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Plans (29) n F T REVIEWED pp OFFICE COST REVISION y�ION REJECTED O REVKSE AOND RE UBMS NOTED THIS REVIEW LS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT. CRITERIA. AND INFORMATION GIVEN IN THE CONSTRUCTION DOCUMENTS. CORRECTIONS OR COMMENTS MADE ON THIS SUBMITTAL DURING THIS REVIEW DO NOT RELEASE ME CONTRACTOR OR THEIR AGENTS �+q ( �\ FROM COINS_RCE WITH REQUIREMENTS SHALT N THE RUSE R VI ANDSP S y h i e il t'A T AN ASSEMIIOHO REVIEW OFTH q SPECIFICIDA ITEMOM ONEN NOT I CONTRACTOR C ORW OF R ra[S EC S �FeYrj AN ASN OF WHICH THE ITEM IS A COMPONENT. THE CCONFIRME R AND TITER AGENTS ARE RESPONSIBLE FOR:DIMENSIONS TO BE CONFIRMED AND APPROVE") STANDARCORRELADS: At THE JON THAT T PETAINS 10 SOLELY TO CODES AND $7 ) ( 57-1 ) ( � y D®T T � STANDARDS:INFORMATION SHA1 PERTAINS ECHNI TES ME FABRICATION 1 1!`` Y PROCESSES OR IO THE MEAN METHODS. ECHWO S.SEQUENCES.AND AUG r 1 0 202� PROCEDURES OF CONSTRUCTION:COORDINATING THE WORK WTI A'LT OTHER F1 U G 1 TUTS TRADES:AND PERFORMING ALL WORM,IN A SAFE AND SATISFACTORY MANNER. ( t�Le 08/0 DATE,�2O10 CATENA CONSULTING ENGINEERS DAA 8Y �-rP rr lA I � -/�t� ^J f 2-3 85 i! 02 ,3upao ) 8 . pp J 88 bU!L DINGDIPViSit N at iN B? 2-TITEN HD VLX6kI A I B C 5 EMBEDMENT 1 2-TITEN HD 1hX6 _ f �� ,f� Digitally WIRdM arman, ® I 'S6MBEDMENT \ i 5 EMBEDMENT X •61 (TENHD½X6 V ocUsC )- _.— - _._._ _.—._. EMBEDMENT OLNNSmW P. . SA — Date.20Re.IA .20]'00' __. _ _ RfO PROAh.3 m�eS0 el NEED400 pU1/2X12 -- -- - T DISSDPE m OREGON o HE 'AA, I 1 SD"MaEe11: T RATTERM EXPIRES:1201¢p20 —11 se i y I. = engn eery,certifies tg,P.C.,as hat he stairs of thishe project are detailed as per AISC standards — except as may be modified by the contract I ` — documents only.We have designed the stairs and platforms shown on this E sheet only. — — — — ex We certify neither the completeness nor the s� - c�� adequacy of the design documents,nor take — — — $a responsible charge for any aspect of the as _ _ _ structural design of this project,except as _ noted above. rr s Sa on u ma o I- s mn n� ® c j: 8%A 1'-6% i 5''7i q 1,3 i 6'191h A q 8'-1'h e1 8'-71�L INSIDE OF STAIR INSIDE OF STAIR p A For Approval Only ! 021C8/2019 RS A B 0 For Field Use Esooz 12/20/2019 RS E9002 E93a� SEQ 9 STAIR 4 FRAMING PLAN REV. DESCRIPTION i DATE BY DVANCED` .. MOUE Welding&Steel Inc. iii5r)�ABR IFIEDR 257 Hwy 95 N.-Orangeville,ID 83530 PH(208)98YTBOB Fax 1208198}]521 'Ave PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: KB CHECK BY: RG IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR CONSTRUCTION LAYOUT BY: DRAWING NO. FAB BY: ®� �... v-4 CHECKED BY: E9001 A ( SA ) I ( SA ) 1'-0 11 TREADS @ 0'-11"(H-)=10'-1 1-7 pa 11 TREADS @ 0'-11•(+/-)=10'-1 yI 1,7 © , _ c a 4816 DET.i rn 4818 , —DBA4 ( SA ) 1 rz / L —.� tz tt TREADS a R'-,PFF).12-t 8 4 I L —1 4120MI • DET., L —1 ID 11 I w2axu.. 4 \ 11 71 TREADS @ O'-11'1'/-1=10'-t i a . sl4'1s lit = Iz L —1 q . o 74120 (- -1 m • p ® w24x55 L —1 o s. 1TB• o p a LT 1117.31 L _1 Of j L--_ /� 1 4 L -1 �1 1 (194'-0")---—- KT • 1 - i L —i 4 pp I: Iz l --' ------ - _-_ V. a''''''' '��H a� �— I • i 1.25 GAP RIL ( —I • . /OAP RBV _ J DET.2 // OTHERS a u F 4 w w Iv TETI LE s rr �� `_ J E90G1 / f_ --I 0 a de a I a m n9 T_ j ®REVIEWED ❑MAKE CORRECTIONS NOTED REJECTED 11 REVISE AND RESUBMIT DJ w t J1 CONCEPT. IS ONLY A O INFORMATION C FOR IGENERAL CONFORMANCE EN IN 1ME WITH CONSRVCTON DOCUMENTS. CORRECTIONS OR COMMENTS MADE ON THIS SUBMITTAL 1'WEDDE AN('' 'X5 y 51.EMBEDMENT a — J I DURING THIS REVIEW DO HOT RELEASE THE CONTRACTOR OR THEIR AGENTSM iv FRO COMPLIANCE WITH THE REQUIREMENTSOF THE DRAWINGS AND SPECIHEMONS.REVIEW OF A SPECIHC ITEM SHALL NOT INCLUDE RENEW OF L- I ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. THE CONTRACTOR AND Li/ 1 THEIR AGENTS ARE RESPONSIBLE FOR:DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE IOBSIIE: ADHERENCE TO APPLICABLE CODES AND A A ` ,-WEDGE ANC 1'gX51h STANDARDS; INFORMATION THAT PERTAINS SOLELY TO ME FABRICATION E98Ot 114EMDEDMENT PROCESSES OR TO THE MEANS.METHODS.TECHNIQUES.SEQUENCES.AND PROCEDURES OF CONSTRUCTION COORDINATING THE WORK WITH ALL OTHER TRADES:AND PERFORMING ALL WORK IN A SAFE AND SATISFACTORY MANNER. 0 810 7/202 0 DAA BB=BT DATE CATENA CONSULTING ENGINEERS BY E9U0 gOPROE8 GINEPOZ31w'IPE ` A For Approval Only 02/08/2019 RS STAIR MOVED 2"PER .ygOREGON ,, 0 For Field Use - �y20�ptg RS APPROVER COMMENT. s 'T'+NeEa+''�� REV. DESCRIPTION DATE BY SLAB EDGE WILL NEED co�RAnT11°- TO BE FIELD ADJUSTED TO ACCOMODATE NEW EXPIRES:12/31/2020 STAIR LOCATION. Eclipse Engineering,P.C.,as the specialty DVANCED' >nR SPLICE _ PLOhX12 engineer,certifies that the stairs of this �B "CERTIfIED 1 3/16, project are detailed as per AlSCstandaMs Welding&Steel Inc. (� T4 G 1/4 THICK PL 1/4 3/16r except as may be modified by the contract 257 HwyI )<FRITo R / 5169 HilB Kwik �--I documents only.We have designed the stairs 9s N.-cTanex 120 ID 82-75 7 Bolt TZ Wf MIN 4" PH(208)B8s-7B08 Fax(208)99Y7621 9702 EMBED and platforms shown on this E sheet only. PIPE1-145CH40 PlPE1-145LH40 �� We certify neither the completeness nor the D_D L5x6x3F4K0'-9• Ls la adequacy of the design documents,nor take PROJECT: TIGARD HIGH SCHOOL responsible charge for any aspect of the PROJECT#: TIG-814 n m structural design of this project,except as noted above. ADDRESS: 9000 SW DURHAM RD. 4120 1.25 3'5 LOCATION: TIGARD,OR 97224 W24X55 DETAIL 1 DETAIL2 DRAWN BY: KB CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR CONSTRUCTION LAYOUT BY: DRAWING NO. FAB BY: ®� m` �� ".� CHECKED BY: E9002 w m 8'-044 343% 3'-3 , 1'-1Y9 3'3 4'.1 EI I OY I 1 Al E' 41Y}fi VieB Pio.00A D'" 11003 ELoea HSS4X4X.375 11101 HS54X2X,375 I -—11001 _ _ HSS4X4X.375 I N REVIEWED ❑MAKE CORRECTIONS NOTED J. -- —:I; AREJECTEDu =h rl REVISE AND RESUBMIT THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN �'K CONCEPT. CRITERIA. ANO INFORMATION GIVEN IN THE CONSTRUCTION ywdDOCUMENTS. CORRECTIONS OR COMMENTS MADE ON THI$SUBMITTAL II IV ryM1fi 11868 �� I 'It8Q5/ DURING THIS REVIEW DO NOT RELEASE Mf CONTRACTOR OR THEIR AGENTS a I INAX383y ;j l]-EPLt11Y FROM COMPLIANCE wUH THE REQUIREMENTS OF THE DRAAINGS AND jZ 11�" 5 11]02 MSPECIFICATIONS.REVIEW OF A SPECIFIC ITEM SHALL NOT INCLUDE REVIEW OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT.THE CONTRACTOR AND -x'eati 1188002� 1HeE AGENTS ARE RDFONSIBLE FOR'OAIENSIOFO 10 BE CONFIRMED AND 'I PL&ef(714) oy CORRELATED AT THE JOBSRE ADHERENCE TO APPUCABIE CODES AND QUENCES..AND III I 1'102 -2 �11002 I STANDARDS; INFORMATON THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO THE_ H$$4X2X 37$ _ y HSS4X4X.375 PROCEDURES OF CCNSTP(ETON;COORDINATINGNS.METHODS. THE WORK EWIH ALL OTHER \ TRADES;AND PERFORMING ALL WORK IN A SAFE AND SATSFAC TORY MANNER. \�- _ 08/07/2020 DAA I 11004 -' - - ' `11705 DATE HSS4X4X.375 II• PLNBXSk CATENA CONSULTING ENGINEERS BY n it F P-g ^` PE _____......"it:y _ __ i� I n ti N OW I I N ��1. - ._. Tom- SAsafDPROF7wW _.-,-,II p ` 6 4.�GINEFy 0.4 908RTPE I -tr2 _.._. • �OREGON � I 1 WD�4BRR1•�R I 077RATTERMP i q — I EXPIRES 12/3LR020 x r-, -g6 _. a Iq, l,I = Eclipse Engineering,P.C-,as the specialty Rr `I IT'ij 17. s engineer,ce ifies that the stairs of this m project are detailed as per AISC standards '1-I-I I except as may be modified by the contract J - - m documents only.We have designed the stairs �'^ and platforms shown on this E sheet only. • - - _, __ We certify neither the completeness nor the i _ adequacy of the design documents,nor take responsible charge for any aspect of the 11.--- _ structural design of this project,except as i _ , ry„<f _i noted above. n I—G s • — �_ fi TAP, -.' 1pr=v-� .---. )� 4 4397 11703 — _ W16X26 N L PI hX2 00_ / we10 ` Approval On� uea3 neo3 A For Only 02/08/2019 RS < PLVOX321/2 j}( PLVyX321h o, — K\W16 1 0 For Field Use 12f20/2019 RS 4398W16X26 REV. DESCRIPTION DATE BY 17 A JB —74----- J E110D2 ._ E110U2 RI7� DVANC 1 • 4'-23/16 , 4'-23y5 3'$Y1fi DVANC �'* q. ' Welding&Steel Inc. i(Il5V•` CERTIFIED 207 Hwy 95 N.-GrangaMlb,ID 83530 <FABRICATOR Phi(208)983-7608 Fan(208)983-7621 �TMEa.A O SEQ 11 STAIR 6 • PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: EH (CHECK BY: RG IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR CONSTRUCTION LAYOUT BY: DRAWING NO. FAB BY: CHECKED BY: E11 OOI 0 ( SA ) • , 12 TREADS@11 jy.7=11'-0 • 12 TREADS @tI(H-p11'a 81-65A ' 7 O't3A 21-5 L 11705 r HANDRA0 s. E� 2-77A j J'.21h F HANDRAIL—:I .—�� 17i ��I Q DET.3 '• `` ••`\ \\\\..... Ill II� 6\ I 1'I TUBE MISC T.R E , G PER P7AN n ad a v` %li I p (206'-0') I _ w -— —•- -—-— PUBE_MISC o C �\ \ 11102 11802 n> ER RAN o a _ Y a o, �I, \ HSS4X2X.375 PL4¢X71A �-+ _ _ p iR E—E cc MIS x \ 0=D I �� _ �� r a m6 �'$� F 1---7 —i - t 11601 wwnRA4 l TIh 1 DETva�_� A DET-2 Iz 4°fis PUkX12 `srNR 1 ix �� a L —) n7 JI y 1 �� L _ A 11705 + I 11804 ^ ® _ r PL�e%9fi 11102 nl�e PLC' Xfi UD HSS4X2X.375 EREE" 18 y L —) ; $ + rc Li >�7 � L —T \: // y DETAIL I FI 9FAe v mil 12 TREADS @11♦/-pH'-0 4I� m °` ��--�I DETAIL2 I Ail. YP m L U' C t `^ :4 _,1802 11 11103 ,,..,, � PLYaX71A1,r, (2N'-0'�-—-—.—-—- __._- _ r... H6S4X2X3]5 w • r R HANDRAIL ui L4X4X E1TOat BOLT 5790089 wElp 11102 stilt E 77101 / PLA%383A� �TCE HANDRAIL 6 .. G H554%2%.375 H5S4X2%.375 / - DETAILS /n' pj ' D=D /� j u 87 DETAIL 4 / C^ , % GIRDER BEAM TAI DET.7 ,,„obi I iti gill A 2-7'A , 3'-zy2 w / DFy�.a R gip Zo Ty tryx / aI DETAIL5 sI 12 TREADS @ 11('/.).11'-0 T,v 9fi9i Tsas DET.5/ ''''I p-0 TVP x` +I� oN ry Y DETAIL 6 EY y1�' 1.0RENEWEO ❑RRI CORRECTIONS NOlEp 325 1 --77�� ~ 1 REPIEw u I AI REVCFAA„,1 WI MTI 7/B WIDE SLOT '1 ��-WEDGE ANC 1.X5ib co aE.Ie.RI o,Iu w.NEODMG1 CD GIVES 1x of EDNsiw°cicox n RErnC.O OR COWAN,CO NODE N no s At L4x4x3/16 G INS M EA,-RELEASE ME CONTRACTOR pOe me*AGENTS DET.7 I FROM c .NCE MT,NE R-wEmNrs mE DRAWINGS. IC.nom REVIEW OF.EReaee CEn Liµ'.Not INCLUDE REVERE OF DETAIL 7 ....aEMn.OF wNw GE TEN rs.CDNEONEN..DOCON@ACTOR AND o' B-0 'HEIR♦GENTS..RE E=ONONE roe.DA,ENSTONA w RE GONER/AM ANT g ^2 COY gnOKl ADHERENCE TO nR 9.E CODES AND ryrypp ^ O ENE CIION FAMOUS TECHNI0N TN,REMAINS YRIOA ECPNCER MIDD ICI TRAM WM�WEOG6NTWCiOW.OSFD W,RNG NE wORK TO,AIL iNDS nSSSKTORIIMNNGR W EI eroE 11103 -11101 GA ' HS54%2%.375 24'18 , 3'-11% 13e'h5 xzxs]s DALE CAlENA CONSULTING ENGINEERS BY t `1 - I - • m A For Approval Only I 02/0812019 I RS t . [ -11102 Hss4x2x.375 .