL (6)PLACED BEHIND THE FIXED-EN �,OR WITH NO COMPARED TO THE CALCULATED ELONGATION SWOuk COATED FEET -END �E,PLACED NEAR THE END OF THE TENDON COIL. - - ZERO VOID ADDED 5TRAND5 IIIIIIatr �, 5B SAFE OPERATING PROCEDURES SHIOIJLD ALWAYS BE FOLLOWED: - -- - SHALL BE CLEARLY IDENTIFIED BY COLOR CODE AS CALLED 58.1 READ CAUTION LABELS ON EQJIPMENT. _ F-0" MIN,- 1'-3"-• 12" MIN-- ' ON THE PLACING DRAWNC,S FOR EASE OF INSTALLATION, COLOR SEE SUPPORT PLAN FOR SIZE E SHALL BE MARKED ON THE FIXED-END AW-POR14A CASTINGS OR 581 DO NOT ALTER ANY EQUIPMENT SUPPLIED BY PTC, ANY LENGTH OF TRANSITION CURVE STRAIGHT -- THE STRAND SHEATHING. DEFECTIVE PARTS ARE TO BE REPLACED ONLY BY QUALIFIED PTC PERSONNEL USING PTC SUPPLIED PARTS UNLESS NSTRUCTED TYPICAL 5UPPORT TENDON SHIPMENT SHALL BE ACCOMPANIED BY A TENDON - - �M 01HERWISE BY PTC. THIS INCLUDES 1HIE COMPLETE TENSIONING 'I CATION ORDER NDICATING THE NUMBER OF TENDONS, THEIR UNIT I4CLUDNG Pll`1P, HOSES,FITTINGS,JACKS,COUPLERS - TH,COLOR CODE AND QUANTITI OF ANCHORS,WEDGES,GROMMETS, Setm 4 T4B CONT. ­ 5h3 END CAPS AND SUPPORT CHAIRS (UIERf"C APPLIG.48LE)SHIPPED AND GAUGES. 583 WIEN EQUIPMENIT 18 BEING MOVED IBETUUEEN FLOORS OR ADJACENT I - 4 e�y P WILL BE FABRICATED N '$UCH SE0JENk:E AND QUANTITY AS TO PaIRB BY MEa 8 OF HOISTING EQ111Pt.' NT,GAUGES SHOULD BE _---= -- OW SHIPPING IN FULL TRUCKLOADS. UPON ARRIVAL,PURCHASER REMIOVED AND HADD CARRIED, DO NOT ATTEMPT TO TRANSPORT � INSPECT THE SHIPMENT PRk7R TO UNLOADING AND &HALL NOTE E(XIF'M1ENT WILE_ GAUGE IS STILL ATTACHED TO PUMP UNI'. DAM"_ OR a1 WTITY VARIATIONS ON THE CARPIER'S BILL OF P.T. STRAND NG PTC SHALL HAVE NO LIABILITY WHATSOEVER WITH RESPECT TO DAMAGE OR VARIATIONS NOT SO NOTED. 60 SEALING -A%HOR4GE BLOCKX[ j (TIE SEGUREL` IN PLACE) AGER SHALL PROFMY UNLOAD TENDONIB. THE USE OF A NYLON 6 AFTER STRESSING IS CGM'LETE,ELONGAtIMS VERIFIED,AND STRIJGT'JRAL 16 RECOM'ENED FOR UNLOADING TENDONS TO PREVENT DAMAGE TO p��rrHAS GIVEN ORCH AF'PROX CUT F EXCESS WITH AN +� ` ✓; :�.--SLAB BOLSTER � ' O SHEATHING. Pl1RCHASER SHALL SATISFACTORMLY PROTECT TENDONS THE BACK AGE OF TUE L 4 .� SUPPORT BARS UJI OTHER MATERNAL, AT THE JOB6ITE FROM CORROSION AND OTHER ANCHOR MEDIATELY FOLLOWING CUTTING THE CABLE, CAP THE ANCHORAGE "�- ��,� �`�,�� - (SEE SUPPORT PLAN) - '� HAIRPIN- 3 T„ PLACE ANCHORAGE z L3 � AGEMENT. W17N A TRANSLUCENT GREASE-FILLED PLASTIC END GAP. � S�AiBS LESS THAN 1° THICK� # * !4C2IZONIALLY. 