--I' w �` 44.o PR°FEs D For Field Use 1 212 012 0 1 9 IRS y �.11y 1,e,`` r r J 11703 J _ __r � � fey¢NOINEFR'%y7 REV. DESCRIPTION DATE BY- s; t— J PUhx2 _ __ _ 11704 93889Pg 1 PUhx2 _ r<I r_ J I REMOVE 50.5900N5 -_ S" BOLT AFTER rein wELp AJO4REGON e 0 cc m �— Ali °�RATTER�PDVANC Y@p m EXPIRES,12131/2020 II�� X,CERTIFIED Welding&Steel Inc. J17 DB en F J f�4fi V 12 25 Hwy 95 N. G a ge lle,ID e3530 /4 FABRICATOR y'/ PH(208)983-7808 Fax(208)983.7621 AEC 1 J Eclipse Engineering,P.C.,as the specialty engineer,certifies that the stairs of this �",�,�� (— \ * project are detailed as per AISC standards PROJECT: TIGARD HIGH SCHOOL - ri \ except as may be modified by the contract 9 (— documents only.We have designed the stairs ADDRESS: 901x1 SW DURHAM RD. and platforms shown on this E sheet only. We certify neither the completeness nor the LOCATION: TIGARD,OR 97224 w adequacy of the design documents,nor take lie V responsible charge for any aspect of the DRAWN BY: EH I CHECK BY: RG IREF DWG: F=F structural design of this project,except as JOB COLOR: ORANGE AND YELLOW STATUS: noted above. CUT BY: FOR CONSTRUCTION C_C LAYOUT BY: DRAWING NO. -- ..... ^^, FAB BY: E11002 CHECKED BY: a 9 ( s7 ) (4 71 TREADS N 71(al-)10-1 F Y 11 TREADS®1 t(+l-)10'4 4'-e 67 ) I1-0 STAIR •N TP II� ,E F 'I I L I. © GIROER_BEAM I> I I in m 0410 4l I 82 w DETAIL 1 J 12 -IT--'.----- --- .---3 7 i II f— J04,10 ri 4 `- 11 ' ;)1 1 HANDRAIL p'L 4 `_ i 11 DET.1I ,11p,A. DET.1 Al f TVP x m 10 DETAIL2 - -V �z aim / J I TREAD I 1 N N I EWE(✓ MAKFCORRECIIONS N01En J arm+"..,,,.:7;..,:ro RR„0.N,R.„.MP htti —t -—- -—-—-—- -—-—-—-—-—-—-—- -- --- (19PU•) s - ------- --------------- -- -------- • 8A1E CATENA C0NSInmG NONEERs By A_A O=0 4tREp PROF,,,, 9 GINE sO tea` E� e. g 9ss57P, N ( S7 ) OREGON l 10'-1 4.9 -11 TREADS @ 11(a/-)1 D'-1 4,9 m° rFMeER„1 Mp it °jT RattEPM IEXPIRES,12,31/2020 1.-0 LEclipse Engineering,P.C.as the specialty - engineer,certifies that the stairs of this Sc( ) -—- 12701 project are detailed as per AISC_ -. PIPEt-1/45CH4° _ T - I I VTr --1-� - except as may be modified by hetcontract -F- $}��. T_ LI -- - documents only.We have designed he stairs and I . + I I T We certify rneithems rthe completeness n on this E tnorthe mI adequacy of the design documents,nor take responsible charge for any aspect of the Structural design of this project,except as noted above. d I lz t. I i • 1 I I tj/ 1 I 12703 f B 12702PL1X1 (f I' 0 I `0 I)-�f. A For AppovalOnty 07J0&2019 RS RS 0 For Field Use 1 I J II} 11 1r REV. DESCRIPTION ' DATE19 BY j r m I titi�y-��tl' I YI I EC FI� 1 II 1 DET.2 , • I m I. Welding re Steel lnC, `� UNCERTIFIED 12601 aivei-lscrlao I9 4FABRICATOR - - I 257 Hwy 95 N.-Giangeville,ID 83530 �,� Pl1iL2 1 t r_ - �- 1 PH(08)e83.]6D8 Fax(208)983-7821 Awed 1 • ( SD ) .-- L PROJECT: TIGARD HIGH SCHOOL C 2 'A--_ ----- ---- -- - PROJECT e: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 I DRAWN BY: EH CHECK BY: RG REF DWG: e-e JOB COLOR: ORANGE AND YELLOW STATUS: SEQ 12 STAIR 7 FRAMING PLAN CUT BY: FOR CONSTRUCTION LAYOUT BY: DRAWING NO. m..- ^" -. FAB BY: CHECKED BY: E12001 • ( 77 ) 1 j 11 TREADS @ 11=10'-1 57 4'-9 L 11 TREADS @ 11=10'1 4'-6 j -0 STAIR 1-0 �] III` V I 1 4 I © I• z H. 4231 y�. • 4 1$ I W12X14 jT1 DETAIL 1 ' II_ _I lj i 1 I II IC I I � f _IL 4 11 DET.1 A 1 ,.*`SC r—f- J 4 n DEr.t/ s Inn J F 1Rr m �� ®REVIEWED ❑MAKE CORRECTIONS NOTED y ♦ r REJECTED fIREVISEAND RESUBMIT n _ ry 1 NIS REVIEW R ONLY FOR GENERAL CONFORMANCE WITH ME DESIGN 1 I CONCEPT, CRITERIA, AND INFORMATION GIVEN IN THE CONSTRUCTION 1 DOCUMENTS. CORRECTIONS OR COMMENTS MACE ON THIS SUBMITTAL \� 1 J ( ROMO THIS COMPLEANCE VIEW DO NOT WIM THEELEASE THE ER DuIREmENTS OF CONTRACTOR E DRAWINGS AGENTS 1 I SPECIFICATIONS.REVIEW OF A SPECIFC ITEM SHALL NOT INCLUDE RENEW OF r J AN ASSEMBLY OF WHICH THE FEN,IS A COMPONENT_THE CONTRACTOR AND ///III 1 r THEIR AGENTS ARE RESPONSIBLE FOR.DIMENSIONS TO BE CONFIRMED AND ( ` - ��_I_ 1 CORRELATED Ai MF JOBSUE ADHERENCE 10 APPLICABLE CODES AND 1 STANDARDS- TO THE THAT PERTAINS SOLELY TO THE FABRICATION _ _ PROCESSES OR TO THE MEANS,METHODS,TECHNIQUES SEQUENCES,AND _ _ PROCEDURES OF CONSTRUCTION:COORDINATING THE WORK WITH ALL OTHER (194-0 --"-- - - TRADES:AND PERFORFNNG ALL WORK IN A SAFE AND SATISFACTORY MANNER. t' _----_—._ -- _ --------_- -I—._ 08/0I/202C DAA IDATE CATENA CONSULTING ENGINEERS BY I A-A I B=a `i,eet,PH0%, A'`'- E�OINEFq Dy 938671.5f_ TO _ ,FOREGON o n ( S7 4c AMBER'1'3'0 O'.6RA1-16.0' 1I TREADS @ 11 a 10'-1 4'-9 EXPIRES:12/3112020 4063 11 TREADS @ 1 f=10'-i HSSB%BX.375 ( SH I—- engineerEngineering. ,cert f es thatthe stairs Df ttC.,as the hisalry -+r__.__- 13701 -__ .—.—. _ . .—._ ___ P-0 Eclipse9 n9. ract PIPET-WSCH40 __ _ p f per AlSC standards ♦ - - T_. - • _r _ -r- except are detailed as modi ed the L I I documents only.We We have des g ed the stairs al and platforms shown on this E sheet only. I I. I.,, We certify neither the completeness nor the 1 I adequacy of the design documents,nor take I I I m responsible charge for any aspect of the ;, I I structural design of this project,except as ' I I 9noted above. re II r ‘ 2.--1 r j I I I 12 m � �, I t I D o s II I 1 1 I 1 T i • 6 0 — A For Approval Only __ 02I08/2019 RS I I ff For Field Use 12/20/2019 RS II I B 1 111 REV. DESCRIPTIONI. mAr _ �� f DATE BY II I I 4 f I I I I I ul o, 1 v -14 DVANCED.5 hi 13702 13601 Welding& Steel Inc. �CERTIfIED� ♦ -i PIPE1-1�SCH40♦ P X12 I _. - �� lle,ID 83530 � 4FABRICATOR 1 - _-� _. - _. u PH(208)983-7608 Fax(2Da1983-7G2, ( sJ ) L l `1, -� r f PROJECT: TIGARDHIGHSCHOOL "6044 (194'-0". ^l �.- __ _ PROJECT#: TIG-f114 svox31 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 C-c SEQ 13 STAIR 8 FRAMING PLAN DRAWN BY: KB CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR CONSTRUCTION LAYOUT BY: DRAWING NO. FAB BY: ...- .,,- CHECKED BY: E13001 f ( SE ) P-0 11 TREADS 11=1P-1 A 5V o I 4 • STAIR ` M ( b3 )(isc-o•) ! I di i •4--., IF ill 48,7 4'1 ih o L5X3%Yp . I INSIDE OF STAIR \DET.1 \ �4� I I❑ —- _— W2X14 Ap 07 jq 4 DO TYP F, li „ 1 1 Sp,, I I^ 'l DETAILt 1 Wp .f' I it L�gr REVIEWED ❑MAKE CORRECTIONS NOTED • f I REJECTED Ix ■— ■III Fl REVISE AND RESUBMIT W '1 THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WIN THE DESIGN N CONCEPT, CRITERIA, AND INFORMATION GSEN IN THE TS mADE ON TAD SRUCTION N I I DURING THIS REVIEEWRDOilONS OR NNOT RELEASE THEECONTRACTORR OR MHRpBmITTAL AG AGENTS p�,� I '- FROM COMPLIANCE WITH THE REOUIREMENR OF THE DRAWINGS AND 1p� SPECIRCAPONS.REVIEW Of A SPECIPC ITEM SHALL NOT INCLUDE REVIEW OF e� A III AN ASSEMBLY OF WATCH TEE?EM IS A COMPONENT,THE CONTRACTOR AN9 1--1----i c�kAZ �I THEIR AGENTS ARE RESPONSIBLE FOR:DIMENSIONS TO BE CONHRMEO AND Y CORRELATED AT THE IOBSITT TADHERENCERAINSTO APPTOAT E CODES AND N 1 \\I\\ LL STANDARDS, IWORM PON METHODS, NB SOLELY ?O THE FABRICATION / R f �� PROCESSES OR TO ME MEANS.METHOD$,TECHNIQUES,K WITH ALL AND m m �1I PROCEDURES OF CONSTRUCTION:COORDINATING THE WORK WITH ALL OTHER s TRADES,AND PERFORMING ALL WORK IN A SAFE AND SAIISFACTORT MANNER. w ®1 w Q !6I 08/07/202C DAA m DATE CATENA CONSULTING ENGINEERS BY t WEDGE ANC 4X5/7- I - — 5 1/4 EMBEDMENT N Pa PED PR OF A—A _I — i S�I FS e,KSGTNeFR SOS 9 I_ 93%]P� mF OREGON ( SE ) ,,I�,-- III .f�,G�MeE M�PPa�2 2TRAITE 11 TREADS 11=70'-1 i.e 1 — — I EXPIRES',1v3112020 _ it Eclipse Engineering,P.C.,as the specialty — engineer,certifies that the stairs of this �� project are detailed as per DISC standards except as may be modified by the contract 1��7 documents only.We have designed the stairs ie pia and platforms shown on this E sheet only. j �� .,� We certify neither the completeness nor the adequacy of the design documents,nor take responsible charge for any aspect of the 9 structural design of this project,except as (194'-p')—- jl: noted above. 1 —7 W SEQ 17 STAIR 9 FRAMING PLAN L \DEr.t L paz `y A For Approval Only I sN Y 0210812019 RS 7 gs o 0 ForOE Field Use 12/20/2019 RS —) REV. DESCRIPTION DATE BY A. - Iz L —1 ER Welding&Steel Inc. vr,� u BR IFIEPR L — Li 257 Hwy 95 N.-GrargawYe,ID 83530 • 4 m m PH(208)983-7608 Fax(208)983-7621 J i� m > w a w PROJECT: TIGARD HIGH SCHOOL 1 WEDGE ANC 314%51 - PROJECT it: TIG-814 5 is EMBEDMENT ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 B-B DRAWN BY: KB I CHECK BY: RG IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR CONSTRUCTION LAYOUT BY: ,,,,, DRAWING NO. .. -- """° FAB BY: CHECKED BY: E14001 w ( sl2 ) ( s2 ) • 1sa4 i6'-334 • 1'-1) , 3'431 ` 3-EV2 7 8V2 i 1 f a T+ 16703 eV' . / in n LL_—� o I_ - - - - Lf U 10,10. RII I — le mLA 4 ♦ w • • a-E A-A Fl REVIEWED ❑MAKE CORRECTIONS NOTED ( S2 ) REJECTED 11 REVISE AND RESUBMIT THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WE-I ME DESIGN CONCEPT, CRITERIA. AND INFORMATION GIVEN IN THE CONSTRUCTION DOCUMENTS. CORRECTIONS OR COMMENTS MACE ON THIS SUBMITTAL DURING THIS REVIEW DO NOT RELEASE THE CONTRACTOR OR THEIR AGENTS FROM COMPLIANCE WITH THE REQUIREMENTS OF THE DRAWINGS AND ( SJ ) ♦ SPECIFICATIONS.REVIEW OF A SPECIAL ITEM SHALL NOT INCLUDE REVIEW OF -----'---'-- ----- ---- ---_. ___ AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT.THE CONTRACTOR AND THEIR AGENTS ARE RESPONSIBLE FOR:DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE IOBSRE: ADHERENCE TO APPLICABLE CODES AND STANDARDS; INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO THE MEANS.METHODS.TECHNIQUES.SEQUENCES.AND PROCEDURES OF CONSTRUCTION;COORDINATING THE WORK WITH ALL OTHER TRADES:AND PERFORMING ALL WORK IN A SAFE AND SATLSFACTORY MANNER, 16731 08/07/2020 DAA r ® �---T%PE1-143CR40 T , R • I DATE CATENA CONSULTING ENGINEERS BY L _r J A For Approval Only g7J06 20l9__,I.RS SEREo PROFt.S 0 For Field Use _ .- 1712W2019 RS w W,e 4V.GINEEp op REV. DESCRIPTION DATE BY 8, h 90887PE ,I, OREGON o 1. s�R,.RATT-°- DVANCED OrRATTER°1'FrTry, EXPIRES:12131/2020 k Welding&Steel Inc. (+5C 0diCERTIFIED ;ZFABRICATOR 257 Hwy 95 N.-Glanaevllla,ID 83530 Eclipse Engineering,P.C.,as the specialty PH R08)BB3-]BOB Fax(20e)Ba1]621 �'►swT' A I engineer,certifies that the stairs of this project are detailed as per AISC standards PROJECT: TIGARD HIGH SCHOOL except as may be modified by the contract 16702 documents PROJECT PU0X2 16703 only.We have designed the stairsSS#: TIGA74 _ Q=U,pxz and platforms shown on this E sheet only. ADDRESS: 9000 SW DURHAM RD. — s - a. s 3 =a _ We certify neither the completeness nor the LOCATION: TIGARD,OR 97224 A adequacy of the design documents,nor lake responsible charge for any aspect of the DRAWN BY: EH CHECK BY: RG REF DWG: structural design of this project,except as JOB COLOR: ORANGE AND YELLOW STATUS: SEQ 16 STAIR 11 MAIN LEVEL HANDRAIL noted above. CUT BY: FOR CONSTRUCTION LAYOUT BY: DRAWING NO. FAB BY: m R� CHECKED BY: E16001 1 ( S3 ) AI 1 9 5dlk INSIDE STRINGER A -4056 EB/ ,''II ' HSS4X4X375 i'0 I 4187 11 TREADS�d-ii"(H-)=10'-1 6 ( SJ ) - II W12X74 - - - - - - _. - - - _ - ..1 4°33 �j � ylA W8X31 _ - -- • • a 1111 .t� w o o s Illia74‘1 Ora DET.1 �,.y. 77 11 REVIEWED D MAKE 17 REVISE AODRESUBMIT NOIED TYP : REJECTED 'T'\ �U THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN a CONCEPT, CRITERIA, AND INFORMA¶ON GIVEN IN THE CONSTRUCTION M6\ U DOCUMENTS. CORRECTIONS OR COMMENTS MADE ON SUBMIRAL / t' -- - - — - _ — _ a _ _ a DURING THIS REVIEW DO NOT RELEASE THE COMPACTOR OR THEIR AGENTS 1 FROM COMPLIANCE WITH THE REQUIREMENTS OF THE DRAWINGS AND C/°°/ N SPECIFICATIONS REVIEW OF A SPECIFIC ITEM SHALL NOT INCLUDE REVIEW OF • H AN ASSLMBLY OF WHICH THE ITEM IS A COMPONENT.THE CONTRACTOR AND — o THEIR AGENTS ARE RESPONSIBLE FOR: IONS TO BE CONFIRMED AND J f CORRELATED AT THE JOBSIIE: ADHERENCE TO APPLICABLE CODES AND ,' STANDARDS, INFORMATON THAT PERTAINS SOLELY TO THE FABRICATION TR ^ ' PROCESSES OR TO GIE MEANS.METHODS,TECHNIQUES,SEQUENCES.AND PROCEDURES OFFORMIN CONSTRUCTION:ALL WORK THE WORK WITH MALLANNER OTHER TRADES:AND PERFORMING ALL WORK IN A SAFE AND SATSFACTORY MANNER. (.1�'-0'�- — — — — — — -- 44 °sionzozo DAA t,, w DATE CATENA CONSULTING ENGINEERS BY 1 DEL.2 . e6D PROP® A—A Typ - - - - - - __ - - __1 Qo 4dpsh GlN Qyi s3es7 _ _ - - - ,, OREGON w SO AFMBEn+'T'P• ° .RATM'''. • • EXPIRES:12/312020 Eclipse Engineering,P.C.,as the specialty (-'"�1 engineer,certifies that the stairs of this �-F-' project are detailed as per AISC standards 1'a II TREADS N 01-11'(Hr-)=10'-1 6' 1r - - - - - - - except as may be modified by the contract II .1 documents only.We have designed the stairs and platforms shown on this E sheet only. ad� We certify neither the completeness nor the Yi ',r a adequacy of the design documents,nor take responsible charge for any aspect of the • structural design of this project,except as ix,- - noted above, 5328 , W14X22 -I a f� 1 '' SEQ 17 STAIR 12 FRAMING PLAN A For Approval OT! I 02108,12019 IRS 12 Y 0 For Field Use --_ 12/20/2019 IRS • i`�, REV. DESCRIPTION DATE i BY --7 L 7601DVANCA --- -- C12X25.7 .., 17601 C12520.7 Welding&Steel lnc. ■(s`d1 �N_CERTIFIED Z. 6� EDGEPL TOWF 257H 96N- .1 i QFABRICATOR 4187 6 8e Grengevilk.ID 83530 2 L W12X14 PH(208p 983-7808 Fay 12081983-7521 91•9•` •r. PROJECT: TIGARD HIGH SCHOOL 5318 B=8 W14%22 4187 • PROJECT#: TIG-814 W12%14 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DETAIL 1 DETAIL 2 TVP PIP BY: KB CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR CONSTRUCTION LAYOUT BY: DRAWING NO. FAB BY: mW. CHECKED BY: E17001 0 • y • 1'-6 v 11 TREADS N 11=10'-1 A V-0 © ( 53 ) I w 'W III I t2' 1 -I-, 1b (1�-0) A '�Y �q ® A P:I r,_. Illt :- ,:. 1 11[ 0. ~—� ,8.10'`'.' m DET.1 s s W 2%14 4• ma _ — _ — ,S6 DETAIL I 0 izi REVIEWED Lo ❑MAKE CORRECTIONS NOTED ¢ • �' c �' IC— _ _ _ _ _ j REJECTED n REVISE AND RESUBMIT y 1 12 THIS RENEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGNIW ry 1 CONCEPT. CRITERIA, AND INFORMATION GEN WITHE CONSTRUCTION DOCUMENTS. CORRECTIONS OR COMMENTS MADE ON THIS SUBMITTAL O. p1 TNT cm DURING THIS REVIEW DO NOT RELEASE THE CONTRACTOR OR THEIR AGENTS N 1� �X FROM COMPLIANCE WITH THE REQUIREMENTS OF THE DRAWINGS AND u5 `^—I SPECIFICATIONS.REVIEW OF A SPECIFIC HEM SHALL NOT INCLUDE REVIEW OF LL I m 11Be 11�1 AN ASSEMBLY OF WHICH THE ITEM L A COMPONENT.THE CONTRACTOR AND Q THEIR AGENTS ARE RESPONSIBLE FOR:DIMENSIONS TO BE CONFIRMED AND tt CORRELATED AT THE JOBSITE: ADHERENCE TO APPLICABLE CODES AND imp U STANDARDS: ITN ORMATION THAT FERTANS SOLELY TO THE FABRICATION El PROCESSES OR TO THE MEANS,METHODS, 1ECHOU SEQUENCES.DSENCES.AND y'I PROCEDURES OF CONSTRUCTION,COORDINATING THE WORK WITH ALL OTHER TRADES;AND PERFORMING ALL WORK IN A SAFE AND SATISFACTORY MANNER. 08/07/2020 DAA 1 WEDGE ANC ay'X51h DATE CATENA CONSULTING ENGINEERS BY f:,51A EMBEDMENT - — — - -- — — Ca BRED PRopFa 4. us A-A 453"S 0,GINfFR '0 Y I 2 B3B8] OREGON a P 1 ,sb'Ogees"' ? 0 RESR2TTERJF Ji E%PIEe'12/31(2020 G 1 Eclipse Engineering,P.C.,as the specialty engineer,certifies that the stairs of this project are detailed as per AISC standards 1'-6 11 TREADS @ IT=19'-1 6 -- — — — — y except as may be modified by the contract documents 1i only.We have designed and platforms shown on this E s the sheet only. 1.1 We certify neither the completeness nor the _ _ _ _ adequacy of the design documents,nor lake € - 4---illIllIllt responsible charge for any aspect of the (191V-0') - PrI li ..POlt _. 14 stmclural design of this project,except as noted above. m zo 0 �: - - - - I- Jl. ( SG ��-- A For Approval Only _... 0 210 812 01 9 IRS — —14'-1 Ih 0 For Field Use 12/2012019 ' RS A NOV DESCRIPTION DATE BY 4 A,,BP INSIDE OF STAIR -F- ,E, 11 ,12.1' ' - 1— I. DMT.1 4'3 �� _ r i n CLEAR �- SEQ 18 STAIR 13 FRAMING PLAN F no 12 DVIINCED y NJ `_ J --1Welding&Steel Inc. 1I5r "CERTIFIED 257 Hwy 95 N.-Grarge,10e,ID 83530 ° ;It-FABRICATOR _ J PH(2081983-7808 Fax(2081983-7621 'OFF> —1 5 m - J PROJECT: TIGARD HIGH SCHOOL PROJECT In TIG-814 I m 0 wQ1j ADDRESS: 9000 SW DURHAM RD, rii LOCATION: TIGARD,OR 97224 1-WEDGE ANC •X5/2 DRAWN BY: KB CHECK BY: RG REF DWG: 51-EMBEDMENT JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR CONSTRUCTION B-B LAYOUT BY: DRAWING NO. FAB BY: ®"• s-W. ^••^ CHECKED BY: El8001 " A 6-0 - 12'-B --- . ;Ta'16 • 21703 PLIhX2 21702 -s� _ - �1 1��',. PVhX2— _ g M q _ _ �w wl 11 w e "T _ - O I—I—III lu m -. . = TRANSITION 0 m C_C \ o WALKING SURFACE `TRANSITION A-A ilREVIEWED ❑MAKE CORRECTIONS NOTED REJECTED El REVISE AND RESUBMIT t-0 THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN _ 12'41 ''-0 e-0 CONCEPT. CRITERIA, AND INfORMAt10N GIVEN IN THE CONSTRUCTION DOCUMENTS, CORRECTIONS OR COMMENTS MADE ON THIS SUBMITTAL - , DURING THIS REVIEW DO NOT RELEASE THE CONTRACTOR OR THEIR AGENTS FROM COMPLIANCE WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS.REVIEW OF A SPECIFIC ITEM SHALL NOT INCLUDE REVIEW OF AN ASSEMBLY OF WHICH ME ITEM IS A COMPONENT.THE CONTRACTOR AND THEIR AGENTS ARE RESPONSIBLE FOR'.DIMENSIONS TO BE CONFIRMED AND 13 CORRELATED AT THE JOBSITE', ADHERENCE TO APPLICABLE CODES AND STANDARDS: INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO THE MEANS.METHODS,TECHNIQUES.SEQUENCES.AND PROCEDURES OF CONSTRUCTION.C00RDINATINGTHE WORK WITH ALL OTHER TRADES:AND PERFORMING ALL WORK IN A SAFE AND SATISFACTORY MANNER. 08/07/2020 DAA n DATE CATENA CONSULTING ENGINEERS BY Ps- se -n W ,eso PROpE.., 4v0 wNOI N EE-A S02 4 s .g TRANSITION tY3867 tu OREGON WALKING SURFACE J"ar v° SE, F4BERT3' : TRANSITION OrPRgTfE3 EXPIRES:12/312070 B=B Eclipse Engineering,P.C.,as the specialty engineer,certifies that the stairs of this project are detailed as per AISC standards except as may be modified by the contract ( S7 ) documents only.We have designed the stairs and platforms shown on this E sheet only. We certify neither the completeness nor the adequacy of the design documents,nor take responsible charge for any aspect of the structural design of this project,except as ( SH �- - - - __- - --._.—._.--_.-- - - _ - - ._.—.—.—.—.—. - -— {^t noted above. 21701 W - . p r PIPE1-IlSCH40 T -Ir -r , -r q r_ .7 A ! For Approval Only I 0 210 812 01 9 !RS 0 I For Field Use 1 212 01201 9 IRS REV. DESCRIPTION DATE BY 4-61 21702 81 r•BB:� j DVANCED.. k•�a , Welding& Steel Inc. tilt CERTIFIED I 257Hwy95N.-Grargeville,ID33530 "�<FABRICATOR PH(208)983-7808 Fax(208)983-7621 Awe 0 re- PROJECT: TIGARD HIGH SCHOOL I: PROJECT4: TIG-4114 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 lb DRAWN BY: EH CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: 6'-91k CUT BY: FOR CONSTRUCTION SEQ 21 RAMP 1 LOWER LEVER HANDRAIL LAYOUT BY: DRAWING No. FAB BY: . ...,. CHECKED BY: E21001 z09414 3'3"he • fd 25.111 i-s • 22702 PIP T ^H40 Fd�� MED TRANSITION WALKING SURFACE 2,1 TRANSITION A-A 24'81,116 6,6146 T4 25.1112 I'-0 6 22701 PIPE1.1 CH40 12 • • ( S12 ) m TRANSITION WALKING SURFACE TRANSITION B-B ( 512 ) 22702 p -r 1 T T PIPE1-14ISCH40 T T T Q �* J A For Approval Only 02/08/2019 RS 0 For Field Use 1212012019 RS REV. DESCRIPTION DATE BY DANCE .�. Welding&Steel inc. � lb J FABRICATORR 257 Huy 95 N.-Orangeville.ID 83530 PH(208)983-7608 Fax(208)983-7621 - 22701 PROJECT: TIGARD HIGH SCHOOL i i t PIPE1-1/45CH40 i 1 i i PROJECT it TIG-814 � 1 d _} ADDRESS: 9000 SW DURHAM RD. B J LOCATION: TIGARD,OR 97224 ( SO ) - DRAWN BY: EH CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR CONSTRUCTION SEQ 22 RAMP 2 UPPER AUX LEVEL HANDRAIL LAYOUT BY: DRAWING NO. FAB BY: CHECKED BY: E22001 lk • 14'-14i8 2040 1 r-0 Iri -0 12 —29702 ( S7.1 ) ( SB ) PIPEIJ4SCH4U 1 a ( so ) --- - j - - - - —1,- — ffi I 1113il. • m i WALKING SURFACE TRANSITION TRANSITION II AA I I I I I I I I 14 -111). 