5EE 5UFPORT PLAN FOR SIZE TE THE CENTER LINES OF THE BUNDLES AT THE EDGE FORMS A6 FLARE AT ZERO VOID ANCNORAGE5 d z CIN THE PLACING DRAUlR<4 LOCATE AND MARK THE INDIVIDUAL 61 CLEAN THE SIDES OF THE STRESSING BLOCKAUIT WITH A STIFF I _L BRU.51•I PROR SLAB BOLSTER CENTERLINES. AT SM56ING ENDS THE CONTRACTOR SHALL TO FILLING THE STRESSING BLOCK0UT WITH GROUT. REFER TO THE STRUCTURAL SEPARATE TENDONS I 2-TENDON I" DIAMETER HOLES IN THE EDGE FORMS. AT MNTER"EDIATE ENGINEER'S MAIUNC�4 FOR GROUT TYPE AND PATCHING PROCEDURES. WHEN TE ENDON� INTO . TENDON ,SING JOINTS,NOTCHED OR SPLIT FORMS SHALL BE PROVIDED TO 44 GROUT 19 SPECIFIED,PTC RECOMMMS MASTER BUILDERS PRODUCT GROUPS SPACED WITH 2-INCH CLEAR " ILITATE TENDON PLACING. EMACCI R350 CI BE USED. CONTACT BOB WAN OF CHEMREX, INC. AT BETWEEN GROUPS. PROVIDE HAIRPINS 3-0 MIN.•• STRAIGHT STRESSING ENDS,NAIL A -WORAGES WITH GROMMETS SECURELY (2531165-2561 FOR THE PRODUCT INFORMATION OR VISIT T1,': CHEMREX WEB STRAND 5UPPORT5 -- AS REQUIRED BY STRUCTURAL DRAWING5 11"•• TRIM REINFORCING AS REQUIRED PLACE AGAINST EDGE FORMS USING R(1�a�N .DNC N,gILg SITE AT IUWJLHEM1REx,COM ,4Np LOOK FOR TMST' 1NF0RMtAtION, TO CC7t�INE TENDONS At EXCESSIVE SWEEPS.- __--- --_ - --- - - -- - - - \ MIN. BY ENGINEER ' Y BC�TTC>r1 BACK-UP BARS ALONG EDGES OF SLAB, INTERMEDIATE 1 M 56M JOINTS, ANG ADDED TENDON FIXED ENDS. MISCELLANEOUS � FFICF C Y • SUPPORT BARS MV TENDONS ACCORDING TO PTC PLACING 1.1 ALL THE ECUIPMENiT USED FOR HANDLING AND ENLACING TENDONS MUST REVIEW DETAILS AND NOTES SHOWWG PLACING €EaIENCE IN NOT DAMAGE OR DETERIORATE THE PRESTRESSING STEEL OR THE A TICAL AREAS. PLACEMENT OF REBAR I`UE, BE COORDINATED WITH ANCHORAGES. � J T C)F TENDONS. N CASE OF C041 QCT,TENDON LOCATION �S. 11 BURNING AND WIELDING IN THE VICINITY OF THE TENDONS IS �t 1 .C,8 DISCOURAGED. CARE MIUST BE TAKEN TO NW;F- TWAT TENONS ARE NOT - CONTINUOUS STRAND t ' CONDITIONS WAMAN , THE LOCAT ON OF THE FIXED END T 1 H ��y v©� �8OLI pppc° atepti SUBJECT 0 IGH TEMPERATURFb, MIEt.DI4r',SPARKS OR GRaND I I --- MAY BE MiEvt°RSED WITH THE La-ATION OF THE STRESSING CURRENTS. 44CWORAGE (1111th$Wovsl Roa Enghw of sword) 13 PTC PLACING DRAT INGa ARE INTENDED FOR TENDON AN SUPPORT BAR c TUAL PLACING SEaENCE OF TENDONS VARIES WTH THE TYPE OF PLACEMETIT ONLY. SEE ARCHITECTURAL AND STRUCTUR& DRAWINGS FOR min.1 6' MIN.