9156 L 12'-0 1'-0 12 n-1kSCH40 I I I a • m `WALKING SURFACE TRANSITION �a �n_ \ ' wa `TRANSITION 0 B=B A For Approval Only 0210812019 RS A B O For Field Use 1212012019 RS I REV. DESCRIPTION DATE BY SEQ 23 RAMP 3 LOWER LEVEL HANDRAIL DVANC Welding&Steel Inc. (jpCEPTIFIED TOR 257 Hvry 95N.-00 Fax(ille,ID 83530 PH ROB)983-7608 Fax(208)983-7621 ng PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: EH ICHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR CONSTRUCTION LAYOUT BY: DRAWING NO. FAB BY: CHECKED BY: E23001 LOOTH FIELD BOLLS EPA 111Y „ x ' '"QXpIOW °° BILL OF MATERIAL x WEDGE/2A JNAYrz o5,rz 4'el � 29w92 , L1 Piece Minor Length Steel m9ols Sa9oo,) �,i 9'� TH — „ r Oty Mark Mark Description R.-In. Remarks Grade 2 � / II II n ill II II II 11 rl II [a II '. '� p Sevekv‹,. II I I I I 'I I I II II I I I I I ILL= I 1 Ili" q I2v a,ua STAIR im 1 9801 PL112812 1X-378• sa sB`�' III I II 1 II II II II I I I I * 2 a981 13X3X114 0'J" ua LII I I J I I I I I I I I I I I I � j. asoH3 Lsx3xva a-11n" au II I 11 '1 11 II II II I L I II \ `A � AI `�� ms 1 psoa-1H1s116• r>s 1 07 516Ne, a 1 DHs: Qr `� 1 &DOS PU2GBX2I915 e•-11n• xrz I I I 1 NI II II I 'I 11 I I v, I WE 1 p9008 PL1X5 0'-101n• .R I I II 'I 1'I II 11 I 11 ''.I II I 11=11 +o p9009 R12008231116 e•-1112 ma .. III II 1 1 I _ A=A a=e 1 psolz R112)(513/16 a-r ES I I 11 II II I ( i1 1 I _O ' m TOTAL WEIGHT: 1588 - m I I II II 11 II I I IV I z II II II II I !I i I II II I 445e II 1 II II 11 1 II II II I 111121 f !I 11 II 1 I I I Ii I si,a r 1I II I I I II I It I I II I I I I I I 11 11 ( ncX w6LD) 1 II I 1 II II 1 _ _KI 1 i II II I I II II 1! /I m ��n r I I I k I II i LSp a31 CM, i„I R EI I 11 1 I I I I I I I I I I I x c=c I ilk 1 !I 11 1 A 11 11 11 !1 4 D=D s Soo]) CCCC 9eot) ,-gml (pio01 r 2-Ni al n 1F-FNUPL1'tX12x19.3L41 �IHIe IV-`015 ~ N 4 I,iPfM6®1,'1'1-`10'.1 y at Ie r — ZVI ' �] I _ _ • I TrP r r®,¢ 7 ; a. ,� (osom I — m c A For Approval Only 02/08/2019 RS J i '''A,- ,' ,' —] -My 0 For Fabdcalion 1 212 0120 1 9 RS I DETAILI REV, DESCRIPTION DATE BY 12 _ _1 I w 1 5 m F VVA1V ell ilk... -) —] W257 eldin Ng. &Steel Inc. (�I5�,T/91))4FASRTcnTOD j —] P6(208)983-76 5 Fax(208)983--7621 4.044 DET.1 / q$ ' 1 HOLES: AS NOTED ] BOLTS: AS NOTED I —] WELDS: E70XX I PRIMER:SWSSG PREP:SSPC-SP3 _] LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL a SIDES A 1 n m ` PROJECT#: TIG-814 ...r / _x ADDRESS: 9000 SW DURHAM RD. a6Ml 'e." LOCATION: TIGARD,OR 97224 1- .p tK91e DRAWN BY: RA CHECK BY: RG REF DWG: rs'k JOB COLOR: ORANGE AND YELLOW STATUS: Ppy� CUT BY: FOR FABRICATION ONE-STAIR-9601 LAYOUT BY: DRAWING NO. FAB BY: GRID LOCATION ELEVATION E- EF 9601 va ST. s -SA , 4-2- R 1,, CHECKED BY: V,' HD LE TEEN R °`' BILL OF MATERIAL Piece Minor Length Steel Qty Mark Mark Description Ft-In. Remarks Grade STAR 1 9602 P1112512 I3'-7' 6. 1 a9002 15252115 8'-1 1/2" nz 2 m9002 P11122613/16 t'-0" or (oeooe ncoo3 1 m9003 PL92212 13'-T ra n 1 m9059 121.11229112 1'-2" AM 12 1 If I I C 1 m9060 PL112X91,2 1'-2" :1 P9005 PL12GaX2Il/16 8'-1 1/2" est I I I II i I p9007 FL12G9X261116 a'-1 1/2" (papp,) J n I I I 2 p9008 PL1X6 0'-10 112' ..x • 11 p9009 P112GaX231116 6-i 1/2" .m �} I I II I J ^I TOTAL WEIGHT: 1717 n I I I I ,'.3 S16 11'0.s S I I I s a I III I I I ", 2 9') 4, ., _ II I I I I I II 1$I • M I I I II �'11 0&1 'ie b ,, IIIMI I II II I I I, '-W e.� I I u I r u �' I II l 1 k WP LJ I2-9rp _ I 9 ■� �. �� SS 2RIDES blhIMP �.--q--!!I A A_A 999010 960R 8=8 C-C • <'wa n II'9V2(PLVtx,2aMT) ivP 1$,6 11.81V16 9'6 \ n IWa 11 TREADS 011'=10 wes1IIS e I — �` .111==.1. 11.111Pr-_AdiMird .-610 ,'-2992.' <__. 3rd PARTY INSPECTION REQUIRED „.e —� 1 =29�9, Type: UT/MT �\A�a° DETAIL Performed By: J „4 Fp_ J A For Approval Only 02/08/2019 RS __.J1 0 For Fabrication 12/20/2019 RS REV. DESCRIPTION DATE BY �- ',y ' 11 PPLLC,S . —_\ DN/1NCE (I§). Weldin Steel Inc. �CERTIFIED9 <FABRICATOR �— DET.1 P57 H208 96 3--00 Fan(201083-76 t PH(Hwy95N.-Gr Fm(M8)983530 . F___A 1 HOLES: AS NOTED g n,99oz�,� r_--� BOLTS: AS NOTED �ii WELDS: E70XX s �� I,' I PRIMER:ALL STEEL THIS SHEET IS GALVANIZE BREP:SSPC-SP3 �I LOCATION/EXPOSURE: II= 4 - PROJECT: TIGARD HIGH SCHOOL V s• PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: KB (CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: SHOP NOTE: Hot Dip Galvanize after fabrication.Seal weld in CUT BY: FOR FABRICATION addition to welds shown.Shop to provide weep LAYOUT BY: DRAWING NO. ONE-STAIR-9602 holes as necessary for Galvanizing.Attach metal tag stamped with the Ship Mark to all Galvanized items. FAB BY: GRID LOCATION ELEVATIONE REF CHECKED BY: 9602 sa,sa.SA 201-9 r,'yxT1 FIELD BOLTS I LENGTH BILL OF MATERIAL Piece Minor Length Steel Oty Mark Mark Description FL-In. Remarks Grade L HNNOPAIL 1 9701 PIPE1.1456840 13'-2 1/2" As, 3 m9004 R94 0-2 1/2' N< 1 m9006 PIPE14143CH/0 1'-1 7/8" Kr 1 m900] PIPE141SCH/0 0'-2 15/16" sr 1 m9D08 PIPEl.I4501141 0'-215/16" Ln 1 m9055 RB4 0'-211" Lv 2 89010 PL1/9X11r2 0-1 1/T .x TOTAL WEIGHT: 36 10 • f °Itr' T _ (m9 W 12'-0106(PIPE1 1kSCH40 x 13'-21/2) I 11'-01816 T-013116 6`h6 3'-8`116 3'AN16 3-17/a 8s i 91\86 EQ EQ , 3' A-A A (m9UA6) n ® mm55 M 11k 11k 2.'9e'31 \1\�6 OA1h / iTm 40 j Ft ,„ I 12 aA lIS EOLL'r£-0 Tslik. _ m9041 V`�v'\' .y^ A For Approval Only 02/082019 RS 0 For Fabrication 12/20/2019 RS i 1 PER SHOP CALL 01/0 612 0 2 0 RS REV. DESCRIPTION DATE BY DVANC j e�, Welding&Steel Inc. q15� "CERTIFIED 257 Hwy 95 N.,Grangevile,ID 83530 FABRICATOR PH(208)983-7608 Fax(208)983-7821 'Nam tlX HOLES: AS NOTED NOTE: BOLTS: AS NOTED HANDRAIL TO BE ALL WELDED CONSTRUCTION WELDS: E70XX REMOVE ALL BURRS, SHARP EDGES,AND LEAVE PRIMER:ALL STEEL THIS SHEET IS GALVANIZBREP:SSPCSP3 SMOOTH TO THE TOUCH LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PAINT NOTE: PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. HANDRAIL TO BE PAINTED AFTER GALANIZING LOCATION: TIGARD.OR 97224 DRAWN BY: GS CHECK BY: RG REF DWG: SHOP NOTE: JOB COLOR: ORANGE AND YELLOW STATUS: Hot Dip Galvanize after fabrication.Seal weld in CUT BY: FOR FABRICATION addition to welds shown.Shop to provide weep LAYOUT BY: DRAWING NO. ONE- HANDRAIL-9701 holes as necessary for Galvanizing.Attach metal tag stamped with the Ship Mark to all Galvanized items. FAB BY: GRID LOCATION ELEVATION E-REF CHECKED BY: 9701 SS-SD/SS-SA o -0 L3/L6 1%u1 arI FIELD MOE I LEVGrA BILL OF MATERIAL Piece Minor Length Steel Oly Mark Mark Description Ft-In. Remarks Grade HANDRAIL 1 9702 RPEI-II43CH40 13'-0 15/16" •m 1 m9008 PIPE1-IASC2140 0'.2 15/16" MI 1 m9010 PIPEFIa86Ha0 1%17/r EDL 1 m9012 PIPET-1I4SCH40 1'-3 m I m9014 PIPEI.I/4SCH40 C2-59/16' ,W 3 m9056 R84 0'-2 3/4" roe 1 m9057 864 0'-2 3/4" en 1 09010 PL118XI112 0'-11/2" Ne TOTAL WEIGHT: 38 mmta (TAM nox mm03) - 0 z 13'-214}61PIPE1-1400640 x 13'4l'h6) 1'-11416 .SIh 3'-tA6 I 3'ah a-a1Vts� rul4is_ EQ EQ AlA $9tNe memo) A_A n gl / 114 114 IrEMI 4 r— i 4 Np�FL -1 F�RR4a OR N `V 12 pu. A For Approval Only 02108/2019 RS j110 e 0 For Fabrication 1 212012 01 9 RS 1 PER SHOP CALL RS REV. DESCRIPTION 01 DATE20 BY F�LR7 m9056 '4° Iva DVIINCE _. (II5SCERTIFIED Welding&Steel Inc. FIATOR 257 Hy 95 N.-Grangeville,In 83530 PH(208)983-7608 Fax(208)983-7621Wei%-1 NOTE: HOLES: AS NOTED HANDRAIL TO BE ALL WELDED CONSTRUCTION BOLTS: AS NOTED REMOVE ALL BURRS, SHARP EDGES,AND LEAVE WELDS: E70XX SMOOTH TO THE TOUCH PRIMER:ALL STEEL THIS SHEET IS GALVANIZI1PREP:SSPC-SP3 LOCATION/EXPOSURE: PROJECT TIGARD HIGH SCHOOL PAINT NOTE: PROJECT A: TIG-814 HANDRAIL TO BE PAINTED AFTER GALANIZING ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD.OR 97224 A DRAWN BY: GS CHECK BY: RG REF DWG: SHOP NOTE: JOB COLOR: ORANGE AND YELLOW STATUS: Hol Dip Galvanize after fabrication.Seal weld in CUT BY: FOR FABRICATION ONE-HANDRAIL-9702 addition to welds shown.Shop to provide weep LAYOUT BY: GRID LOCATION ELEVATION e.mE. holes es necessary for Galvanizing.Attach metal tag DRAWING NO. SS/SS-SA a.c aE2ic CHECKED BY: stamped with the Ship Mark to all Galvanized items. FAB BY: %„ .Pq 9702 II:5I VI FEmeOLrs I ..,.T. BILL OF MATERIAL Piece Minor Length Steel Qty Mark Mark Description Ft.In. Remarks Grade HANDRAIL 1 9703 PIPEI-13SCH/0 13'-2 112" st 1 m9012 PIPEI.1145CH40 1'-3" Ma 1 m9013 PIPEI-1143C440 0'-2151161 Ma 1 m9014 PIPE1.11400440 0'-59116" Ma 3 m9019 RBI 0'-2 lit ..w 1 m9020 RBI 0'-2 1/2" as 1 H9010 PL1RA11R 0'-1 lit ew TOTAL WEIGHT: 36 ) NOON 10 > F glir I mid 'T 12'-21316(PIPEt 94SCH40 x 13'-21/2) I h-P`p6 3'-1% 3'E916 2-8916 As, E0 EEO— AI li - e0,2 C ♦ 3 A 1914513 .. *ON - $ 114 114 1 AAI� I .� I i ip ,st$ ,,:, 4 cm -"-----.. 12 fifi7e%Xli--- I A-A r I 1- 4 e 1 9 AmB,9 Z�gip 7 attrio - A For Approval Only 0 210 8/2 01 9 RS 0 For Fabrication 1 2120/2 01 9 RS xe 1 PER SHOP CALL 0110 6/2 0 2 0 RS A REV, DESCRIPTION DATE BY le a-.Ca • ♦ g��4 09019 4VANCED_ •ary Welding&Steel Inc. (t J C; �FABRICATOR 257 Hwy 96 N.-Grangeville.ID[QUO J PH(206)983-7609 Fax(208)983-7621 raps HOLES: AS NOTED NOTE: BOLTS: AS NOTED HANDRAIL TO BE ALL WELDED CONSTRUCTION WELDS: E70XX REMOVE ALL BURRS, SHARP EDGES,AND LEAVE PRIMER:ALL STEEL THIS SHEET ISGALVANIZEBREP:SSPC-SP3 SMOOTH TO THE TOUCH LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PAINT NOTE: PROJECTS: TIG-814 HANDRAIL TO BE PAINTED AFTER GALANIZING ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 Q DRAWN BY: TS CHECK BY: RG REF DWG: SHOP NOTE: JOB COLOR: ORANGE AND YELLOW STATUS: Hot Dip Galvanize after fabrication.Seal weld In CUT BY: FOR FABRICATION addition to welds shown.Shop to provide weep LAYOUT BY: DRAWING NO. _ ONE-HANDRAIL-9703 holes as necessary for Galvanizing.Attach metal tag stamped with the Ship Mark to all Galvanized items. FAB BY: erxro LOCATIONory a-REF S7.1-S&&SB-Sw 7-0 Ia/IS CHECKED BY: 97OS 17 4 I xi FIELD BOLTS 1 LENGTH BILL OF MATERIAL Piece Minor Length Steel Oty Mark Mark Description Ft.-In. Remarks Grade HANDRAIL 1 9704 PIPE1-1N5CHW 13-21/2" el 1 m9008 PIPET-1HSCH40 1'-17/8" m 1 m9007 PIPE1.I4S01411 0'-215/16" AO 1 m9008 PIPE1.1/45C940 0'-215/18" AN 1 m9051 RB4 0'-2514" 3x 3 m9058 R64 0'-23/4" AN 2 59010 PL9tx1 IR 0'-1 1R" AN TOTAL WEIGHT: 36 s /11Jc I u+yi—� IA m90071f (99010 (04010 6V 12'-111/16(PIPE7!I4SCH40 x 13'-21/2) 1'-013k6 11'-013I0 T-17/4 3'-86/te 3'-016 64i8 EQ EQ • Oh��14 . •,i 4 8, 7� ER6iY i',,, ,i ii„pp R m r 4 2- ,• '1 A For Approval Only 02/08/2019 RS .S 0 For Fabrication 12/20/2019 RS Zi REV. DESCRIPTION DATE BY t 44 BIM —ADVANCED' slv4ree Welding&Steel Inc. ij ' SCERTIFIED 257 Hwy 95 N.-Orangeville,ID H3530 `Z FABRICATOR PH(208)983-7608 Fan(208)983-7621 '%Nel.2' I HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:ALL STEEL THIS SHEET IS GALVANIZEBREP:SSPC-SP3 NOTE: HANDRAIL TO BE ALL WELDED CONSTRUCTION LOCATION EXPOSURE: REMOVE ALL BURRS, SHARP EDGES,AND LEAVE PROJECT: TIGARD HIGH SCHOOL SMOOTH TO THE TOUCH PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: RA CHECK BY: RG REF DWG: SHOP NOTE: JOB COLOR: ORANGE AND YELLOW STATUS: Hot Dip Galvanize after fabrication.Seal weld in CUT BY: FOR FABRICATION addition to welds shown.Shop to provide weep LAYOUT BY: ONE-HANDRAIL-9704 holes as necessary for Galvanizing.Attach metal tag DRAWING NO. owo LOCATION EL Evnn0N E-aEF stamped with the Ship Mark to all Galvanized items. FAB BY: ,,,..,..... oo� CHECKED BY: 9704 S7.1 rse-SA -e 23ne TOTAL UNIT FIELD BOLTS LENGTH GTY QTY BILL OF MATERIAL 1 1 BOLT 7/8"DIA A325 5"1/4 0'-5 1/4 Piece Minor Length Steel 4 Oty Mark Mark Description Ft.-In. Remarks Grade NBE MISC 1 11001 H5841(4E.375 6'-25/16" sroa 2 m11010 WT4X6.5 0'45/16" Pm TOTAL WEIGHT: 105 51/2 X 5/8 SLOT THRU T 4 - - A c2 1 N fih 16 1- 5/16"0 1 3116 NO PAINT m11010 CTR'D NO PAINT RD 5'-1113116 (-7) HSS4X4X.375 x 6-25/16 21/2 H (11001 - —�— y - - - - - - �r A For Approval Only 02/08/2019 RS • 1 -15/16"0 3/16 `l// 0 For Fabrication 12/20/2019 RS �16I\ REV. DESCRIPTION DATE BY m11010 CTR'D 1-15116"0 NO PAINT 6'-216 1,,r fqh� a xen,- / DY/>,I Y RD 5'-1113/16 , Welding& Steel Inc. ,t115�"� ;< RIIFIED' 257 HvG 95 N.-Grangeville,ID 83530 PH(208)983-7608 Fax(208)983-7621 HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:SWSSG PREP:SSPGSP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: KB (CHECK BY: RG IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: ONE - TUBE_MISC - 11001 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: <C4ICK> 214'-0"11/16 CHECKED BY'. 11001 MODEL NAME 3305 Master PLOTTED: 00:42:31pm TOTAL UNIT FIELD BOLTS LENGTH QTY QTY BILL OF MATERIAL 1 1 BOLT 7/8"DIA A325 51/4 0'-5 1/4 Piece Minor Length Steel r Qty Mark Mark Description Ft.-In. Remarks Grade 1116E MISC . 1 11002 HSSIX4X.375 6'-25/16" ASKS 2 m11010 W1XX65 PA 5/16" wax TOTAL WEIGHT: 105 RD 5'-1113/16 J. m11D10 CTR'D 61h NO GALV NO GALV 16Ir 1-15'16"O t v r - - l rn 51/2 X5'8 SLOT THRU s A\ (-7)/ HSS4X4X.375 x 6'-25/16 21/2 H ( 11002) -- - -- - EAT() K -- — — 1T .1\-1 • A Far Approval Only 02/08/2019 RS 1 1�16 0 3/1R 0 Far Fabrication 12/20/2019 RS 3/16 1 PER SHOP CALL 01/06/2020 RS Cm11010 1 l5/16afdl REV. DESCRIPTION DATE BY CTR'D NO GALV RD 5'-11131gg pYhNC k�'x,. Welding &Steel Inc. '1 5 L'CERTIFIED � ' .aCFABRICATOR 257 Hwy 95 N.-Grangeville.ID 83530 PH(208)983-7608 Fax(208)983-7621 HOLES: AS NOTED BOLTS: AS NOTED _WELDS: E70XX PRIMER:GALVANIZE PREP:SSPC-SP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: KB 'CHECK BY: RG IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: ONE - TUBE MISC - 11002 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: a� S8-59/SA> 214'-O"11/16 CHECKED BY: 1100 L MODEL NAME; 3305J4aatar PLOTTED: 03:2027pm TOTAL UNIT FIELD BOLTS LENGTH QTY Q11" BILL OF MATERIAL 1 1 BOLT 7/8"DIA A325 5"1/4 0'-5 1/4 Piece Minor Length Steel • Oty Made Mark Description Ft.-In. Remarks Grade NBE_MISC 1 11003 HSS4X4X.375 6'-61/2" woe 2 m11010 W14X6.5 0'45/16" a432 TOTAL WEIGHT: 111 RD 6'-4 ( m11010 / 81h / CTR'D NO PAINT NO PAINT 1 -15116"0 3116 - ( �16I i fi -I _ I T �� 4O Il � 1 _ 4n 51/2 X 518 SLOT THRU (-213116) HSS4X4X.375 x 6'-61/2 / 21 It ( 11003 ) ©K I T -1 — A For Approval Only 02/08/2019 RS 1 1516 0 3116 0 For Fabrication 12/20/2019 RS m11010 31161( REV. DESCRIPTION DATE BY CTR'D NO PAINT 1 -15/16"0 I. IFED WeldingSteel Inc.lnt.RD 6'4 • <FABRICATOR 257 Hwy 95 N.-Grangeville,ID 83530 PH(208)983-7608 Fax(208)983-7621 HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:SWSSG PREP:SSPC-SP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: KB ICHECK BY: RG IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: ONE - TUBE_MISC - 11003 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF • FAB BY: <C4/CK> 234'-4^7/43 CHECKED BY. 003 MODEL MAME'. 3305-Mader PLOTTED, 0342.34pn TOTAL UNIT FIELD BOLTS LENGTH QT1' aTM BILL OF MATERIAL 1 1 BOLT 7/8"DIA A325 5"1/4 0'-5 1/4 Piece Minor Length Steel Oty Mark Mark Description Ft.-In. Remarks Grade TUBE_MISC 1 11004 HSS4X4X.375 6'-6 112" macs 2 m11010 WT4X5.5 C'-45r16" eser TOTAL WEIGHT: 111 51/2 X 5/8 SLOT THRU - T o _ _ 1 - _3/16 . -I1-1`41fi"01 81h �isK/ NO PAINT m11010 CTR'D NO PAINT RD 6'-4 F (-2134) HSS4X4X.375 x 6'-61/2 2� (11004) e _ } - _ - _ - _ _ - - . A For Approval Only 02/08/2019 RS For Fab ration 12/20/2019 RS \--1DESCRIPTION i 0 1-15/16'0 �Ifi 6K DATE BY ( EI< REV- 1-'1 16"0 DVANCE 7 Nleldin & SteelInc. id G,A' CERTIf[ED 9 J•z FABRICATOR, 6-4 257 Hwy 95 N.-Grangeville.ID 83530 • I F / PH(208)983-7608 Fax(208)983-7621 HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:SWSSG PREP:SSPC-SP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT a: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: KB ICHECK BY: RG IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: ONE - TUBE_MISC - 11004 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: <C4/CK> Z14.'-4•7/13 CHECKED BY: 11004 MODEL NAME: 3305 Hasler PLOTTED: 0142:36ym TOTAL UNIT FIELD BOLTS LENGTH OTY WYBILL OF MATERIAL 2 2 BOLT 7/8"DIA A325 3"1/4 0'-3 1/4 Piece Minor Length Steel Oty Mark Mark Description Ft-In. Remarks Grade TUBE-MISC 1 11101 NSSIX2X 375 7'-10 3/41 ',woe 3 p1993 PL318X3112 0'-6 1/2' Ale TOTAL WEIGHT: 98 33/4 X 318 SLOT THRU 3314 1 X 318 SLOT THRU ur O ol 6314 p1993 Z-1516e0 P19932-15/16'0 p1993 2-15/ 06314 NO PAINT NO PAINT RD 1'-715(16 3'-9 1. 5'-101/161 HSS4X2X.375 x 7'-103/4 (-23/4) / NO PAINT THIS FACE N Eo _ I 41 2-151 .'0 o A .1993 w` ®K A A(11101) _ _ ��:=�� N Ia. _ _ _ _ _ 1 w\ A For Approval Only 02/08/2019 RS 1-4 1 1�16„O 0 For Fabrication 12/20/2019 RS 1' d RD REV. DESCRIPTION DATE BY 1/4 r 3 I1_15/16"(� '— A r 7�-91/2 T A-A DVVANCE " CERTIFIED 257 H ng &Steel Inc, 15 <FLAB 257 Hwy95 N.-Orangeville,ID 83530 PH(208)983-7608 Fax(208)983-7621 ..r HOLES; AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:SWSSG PREP:SSPC-SP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: KB (CHECK BY: RG IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: ONE - TUBE_MISC - 11101 CUT BY: FORFABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: 110'' <C4/CK> 20W-2"7/9 CHECKED BY. 11101 MODEL NAME: 33051Aaeler PLOTTED: 03:42]8pm n. TOTAL UNIT FIELD BOLTS LENGTH QTY an' BILL OF MATERIAL 2 2 BOLT 7/8"DIA A325 3"1/4 0'-3 1/4 Piece Minor Length Steel . Oty Mark Mark Description Ft-In. Remarks Grade NBE_MISC 1 11102 8556X2X.375 7'-10 3/4" /OM 3 p1993 P131863112 0'-6 1/2" • Al( TOTAL WEIGHT: 98 RD 1-71�16 / 3-9 5' 101/16 / 64 6I'4 NO GALV NO GALV 42'10 ; -_ • _ - 1 co co • 33/4 X 343 SLOT THRU 33/4 X 3/8 SLOT THRU HSS4X2X.375 x T-10 3/4 (-23/4) / NO PAINT THIS FACE oA For Approval Onl02/08/2019 RS 41993 2-1`'1'1."0cm A I `r 0 For Fabrication 12 2012019 RS w\ (11102 ) • � � „ �\ 1 PER SHOP CALL 0106/2020 RS �_. _ _ - _ — _ — �_71 _ — — - _ — — — — — — — — REV. DESCRIPTION DATE BY I CV I1-15/16"0�ID — AI A 1-1`5116"0 1/, A 14 3 DVA 7,-91/2 +, /y f e3v:, N Eb 1. 'CERTIFIED; q=A Weidin tSz Steel Inc. 5 NOGALV �� . aFr4 ,IOR' NOGALV / 5 3'-1�4 4'-2�4 / 6 / NOGALV / / 257Hwy95N.-GanOeville.ID83530 . N.S.SURF. N.S.SURF. N.S.SURF. PH(208)983-7808 Fax(208)083-7821 HOLES: AS NOTED 6 NO GALV/ BOLTS: AS NOTED N.S.SURF. WELDS: E70XX PRIMER:GALVANIZE PREP:SSPC-SP3 ALOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: KB ICHECK BY: RG IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: ONE - TUBE_MISC - 11102 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: 11102 S8-59/SA> 208'-2"7/8 CHECKED BY: MODEL NAME: 3305 Master RATTED'. 0320'28Pm TOTAL QTNIT FIELD BOLTS LENGTH Q� BILL OF MATERIAL 4 2 BOLT 7/8"DIAA3253"114 0'-3 1/4 Piece Minor Length Steel Qty Mark Mark Description Ft.-In. Remarks Grade 1116E MISC 2 11103 HSS4X2X.375 2-9 nswr TOTAL WEIGHT: 63 33/4 X 3/4 SLOT THRU 3314 1 X 318 SLOT THRU 63,4 , 63 NO PAINT NO PAINT (-2314), HSS4X2X.375 x 2'-9 /(-234) cZI NO PAINT THIS FACE C N 13-I ® 11103 N N N i1 l•11=11 1-15/160 1-151 60 •D g 2'-7314 A For Approval Only 02/08/2019 RS 0 For Fabrication 12J20/2019 RS REV. DESCRIPTION DATE BY QVANCE "� �CERTIfIED� Welding& Steel Inc, �ilic FABRICATOR4 257 Hwy 95 N.-Grangeville,ID 83530 4 PH(208)983-7608 Fax(208)983-7621 HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:SWSSG PREP:SSPC-SP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-B14 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: KB (CHECK BY: RG (REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: 2 - TUBE MISCS - 11103 CUT BY: FORFABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF <C4/CK> 2O8'-2"7/S FAB BY: 11103 CHECKED BY: <C4/CK> zOS.-2"7/S MODEL MALE' 3305-IAste BLOTTED: 03:42:92pm nni re-D ears LTNTrll �' �' WEDGE NOTOTrs °d'n BILL OF MATERIAL Piece Minor Length Steel Oty Mark Mark Description Ft-In. Remarks Grade STAR 1 11601 PLII2X12 14'-3 7/8" u 2 a11001 L3X3XIII V-4" on 1 P11002 PL12X12 14'-3718' A. 1 p11006 P11200X73116 3'-3' An 1 p11007 P1120933118 3'.3 u° ILrBg 0,. 