-- CLEAR " TURE. ALWAYS REVIEW DETAILS AND NOTES FOR SPECIAL N EXACT LOCATION OF EDGE FORMS,OPENING,GHIANGES OF LEVEL AN IT0 6. FOR TYPICAL STRUCIUQE5 THE SEaAW.E 16 AS FOLLOWS: r-NX FINISHED C00MTE ELEVATIONS OF SLABS AAD BEAMS. O AL MM LAYW: PLAN VIEW AT OPENINGS 5WEEP DETAIL PLACE BANDED 1D4DOMa 14 ALL INSERTS FOR SIISpE'NDM MECHANICAL AND ARCHITECTU R& WOW - - +�. (S OG. )THEN DISTRIBUTED TENDONS, MUat BE C:A6T-N-PLACE, F A,DDITIOt4r4L FASTENERS ARE REWIRED, � �� _.1 POIIJIER-DRIVEN FASTENERS WILL DE PERMITTED ONLY MERE THEY WILL - _ MACM 5 ARE_A N01 SPALL T T CCNcNDONS AT AND NOT DAMAGE TRUE TENDONS. CONTRACTORS L :,-,�aD�IUNAI NHFOk.�„n>u�, HOWARD S. WRIGHT �1 tNC.OL TENDONS N W A FA61 LOCATE TENONS AT t14E SURFACE OF THE SLAB BEFORE DRIVING cwiuD �, ❑��'R>::♦;1�4Sc'ORC[CT[O L +� CON r Rl)(T1t1 , r0 A(.001ieDN4CE *HE APPkiOPRI TE TENDON TENER$. �„�.,�,�,�,.�.� -r PLACING bE4JErCE ABOVE, STARTING AT FIXED ENDS. 15 Alt, I'bCIC):T$AN CiOSIJRE STRIPS REQUIRED FOR ANCHORAGES MUST BE LG I U-�� vpxat.h+•s.,tia•M•-rce•- 3 TIE FIXED ENDS AO bH011i'1 CAP ANCHOR OTH GREASED FILLED CAP. ADECIUATELY REINFORCED 50 AS NOT TO DECREASE T1E STRENGTH OF THE [cT[D Dail. r: $ 14 rO` �� N ❑R[V95I A�'D R[SU6A iT _v- L Cn l� t-- OF t . ' AT 8?RE&bi'NCt c'TOa.REMOVE 61EATNNG FLUSH YA1H dllCr?C SIDE &1RUGIUNE. TM��"r+r b e���o.M s. To '� � OF ANC+FIORAC#CASTING, THE LENGTH PROM INSIDE FACE OF 600 ME* r Mr Arch. I rw-.,t�.eV*MWV dliN uw W**do W r.:h.Aro cfrvm i mm P•� � '. EDGE POW TO STRAND END MM W BE AT LEAST 12 NCEE6 PASS "k•^!+!"�^�»�,C- wft Dmmft camm.ry".'.,,,r -+-' � ' T90" TIM ANCI4ORACE6. w ,.w d Ow N„„■r,a 1pmica • Q� SLIDE ANCHORAGE CALLOIJT LEGENDMIA—* rr,;d.mr•I.w d r d%#a �• su�rnll Z O + •TIIE&birs JOINT$ I - NlI1DER O TENDA4S N dFOIE •, ��r..rw r!,n Mt 11• _ +� CAOT14G TO APPROXf1ATIE JOINT LOCATI01! RCi1'�OVE JUST TEHDCN CUT LENGTH YIE>,nd..p�,�.� M M 'RCL, CU ti , Eti01XA4 SINNED fM ,S TI'MG 0 awn _ N6U1lE PIIOPER S NO � �. 1REb6I4C". ELt7NGA IoW INCHED ■>a •d b1EATHND CAN REI'1AN N ANC�NORAC�E C"A6TR4G. PLACE �� a,�► +�,e° ' xft T►A1 EDGE FM AO NAIL A-HORAGE CASTING AND SPLIT Q� �- 1` 0XIT'ETb A6A1*T THF- NKX. 10 x 15'-0' p■6 O1 , Q (� �U > ; _ _ F b cum TOP I5ACK4P BARE ALONG EDGES OF SLAB N1F.R'EDIATE Zero Void Ercap5ulated 5�5terr �JOINT'S AND ADDED TENLXa4 Fow RAS. TIE BOTTOM APD �d-(P SAAB TO MCHORAGiES OR TE ID"AS b k%k L, L7 tJ'91"M Rift ADW: %"TO TENDON MMLES