25IDE6 11 011008 PL12Ga%2.M1 3'3" Aaa (I'dot) (y11W3 — - r`// —^"�01{ s 1 p11031 PL12Ga)(23 3'-3" ma I I I I I III 1 I TT 2 p11033 PL118X7 0-r I I I II �I TOTAL WEIGHT: 969 II I lI I I'• II II I I II II ii (pI,W9) I (01009) (idiOtS) (p11001) (0110aa) I (NON) (p11 WaJ l OMB) I(P11W9) (P„000) (61,W8) II(pl'031) 1011006) M O ry It I I I I 'I I I I _1 y �° n ry TYP III I I I I I g,� 6m1 II I 1 I I I IF — — Z 1 II1 <////I—��} / �A M. tie z•gtx 01002) (P1eh) oil \SOV<o SIDES ttP F 1.®3' ._ _ DETAIL 1 94 12'-014 0 xV2 tia 12TRFAos@11(+Ii=1130 934 4 / \�6A / IIWI a uT f , r _ _ J 3P�s� 4— I— — , 12 1 V I ifSOAK 7q,Ji s © i -, Iat' tq_ _ , m F A For Approval Only 02/08/2019 RS .. I ix"' 0 For Fabrication 1220/2019 RS 1 PER SHOP CALL 01/06/2020 RS DET.1 .— — 1 REV. DESCRIPTION DATE BY I I_ _ J I 7,,; p '''''''''?CERTIFIED _ , Welding&Steel Inc. (-1#5.*4 b }<FABRICATOR I -(' yn0_06� PH 4208)83-7608 Fax(208)983-621tP4s� AIDE6 P =1 m ` HOLES: AS NOTED 81p0'' / — —� n BOLTS: AS NOTED II'76'a ry WELDS: E70XX 3'h It) PRIMER:GALVANIZE PREP:SSPC-SP3 ' / 1011P LOCATION/EXPOSURE: t''Ska Xt .,'ye PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: KB CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: SHOP NOTE: CUT BY: FOR FABRICATION Hot Dip Galvanize after fabrication.Seal weld in addition to welds shown.Shop to provide weep LAYOUT BY: DRAWING NO. ONE-STAIR- 11601 holes as necessary for Galvanizing.Attach metal tag stamped with the Ship Mark to all Galvanized items. FAB BY: 11601 GRID LOCATION R I E-REF L CHECKEDBY: 8..,- 0SA� 00-10 IIYn I V I FlELO B-TS I LENGTH BILL OF MATERIAL Piece Minor Length Steel Oily Mark Mark Description Ft-In. Remarks Grade STAIR (o11001) 1 11602 0L112X12 14'-21/16' Ana II II II II II II II II III II II II II 1 p11001 PL1nx12 14'-21/16" 001 (colas) II II I`'V II II II I II II II II II II 1 R11006 PL12c�s1u16 3•a' Ka I II` II 1 II II, II II II I II II II II 12 01ooe P112Gaxz3 3'-3" A. yn0a) (o11om) (011a91 p1a6) (P11a9) p1101e) p11oos) y11a2) p11008) p11009) p1100I) y11008) 1 p11009 PLi2fk1(ll6a 3-3" N+ II II II II II II II II III II II II II TOTAL WEIGHT: 970 II II IV II II II I I. I, II II II II II I v IV II It II II III II II II II II p11oas) II II IV II 1 II II I II II II II II j II I I II II II II II II II II II II LI U I'( t'; L UU I l 1 U Ili IL (.1602s ay 11'TI,6 • 21h 12 TREADS O1111N-1=11',0 5 ;\ a N _ _I 1 re3 TIP 14L, a z®12 TR © DETAIL I 1-L 3 y i. 2 `— — f� I , 14 V. \ 41W YYl• 1 Q A. w4 `— 1 _ _ _ 4 1 r— — -1 y a 1 I_ 1 1_ 1 I A For Approval Only 02/08/2019 RS 0 For Fabrication 122012019 RS 1x i— — J 1 1 PER SHOP CALL 01/06/2020 RS gta Av. j— __I DET.1 REV. DESCRIPTION DATE BY 1 f_ _ _1 Lade 4 ADVANCEi Wdg&&Stel Inc. gl�C )CERTIFIED itiV „�, I �fABRICATOR 1 e 267 Hwy 95 N.-Grargerllle.ID 83830 1 PH IHwy20B)959 N.-Or Fax 1206)983530 �'+e4o HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:GALVANIZE PREP:SSPC-SP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: KB CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. ONE—STAIR- 11602 _. FAB BY: 11602 GRID LOCATION ELEVATION E-REF CHECKED BY: ss-58/5e-5A. 216.d I'ar"I O1V I FIELD 6°LT3 I LEN"' BILL OF MATERIAL Piece Minor Length Steel Oty Mark Mark Description Ft:In. Remarks Grade HANDRAIL 1 11701 PIPE14WS0A40 14,3' ASS (mlaN ` e• 1 m11034 PIPE1-1143CH40 1'-1 7/8' As (m1103s \ f. i11�i ODIUM1 m11035 PIPE14148CX40 0-2 1se 1 m11036 PPEUINSCH40 0'-2 15116" sa 1RC1 _ _ - _ _ NM 3 m11048 BOI 0'-21/2 .oe -_ " 1 m11049 601 0'-2112' sae 601034 2 01034 PL1I8%112 0'-1 1/2" ws TOTAL WEIGHT: 38 13'40f166(PIPEI-1 SCH40 x14'S) t'-013'ts 3'-5916 4'-0 4'-0 EQ END— AI 7---4 ml ION) l'7..3 m11CI9 2.WO 11� 11� 3h6 E:X=1— pp�� A-A �' `�'%a 7C;,L6 NOTE: B 4i, HANDRAIL TO BE ALL WELDED CONSTRUCTION k REMOVE ALL BURRS,SHARP EDGES,AND LEAVE ' ® SMOOTH TO THE TOUCH PAINT NOTE: HANDRAIL TO BE PAINTED AFTER GALANIZING 0 A 44010., a.6''S 2- ere`_ "4!/ - \ A For Approval Only 02/08/2019 RS !!!76 0 For Fabrication 12120/2019 RS 1 PER SHOP CALL 01/06/2020 RS REV. DESCRIPTION DATE BY \ ,, ,,,,,,II,No.,. .,,,,,... * AANCE r1,�� Welding&Steel Inc. �(I IQF aRTcAoR gm�rf, 257 Hwy 95 N.-Grangeville.ID 83530 l' 1 PH(208)983-7608 Fax(208)983-7621 3Resse0 651 Y HOLES: AS NOTED Tr74 Bfo BOLTS: AS NOTED WELDS: E70XX PRIMER:ALL STEEL THIS SHEET IS GALVANIZ BREP:SSPC-SP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-614 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: RA CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: SHOP NOTE: CUT BY: FOR FABRICATION Hot Dip Galvanize after fabrication.Seal weld in addition to welds shown.Shop to provide weep LAYOUT BY: DRAWING NO. ONE-HANDRAIL- 11701 holes as necessary for Galvanizing.Attach metal tag stamped with the Ship Mark to all Galvanized items. FAB BY: 11701 eELlo LOCATION EL a-REF CHECKED BY: e-SS1SB-S zix-6 a3/1S On I Tn I FIELD BOLTS I LENGTH BILL OF MATERIAL Piece Minor Length Steel r Oty Mark Mark Description Ft-In. Remarks Grade HANDRAIL 4 1 11702 PL11202 13'-11 13/16 4s I m9032 PIPE1.114SCH40 0'-57/8" w (ono15 yy TT 0 0=o—T,—o—�= = �19n�z- 'a_II—�o-0—I�I � sou—A—....__ i"1 1 m9033 BPE1-INSCHO 0811114" uv ti -� -.— -^ —"—�� ^ 1 m9034 RPE1-1NSCH40 0-115116' y11W9� 7011.4 A AN 4 m11038 PM 0'-31IY 3Vi6 $ o 1 ml1039 PPE1-1145CW0 14'-3" .m g E 8 1 m11041 H681-112)(1-1/2X1f4 3853/4" AA.Oe 1 m11043 H551-02YI-112X1I4 4'-05/16' rweF 1 m11045 HSS1-t211-112F114 38103/16" 34048 / m11052 HS51-1221-112x114 3'-7114" 04056 12 m11054 PLII4X2 0-3" u4 1284i'g(PLk2X2 x 13'-10I6) 1 11'-10V16 p11032 PL116%I 12 0-1 1/2" .w � lb y 1 p11037 P1.11RX2 3'-0 15/16' I1 303'417116/POSTS i 21/jg I P11038 PL12X2 11042 PLBl8X518 D'-27/15' 1{8I 3t5I 116 512 T-51N16 3'-515/16 6 /'-1 ill" Ae CB 21116 ''I 2 p ��—��////// 6 11D43 PL5I62.52 2-73/8" me pig' 27 811046 PL5I4X5'8 2'65/16' xb m93I us 3 P11049 R1i4X2 0'-3' m413a 11oN �, TOTAL WEIGHT: 305 m11064 16t. `�\ , , 4P414s \� fv, NOTE: 1" m,w HANDRAIL TO BE ALL WELDED CONSTRUCTION REMOVE ALL®� \ a �= o6atb 343 SMOOTH TO THE TOUCH EDGES,AND LEAVE �. � _ w "s S, PAINT NOTE: - \� 00. V , \ o� HANDRAIL TO BE PAINTED AFTER GALANIZING irer /MD7 (n11105 ,n118 �� s h�� Epp _ Sisk 1 wxq., \ Q i'o°Pn'urt �� "' -I �� A For Approval Only 02108l2019 RS off cuv ® / ii D For Fabrication 1212012019 RS I - S i-a 1 PER SHOP CALL 01/06/2020 RS .. (mnow� \r \oax _ REV. DESCRIPTION DATE BY 3 I166i4. b m1I03 d > 7=��G � HIM Y tr I 12 SI JS P11w9 (ml'.Gw) _ OR PANT ! m irrr \I 111i1l�.�!a DVANC eAmiryr n1', CERTIFIED DET.1 / �P m ® Welding&Steel Inc. tlJr )QFABRICATOR m111156 PH(208)983 7608 Fax(2081983-7621 \4J�' 1 o Ilif 257(m11w1 , ��! ^x HOLES: AS NOTED >ifBOLTS: AS NOTED i re o DETAIL 1 WELDS: E70XX PRIMER:GALVANIZED PREP:SSPC-SP3 LOCATION/EXPOSURE: I. PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: RA CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. ONE - HANDRAIL- 11702 FAB BY: 702 GRID LOCATION ELEVATION E-REF CHECKED BY: SG-SBISB-SAIL 1-11 ar I or] riELDPOLS I Le ,1e BILL OF MATERIAL Piece Minor Length Steel Qty Mark Mark Description Ft-In. Remarks Grade HANDRAIL 1 11703 P1.11122 4'-25/16" Av 3 m11044 NSSI-112X1412X114 3'-71/16" 4Na 8 m11054 PL114X2 0'-3" 053 4 011044 P1.5835/8 2-11 1/2" rae 4 011045 FLS/3XSIB 1'-65/16" .vs 8 011047 PL5182515 2'-10114" 00 a p11049 PL11481 0'-3" c. TOTAL WEIGHT: 118 _p/Mx. 're IDS: '1711049_, ^"I=e—s •— —p +cd (lino 1 Thee 1,11149 lithe III Q ♦ r I .„,v -C. _IiGK •AM. mn0s4 f�I I x 11111 0111111111. 111 .4 (Pra n nI A For Approval Only 02108/2019 RS m„9u - '""05°) 0 For Fabrication 12/202019 RS tm')Se V 14 11 II I ll 1 PER SHOP CALL 01/062020 RS 4111510 i REV. DESCRIPTION DATE BY .11ou moos 01009 p11M9 CM p11049 NO PAW MP L0R➢ OR GPI.V No R Roar AP PINT OR GM. OR GAIN 10PR 1 .1. DVANCED•Welding&Steel Inc. 115 , [�CERTIFiED FABRICATOR 257 Hwy 95 N.-Grangeville,10 83530 1 PH(208)983-7608 Fax(208)983-7621 x tia NOTE: HOLES: AS NOTED HANDRAIL TO BE ALL WELDED CONSTRUCTION BOLTS: AS NOTED REMOVE ALL BURRS, SHARP EDGES,AND LEAVE WELDS: E70XX SMOOTH TO THE TOUCH PRIMER:GALVANIZE PREP:SSPCSP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 PAINT NOTE: ADDRESS: 9000 SW DURHAM RD. HANDRAIL TO BE PAINTED AFTER GALANIZING LOCATION: TIGARD,OR97224 DRAWN BY: RA CHECK BY: RG REF DWG: A. JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. ONE-HANDRAIL - 11703 FAB BY: 11703 GRID LOCATION ELEN/ATION E REF -59/69SA io-s ITg,IVI FIELD EDVS I LENGTH BILL OF MATERIAL Piece Minor Length Steel Oty Mark Mark Description Ft:In. Remarks Grade HANDRAIL 2+116 1 11704 PL11202 13'-3 13/16" rad lid, 1+`I16 1 m9033 HPE1-94SCH40 (0-11 1/4" AR 1 m9045 PIPE1.11400940 13'-6 3/8' All b%i) ® h amen�'/ s s 1 m9046 PPE1-14SCN40 0'-81116" 8 m • IpI 1 919047 PIPE1-1/43CIN0 1'-1 11/16' � m n ^„ C 1© • Cili 4 Sul 1 m9049 PIPET-1145CH40 0'-53116" �+ o m — z_• - ---� — _-- -- nws � - .pnw9 - r, m9050 PIPE1-145CH40 0'-213/16" ss �_e ` 1. 6 / Cr .. (mn9x 5 m11038 RBYS 0J f/2' A-A 1 m11042 HS51-112)(1.112984 3'-7 1/4' Aso. TT 1 m11048 HSS1-1R%1-112%1R 3'-73/4" osso 1 m11047 9561-1r2X14/2X114 314 13/16" *1830 1 0111053 H851-1/201-112(19 4'-1 5/16" .0141E 12 m11054 PL1P1X2 D'-3" Au 11'-11416r 1 911040 R112St 0.45/8" Am xx 11'-351 4% 1 P11041 PL1MX1 19 9-1 ill" us66 6 p11043 PL6'6%519 2'-7318" 1+/I6 1P3r:� 3+116 27 911046 PL5'9X98 2'-65/16' us , 3(R8-979 @ POSTS 6 p11048 P 51435'8 3'-11 11/18" u 3 011049 PL11492 0'-3- ,w S''' P0140) TOTAL WEIGHT: 293 m1iwC, (',p1108) 4.11, %46 y, m9 , ?% a204 3'4 318 - 230 mn44-T a 1.1 1094 9e A v51H 11=1 ��i it 'm1,D 9. % �! NOTE: moms <" `i � HANDRAIL TO BE ALL WELDED CONSTRUCTION I REMOVE ALL BURRS,SHARP EDGES,AND LEAVE I1 .' SMOOTH TO THE TOUCH _s 01 Sm11w,) p11w9 A,� NO PAINT NOTE: a nw j ��rinus O 5a11111111L illik, TED AFTER GALANIZING u H ANDRAIL TO BE PAINI , m1.45 "� �t� m ,,, 1„ ,,, Eq. ..„---. g N,�GY,e f / C m11°s1/1\ 11'1 � ��L ,AN 6 - -�II 14 j'� .` A ForA roval Onl 02/08/2019 RS nw9 PP Ycmnl „,„ in110w / \ ocuv./ � 6 a -p8, 8 0 For Fabrica0an 1212012019 RS ® —11�' �sm^smtr 1 PER SHOP CALL 0110612020 RS m �'I 'n11Ow) �,I'�/ REV. DESCRIPTION DATE BY 1 ai ` DET.1 n mt1°51 z _, .t0 NNW/ ry� }'�/A A� ]''�o ffi w �' �w 1 es-„..22 `� Welding&Steal lnc. QI� F)VICERTIFIED 9FABRICATOR 257 Hwy 95 N.-GrangaNlle,ID 83530 I / / PH(208)983-7608 Fax(208)983-7821 s4' n (mltau) WW1/ HOLES: AS NOTED DETAIL 1 I BOLTS: AS NOTED WELDS: E7OXX AIL \ \ ` PRIMER:GALVANIZE PREP:SSPC-SP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: JJ CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. ONE-HANDRAIL- 11704 FAB BY: 11704 GRID LOCATION '-REF CHECKED BY: se-Sa/se-sp, ELEVATION TOTAL UNIT FIELD BOLTS LENGTH QTY QTY BILL OF MATERIAL Piece Minor Length Steel City Mark Mark Description Ft-In. Remarks Grade . PICKET 1 11705 PL518X51e 0'-9 3/8" Ass 4 p11016 PL114X2 0-3" MA 931V 0 I, 1 p11019 PLSI8X518 0'-9 3/8" A. / 2 p11026 P1.5'8x98 2'-7 1/2' As 3116D1 011028 PLS8X518 2'-61/4" 4 3/16 RD 4 TOTAL WEIGHT: 14 / �8 43I6 / / NM ( p11016NO PAINT �8� 3116 NO 3/16D OR GALV. N. .).s ' p11016 7 NO PAINT ``'� _� _ 4 OR GALV. i.1 (p11028 ) a p11026) NOTE: 75, HANDRAIL TO BE ALL WELDED CONSTRUCTION `, CNO PAINT o REMOVE ALL BURRS, SHARP EDGES,AND LEAVE OR GALV. 416D SMOOTH TO THE TOUCH I16 v �1 2 p11016 } "'\ - K NO PAINT PAINT NOTE: 3116D OR GALV. HANDRAIL TO BE PAINTED AFTER GALANIZING his 12 43kif 12 1v 0 3/16 V / Ar A For Approval Only 0210812019 RS 0 For Fabrication 12/20/2019 RS 11705 1'-1�8(PL�eX�e x 9�8) 1 PER SHOP CALL 01/06/2020 RS 2MEM 2 REV. DESCRIPTION DATE BY 3/ .\ 3/ e\ 3/16 F 3/16 F . _ ADYANCE 5 . 3,4 Welding (SE Steel Inc. I1 <FABRICATOR / 257 Hwy 95 N.-Grangevile,ID 83530 \ 1 PH(208)983.7608 Fax(208)983-7621 `�'kra '12-11019J HOLES: AS NOTED v 3/16, BOLTS: AS NOTED 4115r, -^)_CERTIFIED WELDS: E70XX PRIMER:GALVANIZE PREP:SSPC-SP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: KB 'CHECK BY: RG IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: ONE - PICKET - 11705 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: 11705 CHECKED BY: S8-59/SA> zit-s•' MODEL NAME: 9305_Macler PLOTTED: 0320:29pm n. Ian I ar I nao aCLrs I La4a1N BILL OF MATERIAL Piece Minor Length Steel • Qty Mark Mark Description Ft.-In. Remarks Grade HANDRAIL 1 11707 PIPE1-11450H40 143" m 1 m11034 PIPE1-1/4SCHIO 1'-1 7/6" Az, 1 m11035 PIPE1.11430N40 0'-2 15116" A. 1 m11036 PIPE1-1I45CH40 0'-2 15/16" um 3 m11050 R84 0'-2 3/4" An 1 m11051 884 (1.-2 3/4" xx 2 p11034 PLI/8XI1R 0-11/2" Am TOTAL WEIGHT: 38 (+moss JAF a° . ws N # -mass C /PI1034 13'-0Itl t(FIPE1 14SCH4D x 143") - 11'-1113118 - 1'40/16 , ' 04 , 4-0 4-0 3 59/16 E0 EO m11034) A / Ip 0000001:1",„ ./ -, 0ml ® 2.4.8 41_,,'' j14 /i 14 I liNt95116 12 mlus +� r W F S % IWO as+'�'`6 `_% law0 For Fabrication 12/20/2019 RS ,+4\,H REV. DESCRIPTION DATE BY 1 . DVANCED S �'`6+r`All NCERTIFIED ,,,�. Welding Steel Inc.83538 Jr ¢FABRICATOR { •� 257 Hvry 95 N.-Grangeville,ID 83530 1 PH(208)983-7608 Fax(208)980-7821 40.00 m11050 QW HOLES: AS NOTED QUA BOLTS: AS NOTED WELDS: E70XX PRIMER:ALL STEEL THIS SHEET IS GALVANIZ&BREP:SSPCSP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: MAW (CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: SHOP NOTE: CUT BY: FOR FABRICATION Hot Dip Galvanize after fabrication.Seal weld in addition to welds shown.Shop to provide weep LAYOUT BY: DRAWING NO. ONE-HANDRAIL- 11707 holes as necessary for Galvanizing.Attach metal tag -- stamped with the Ship Mark to all Galvanized items. FAB BY: 11707 I1707 crsio LOCATION ElevATION e-ReG CHECKED BY: .C4rCK. .a 13/16 TOTAL UNIT FIELD BOLTS LENGTH QTY QTY BILL OF MATERIAL 4 4 BOLT 7/8"DIA A325 2" 0'-2" Piece Minor Length Steel Oty Mark Mark Description Ft.-In. Remarks Grade ANGLE 1 11801 L4MX318 2-11 1/2" em TOTAL WEIGHT: 29 NO PAINT THIS FACE —a • ti .4 2-1 6"0 R3 2-1�16"P� 117 3 2'-7 3 (1/2) L4X4X3/6 x 2'-111/2 (-ih) MK ( 11801 ) 11 T T T A For Approval Only 02/08/2019 RS 0 For Fabrication 12/20/2019 RS 1 PER SHOP CALL 01106/2020 RS REV. DESCRIPTION DATE BY LWANCE p11%r. Welding & Steel Inc. 1 ►`` AB FABRICATOR 257 Hwy 95 N.-Grangeville,10 83530 PH(208)983-7608 Fax(208)983-7621 - - HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:SWSSG PREP:SSPC-SP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: KB (CHECK BY: RG IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: ONE - ANGLE - 11801 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: A o01 1 58-59/SA> zos'4'7/R 1V CHECKED BY: MODEL NAME'. 33D5 Neater PLOTTED: 01:20.30pm TOTAL uNlr FIELD BOLTS LENGTH QTY QTY BILL OF MATERIAL Piece Minor Length Steel Qty Mark Mark Description Ft.-In. Remarks Grade PLATE 1 11802 PL3I8X71/8 0.0 3/8' nx TOTAL WEIGHT: 9 1'-OOIs 11802 c A For Approval Only 02/08/2019 RS 0 For Fabrication 12/20/2019 RS 1 PER SHOP CALL 0110612020 RS REV. DESCRIPTION DATE BY Welding & Steel Inc, x,CERTIFIED FABRICATOR. 257 Hwy 95 N.-Grargeville.ID 83530 PH(208)983-7608 Fax(202)983-7621 HOLES: AS NOTED BOLTS: AS NOTED . . PRIMER:NO PAINT PREP:SSPC-SP3 •• PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: KB (CHECK BY: RG IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: ONE - PLATE - 11802 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. FAB BY: GRID LOCATION ELEVATION E-REF 11802 CHECKED BY: S8-59/5A> 208'-10" _ MODEL NAME: 3303 Maabr PLOTTED: 03:30:31pn TOTAL UNIT FIELD BOLTS LENGTH QTY QTY BILL OF MATERIAL Piece Minor Length Steel Qty Mark Mark Description Ft.1n. Remarks Grade BENT PLATE w 2 11803 PU18%321/2 - ^a \ \ - TOTAL WEIGHT: 114 CO _CC - ar CD o_ \ \ 31118 11803 A For Approval Only 02/0812019 RS 0 For Fabrication 12/20/2019 RS 1 PER SHOP CALL 01/0 612 0 20 RS EN REV. DESCRIPTION DATE BY EN DV'/1NCE .rv,; Welding &Steel Inc, 4�j uCERTIEIED- 257 Hwy 95 N.-GrangevIlle,ID 83530 S�iJ�eFjL CFABRICATC R'1 .0 PH(208)983-7608 Fax(208)983-7621 \ +11►' HOLES: AS NOTED BOLTS: AS NOTED PRIMER:NO PAINT PREP:SSPC-SP3 31/g(PL1lgX32 I x 4'1 Vp) Q E: A PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD, LOCATION: TIGARD,OR 97224 DRAWN BY: KB (CHECK BY: RG IREF DWG: JOB COLOR; ORANGE AND YELLOW STATUS: 2 — BENT PLATES - 11803 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: SB-S9/SB-SA 216'-0" CHECKED BY: 11803 SB-59/SB-SA 216'-O" MODEL NAME: 3305 Hasler PLOTTED: 03:20.31 pm TOTAL UNIT FIELD BOLTS LENGTH QTY QTY BILL OF MATERIAL Piece Minor Length Steel Oty Mark Mark Description Ft-In. Remarks Grade BENT PLATE 1 11804 PIS/16X6 4'-I 13/16' as 31/2 2 p11017 PL5'16X213/16 0'-33/16' as TOTAL WEIGHT: 31 33/16 ill 5/16 il co LiF dill 1111 co co co �11D17J co m 2 SIDES 6/i6 IF 611017 31/2(PI- '6X6 x 4'-413116) MK • 2 SIDES ••1161/ ./17, 1 • ( 11804 00 A For Approval Only 02/08/2019 RS v 0 For Fabrication 1 212 012 01 9 RS "v 1 PER SHOP CALL 01/06/2020 RS REV. DESCRIPTION DATE BY DT! 1NCE r, 71 R193 r, "'-3 ' elding �hsV &Steel Inc. I � G�a t+CERTIFIED. ¢FABRICATOR 2 SIDE PH(208)983-7608 Fax(208)983 7621 HOLES: AS NOTED BOLTS: AS NOTED 7— L a' : •'9 ( p11017 ) PRIMER:NO PAINT PREP:SSPC-SP3 .:_. .1 •r_ RE 1 PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: KB ICHECK BY: RG IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: ONE - BENT_PLATE - 11804 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: 11804 S8-S9/SB-SA 216'-a^ CHECKED BY: MODEL NAME: 3305.MMler PLOTTED: 03:2D:32pm TOTAL UNIT FIELD BOLTS LENGTH QTY QTY BILL OF MATERIAL 4 4 BOLT 7/8"DIA A325 2" 0'-2" Piece Minor Length Steel . Qty Mark Mark Description Ft.-In. Remarks Grade TREAD 1 11805 M123036318 4'-2" ^M 1 511002 L4x4x310 2'-11 1/2" x^^ RD TOTAL WEIGHT: 96 3 3 2'-81/2 3/ / / / 11g 2"@12 0.1 N MK --N, yl \- 0.1 v. N 2 1 ts'"0 `-2 `/160 23/4/ i 29116./ / N 11805) MK 1 \ I \ \ \ \ J Agr to 143 2" 12 1/8 2^@12 cf.) IN`11002� -4- r 1 1 1 1 "� 'I' —I` \ A For Approval Only 02/0812019 RS ih 0 For Fabrication 12/20/2019 RS 1 PER SHOP CALL 01/06/2020 RS REV. DESCRIPTION DATE BY Weldin &Steel Inc. :CERTIFIED g nc. '4 F>�E3ICr\TOR 257 Hwy 95 N.-Grangeville,ID 83530 ..�*rwMn PH(208)963.7608 Fax(208)983-7521 \ ' HOLES: AS NOTED BOLTS: AS NOTED 3 NO PAINT WELDS: E70XX / PRIMER:SWSSG PREP:SSPC-SP3 TYP @ EDGES LOCATION/EXPOSURE: PL1/8X38 318 x 4'-2 PROJECT: TIGARD HIGH SCHOOL / / PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: KB (CHECK BY: RG IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: ONE - TREAD - 11805 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY. 11805 CHECKED BY: SS-39/SA> 208'-3" MODEL NAME'. 3305_Maeter PLOTTED'. 03'20'33pm M. TOTAL UNIT FIELD BOLTS LENGTH :DIY OTY BILL OF MATERIAL 4 4 BOLT 7/8"DIA A325 2" Piece Minor Length Steel Oty Mark Mark Description FL-In. Remarks Grade RD MEAD 1 11806 PLI2GaX3e 318 4-T as 3 3 2r-81I2 3 811002 L4XIXY6 2-111/2" / / 1/8 2"@12 TOTAL WEIGHT: 96 N t 4 Ft)csi N 2-15/16"01 12-15116"0 / PL1/8X38 I8 x 4'-2 / n 3 NO PAINT/ ( ' \ i, TYP @EDGES ( 11806 ) MK \ lia 2"an,12 1/0 2"@12 CD CV A For Approval Only 02/08/2019 RS cN 0 For Fabrication 12/20/2019 RS T — I 1 I `11002J ��" —1, \ 1 PER SHOP CALL 01/06/2020 RS REV. DESCRIPTION DATE BY r TAN E V 1.1J. u Welding&Steel Inc, jCERTlFIEDi ~a .FABRICATOR 257 Itwy 95 N.-Grangeville•ID B3530 - 1 PH(208)983-7608 Fax(208)983-7621 HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX �\ \ PRIMER:SWSSG PREP:SSPC-SP3 M N N LOCATION/EXPOSURE: 29I PROJECT: TIGARD HIGH SCHOOL 2314 16/ / / / PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: KB (CHECK BY: RG IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: ONE - TREAD - 11806 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: 11806 CHECKED BY: 58-59lSA> zos•-a•' MODEL NAME; 3305_Master PLOTTED'. D320:34per I'N'L gxry FELD SOLOS LEWD-) 2 2 wa,,`^,"' "' 051n BILL OF MATERIAL Piece Minor Length Steel Qty Mark Mark Description Ft-In. Remarks Grade STAIR 1 12601 P1112212 13%2 11/16' xx 2 012001 L3(3)(1/4 01-4" as (((1111-(POI a .2 2 012002 L4%4%36 C4" . 