SWak _ ._ --- COLOR Cool: LTC ,NOP. Id11NCsS c' ?,U p1 II R41 g, TOW*UN 9100TH HORIZONTAL WIVES AT AND ORAC+ES AND •T t , �F[R : "OW AS bNf W FOR 1 01111i"1 TDOCI4b,PLACE CINE CHAIR � these shop i!I tret details f t PT F At ��'�C,INE p us a the eta s o he G o F,� p NTB�IIIGT101J OF TENDON GALAP AND DA.2 FOR DARED o ■r'r ,RACE CM C14AR AT EV1Pt1' OTHER NTEIMECTION OF TENDON SINGLE STRAND - g `Sy � I✓ � � E r 1 A�E>Aft(AM W� 0114Ei•M �M� ). tensioning item T w�; &red In conformance � 608 P TO,OA�~AV DAR TOKMW OW TEN )&*SHALL TWO STRANDS BUNDLED with the structural drawings provided to PTC by project owner' 9J�OLL9 AS UM N TWEE STRANDS BUNDLED IvOTG' or Its repre•entat.ve. PTG took no pert In preparation or + DAMGTLY TO BEAM blb"POItT N TO PREVENT THE POSSIBILITY OF OE-T FCA STRANDS BUNDLED review of said structural deelgn and PTG D!,4GLA11 15 ANI O� CEMENT PASTE ENTERING GROMMET L IABiI_ITY For It. The stamp or neat RIVE SneANDb BUNDLED AT STRESSINCs ENO, APPLY DAB C- J' L�'� 41 F- STRANDS DEAD-ENDED on these chop Drawings pertains only to the transfer of 4T�114>!s OPERAT1t7H r'MUbT UNDER TIME M"l�D1ATE CGNRICL OF MTElIhEOIATE STRESSING 6YrMD0� -St11BOL ORIENTATION DENOTES GREASE IN WEDGE POCKET OF STRESSING squired b the er Ineer of ►ecord on the EXPIRES: 12/31/2006 the Forces r y g ENF'�ICED N THIO T1'P'E OF�L 1IM6 PI:IIbON M1JWbT ANCHOR THEN SEAT ANCHOR FIRMl.1" - AN A CLOG 04KX MV RUBE CONTIG CP ALL OIMW O S. STRIEesI► � Ew DIRECTION OF PULL, SEE DETAILS structural drawings, and not to the adequacy of the �JQp• 05.x_0116 ADCW STRMD THIS SHIEEt. SEE TENDON �A�a,T RECOMMENDED BY PTC INC. �D SC�UARELY ONTO GROMMET AND structural deslgn. NO WARRA►JTI , EX�55 OR IMPLIED, PLANS FOR ANCHOR LOCATIONS, c ` WbN-AD EDT# SECURE ANCHOR TO EDGE FORM WITH RING-SHANK NAILS OR aCRfU!$, as to the adequacy of the strucurdl design is made by /� . rf; Ca14ATRUCTIONJOINT CONFIRM UJITN 5TRUCTUR4L DETAILS c virtue any �uCh stamp Or Segal l/FF�C l.o T 00 loll I -- rr ' LLL' Mn ITY 19TRIP CRt �ilij►iitilliliiu iiil nil"iiil�iiii IiiJull a Ili IHI I I (II m I I I rnn un uu I i Til~';nl nn u11 Ell lul I �O suf•III I Q I I Ill 13 14 1 I � ����� I I I e � � 1� 1 I� 1 21 1 2 I I I I I I f I I II I A I ILII I II 1 111 ILII ILII It 111 III II t tl I un nil ul lul ILII Nil III 111 III III Ulu nu uu ILII un i,u i u ul) 1 � 2 23 >1�4 E!s Zd 27 28 29 3( Mim arAli Ali ' 0*1 h" �h y: i y r