3 SIDE3 w.. / '512o)3ti a—3'012 e 2 a12003 UM%3I8 3 1 wv '�4 / t2401) r 2 m12007 PL112X12 6'-]1/8' pa mEr c1201) V •" "i "' "` ". — _ —I ' 1 m12008 PL1/2X12 13'-2 11/16" 8e III I 0.v�isloes 11 1I 1 p12012 PLildxl ililB 0'-11" (014007) i I I I I 012002) 1 P12013 PL114x4 3/40`11" 1 p12015 P1120807114 8'-4xa (7IN1s II III I ll` 1 p12016 PL12Ga%513'16 8'4" ua I n ` 1 p12017 PL12Ga#31116 8'd" ue I I II e1`2102: 10 P12018 H12G0y231118 8'4" ue W ue 2 P18007 R118Xr 0-]' I I I I I li TOTAL WEIGHT: 2050 I I I I • I I I i I ➢1IDI6) II v.6 TYp I I I A, I I I (01000I II !I I A 11 ,� — r II I I I I W 3 sm6s>,6eV I pi 11 L �1 TTT T 1z � 1 ! rob 11? f� f� PIffifi01201B�P12013�(412a18) (plema�(P1201aV1:a118) 1o1z61e 41_, „ _.\_,.. 7„,.., e134� (\' Ir.V3'®'z � aYOre low..'‘.102,10,--, 251DE5 DETAILA 4%3% �VV�� 15-73/4(PLV2X12 x 13'-211/16) 11'.0 4'-73k 934 11 TREADS®11(4)'10'-1 ,1014 CUT 3th 4;1 PateV 3'0� 612 `WN\sR (P12013 .PIIDu' \ 45' Cwu09)) 1112001, i �[V<2SIDet \,1 ti'\``° ��-'`\Me _ _ _ 02108/2019 RS . , �,� fI T A For Approval Only \,\,- ` _ 1 1 -- 4`1� 0 For Fabrication 12/20/2019 RS \1'e�� r _ e 3 1 PER SHOP CALL 01/06/2020 RS 5 --3 Ell 6 (DS _ 1 N V. REV. DESCRIPTION DATE BY .9 _ ? 1 7 ' — DYM10EDj /��Xa ce r _ 9 t1;1/1 SICERTIFIED p 2 1 Weldin &Steel lase. 4FABRICATOR 257 Hwy 95 N.-Grengeville,In 83530 PH(2011)983-7608 Fax(206)983-7621 aF km, HOLES: AS NOTED DET.A BOLTS: AS NOTED ieti w WELDS: E70XX .,��- PRIMER:ALL STEEL THIS SHEET IS GALVANIZ4BREP:SSPC-SP3 r LOCATION/EXPOSURE: e 310- 12W PROJECT: TIGARD HIGH SCHOOL a ;z12o i PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. .9a v 1'-744 4 LOCATION: TIGARD,OR97224 1-514 y6a DRAWN BY: RA CHECK BY: RG REF DWG: xM1 JOB COLOR: ORANGE AND YELLOW STATUS: SHOP NOTE: CUT BY: FOR FABRICATION Hot Dip Galvanize after fabrication.Seal weld in addition 10 welds shown.Shop to provide weep LAYOUT BY: DRAWING NO. ONE-STAIR- 12601 holes as necessary for Galvanizing.Attach metal tag — stamped with the Ship Mark to all Galvanized items. FAB BY: 12601 GRID LOCATION VATION F'eEF CHECKED BY: se-Sasso 201-9 ITp.IacI naTEOTS I LENGTH BILL OF MATERIAL Piece Minor Length Steel Oty Mark Mark Description Ft:In. Remarks Grade INNORAIL 1 12701 PIPE1.1145CH40 13'-2 1/2" Haw 1 m12012 PIPE1.11400040 1'-1 7/8" +ae 1 m12013 PIPE1.1/456 40 0'-2 15/16" ASS 1 m12014 PIPE1-IR8C1440 0'-2 15/16" Asa 4 m120111 WI P-21/2" w 2 P12014 01.118%112 0'-1 1/2" 43s TOTAL WEIGHT: 36 f1SID <y vCmzmal 0.m12012 l2me) \\1 �1 (1INiB g.l N' n n ,_ I2Nl - - - - - - - J{r m12 12.I1010 WIPEi-).SCMIO I1T-242) Irdl$n I'91''l16 06 Ea MUM A 6 L—j iti $5 NOTE: P HANDRAIL TO BE ALL WELDED CONSTRUCTION MIMI REMOVE ALL BURRS,SHARP EDGES,AND LEAVE iv, ''4 1-4 SMOOTHTO THE TOUCH ;�u PAINT NOTE: HANDRAIL TO BE PAINTED AFTER GALANIZING 6 `k • ,\, 00.07 ,,,\ '; , de A For Approval Only 02108/2019 RS 0 For Fabrication 1 212012 01 9 RS 401 ® 1 PER SHOP CALL 01/06/2020 RS o '��,� REV. DESCRIPTION DATE BY ITEM %1\e DVANCED_ .a%+00 J Welding &Steel Inc. 0115 11 N). CERTIFIED 257 Hwy 95 N.-Grangeville,10 63530 1 PH(208)983-7608 Fax(208)963.7621 '',vve 46' HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:GLV PREP:SSPC-5P3 LOCATION/EXPOSURE: INTERIOR/EXPOSED PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: JJ CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE- HANDRAIL- 12701 LAYOUT BY: DRAWING NO. FAB BY: GRID LOCATION ELEVATION E-REF CHECKED BY: 12701 Ss-Svsc -o aa,na I*GO^A I oT I 'ELL BOLTS I LENGTH BILL OF MATERIAL Piece Minor Length Steel Qly Mark Mark Description Ft-In. Remarks Grade . HANDRAIL 1 12702 PIPE)-1145C5140 13'-21/2" we 1 m12009 801 0-21/2" 6x 1 m12014 PIPE1-1/43CH40 0'-215/16" Ma 1 m12015 PIPE1-1/4SLH10 1'-1 7/8" ma 1 m12016 PIPE-1NSCH40 0'-215/16" key 3 012018 801 0-2112" ww 2 012014 PLIIXI1/2 0'.1 1/2" 6x TOTAL WEIGHT: 36 m1Ni4 I m12016 i. m12015) le.E: JyT -e _ _ _ --� T _ 1zEIS 'N ®' et2M4 g P12D16 111 ( 12'-111E503PE1-*6CH40513'.21/I )1'-01*6 0a1*6 E0 E0 m12015 IGIMES ,a m HANDRAIL TO BE ALL WELDED CONSTRUCTION 'ei I� REMOVE ALL BURRS, SHARP EDGES,AND LEAVE y � / 6� SMOOTH TO THE TOUCH P 71u 1114 CIEFIRD AA_A • PAINT NOTE: �'� HANDRAIL TO BE PAINTED AFTER GALANIZING 4 2. -e ", A"A 4 j�wA eam yk A For Approval Only 02/08/2019 RS - 0 For Fabrication 12/20/2019 RS ® ® 1 PER SHOP CALL 01106/2020 RS r 1 REV. DESCRIPTION DATE BY • mlzme 1gs`w ' m:q 1 DV/INCED �E, r NCERTIFIED Welding&Steel Inc. /�71 I�i7QFABRICATOR 257 Hwy 85 N.-Grangeville,ID 83530 .`I� I I PH(208)983-7608 Fax(208)983.7621 "Pma. HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:GLV PREP:SSPCSP3 LOCATION/EXPOSURE: INTERIOR/EXPOSED PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: JJ CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. ONE-HANDRAIL- 12702 FAB BY: 1 Z7OZ calo LOCATION ELEVn E REF CHECKED BY: 56-5750 -O 13/le 1 ary I FIELD DOLTS I LENGTH BILL OF MATERIAL Piece Minor Length Steel • Qty Mark Mark Description Ft.-In. Remarks Grade HANDRAIL 1 12703 PLIX112 13'-2 1/4" A» 1 p12007 71.181112 1'-1 1/2" Am 1 02008 PL1 020112 3'-2 5/8" As 1 P12009 11L112X11/1 8-41116" AS! 1 p12010 P1.112011/2 3'33/4" AM 1 p12011 PL111Df1112 3'-6 5/16" A5 3 p12050 PL1/481 0'3" at TOTAL WEIGHT: 175 1 1 I12105 iy1M: y�.I�i f� I20W I PuE09) 1T-3(PL1X1 1h 213'-2114) , 11'-11h 1'41/2 ' XI_ 4'-01/4 3'-1114 3'-1144 1112 2`W tz fi/ NOTE: f HANDRAIL TO BE ALL WELDED CONSTRUCTION �ry� 6a,� " m REMOVE ALL BURRS,SHARP EDGES,AND LEAVE 10,0•••••1•0 SMOOTH TO THE TOUCH _ PAINT NOTE: q N HANDRAIL TO BE PAINTED AFTER GALANIZING m �0150 xD GFLv 11 <4. -3116r h b 02050 Lint NS OALV Zn A For Approval Only 02/08/2019 RS ,' 0 For Fabrication 12/202019 RS 0 vi lai1 PER SHOP CALL 01/0 612 0 2 0 RS I.\ REV. DESCRIPTION DATE BY CN'NDGALV Welding&Steel Inc. v)S CERTATOD 257 Hwy 95 N.-Orangeville,ID 83530 I PH(208)983-7608 Fax(208)983-76221 AA4Aen' 05 ' w— HOLES: AS NOTED z BOLTS: AS NOTED WELDS: E70XX PRIMER:GLV PREP:SSPC-SP3 LOCATION/EXPOSURE: INTERIOR/EXPOSED PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: JJ CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. ONE- HANDRAIL- 12703 FAB BY: 2708 GRID LOCATION ELE..ATAOH E-REF CHECKED BV: Se-571So-Sc 204.u r1e . s LENGTH 2 SIpE5>, °4 °' "`°`.'�.°''" r° "-'tom BILL OF MATERIAL 1'-04 inii Piece Minor Length Steel 13007 5 el� ]SIDES 0.,,a_.),:„ '-', ii3Oly Mark Mark Description Ft.-In. Remarks Grade II II II II II I I I I 11 \— — STAIR 8BV 1 13601 PL112212 13'-211116^ 0$ 11-rb'0 I I I1 I II I1 I. I i' I II II 1 rie✓ ,19m]i ;,—list,—., s"a ,,, W11 B 3•a112 2 a13001 L3X3XI14 0'-4" t II II II 11 11 I II I I 11 1 II 2 a13002 LI)01X3/13 6•-9" am (rargiv 06 I' I'1 ]T II II II II I II I' II II I 1 _Iox: 2 a13003 La)(03/8 a•-z^ xe I II I1 II 1 I II II I I 2 m13001 PPJ2X12 4•-7118' .a. (Woo 51 II 1 m13002 PL1l22I2 13'-211116" As, 11 11 11 II I I' I II ! a,, 1 p13007 PL114%1114 I 11 II II II II I I I I II II I 1 p13008 PLII4X3 0'-11" se I I I I I I I I i I l I II II I11 1 p13010 PL23e0114 6•-9" x1s I Ili II I II II I II II II II 1 TIP I p13011 PLI250613116 6'-9" An I III 11 II II II I II I II II II I 10 p13012 PL1250X231116 6•s" b 1 1i 11 II II II I II 11 II II III .4411111P � p1a01a Puzcax me 6�" n {•Xv, /11 2 918007 PL116X2 0•-T 1 11 II II II II II II II II II 11 It I m 1111.4 TOTAL WEIGHT: 2115 I II II II II II I' I! I II II II it304E n } II � 11 f II II II II II II II III F r Y PANN PAN I II II I II II I! II I II 11 II 1' a� r® 1 fEED) 11 (y13012J 1 REM1 f3E II MUD1 f A l C03012J I (413012)11 CERA 1 Ip13011i 1 (P1341])I I I II II II II I; I'' II II II N NO'. kv, 1-o, PAN 7031RIrvGER I 11 II II 11 11 l It II II II N , P®3 Pia TO STRINGER (PIBrox 1 I II II 11 II II 1s li II II II -. -,....I I, II II II 11 II II II II II III �P1w111 1 11 II 11 I''I II III II 11 11 II II 4'-I0B DETAIL I I't II II II II I• I'. II II II II *,Is,3- 12 I ` 6 1 ll pl ,' _uhI�]; B✓]•®12 6 a13002 II It II II II II li li II II II e1 L L L It U L L L L: L in jr 1 ,, 1 re .11/4 1.1g1 (m13001/ x$pE$� /^ mor Ri3lInns 6V p1]WB \ 15•-73114 / 11 % 31h. 4 71/3 jle 93/4 11 TREADS @ 11"(N-)=10•-1 ,1N8 , 774 , 32 , 514 6 3'-9% 344 '.11309 (m13001) :13- m/TOOF, a A. 1 n 12`F:.A — —1— — _- _ -- — J 1 A _ I _ _ — _ A For Approval Only 0 2108/2 01 9 RS Q(`6 113M1]s Nv16 1�, 1 — 21h 0 For Fabrication 12120/2019 RS •.� .,N4 6 1 PER SHOP CALL 01/062020 RS c'`• I NO GAL. ,•'.1'.cfr- �_ _ 3l "+'� Q REV. DESCRIPTION DATE BY I CUT O j_ _ n 2I DVANCE aRDr A- 41 A- w ` J Welding&Steel Inc. IISC QFABRICArQRR ., 267 Hwy 95 N.-Orangeville.l0 83530 . I a 1 Pb(208)883-7608 Fax(208)683-7621 %en — — -� DET.1 HOLES: AS NOTED IIIIA `_ — i BOLTS: AS NOTED 1 WELDS: E70XX _ - J PRIMER:ALL STEEL THIS SHEET IS GALVANIZE BREP:SSPC-SP3 I LOCATION/EXPOSURE: 11.,Oak 1 PROJECT: TIGARD HIGH SCHOOL PROJECT it TIG-814 ADDRESS: 9000 SW DURHAM RD. Iilik sloes LOCATION: TIGARD,OR 97224 n cry DRAWN BY: JJ CHECK BY: RG REF DWG: �N6 CUJOB COLOR: ORANGE AND YELLOW T STATUS: FOR FABRICATION - ti1� SHOP NOTE:Hot Dip Galvanize afterfabricadon.Seal weld in addition to welds shown.Shop to provide weep LAYOUT BY: DRAWING NO. ONE-STAIR- 13601 holes as necessary for Galvanizing.Attach metal tag -- stamped with the Ship Mark to all Galvanized items. FAB BY: GRID LOCATION EL E-REF 13601 CHECKED BY: 36-375! 1°1-9 Ienµ I v I FIELD BOL15 111114W BILL OF MATERIAL Piece Minor Length Steel Qty Mark Mark Description Ft.-In. Remarks Grade HANDRAIL 1 13701 PIPE1.114SCH40 13'-2 1 R" 'DC 4 m13003 ROI 0'-21/2" AM 1 m13005 PIPE1-II4SCH30 1•-1 718' Are 1 m13006 PIPEI.1146C940 0'-2 15/16' Nxve 1 m13007 PIPE141430I140 01.215(16" Nate 2 013009 PL115X1 Vd 0'-1 1I2" N< TOTAL WEIGHT: 36 Cla came t m130 _ Cmlauoa 4. ,@ n Jf W01 1 cm1a41 m13007) IY.11VI1IRPEI-SSCHIO x t 3'.2V4 11'-01m male E9 RI �-' (m13005) • .510 Al/ LI 6Ir I / 1Ilg5 x.1)RI 1I A-A <V.....-' 114T�.+14 NOTE: t,� HANDRAIL TO BE ALL WELDED CONSTRUCTION M B REMOVE ALL BURRS,SHARP EDGES,AND LEAVE SMOOTH TO THE TOUCH 403003 .aVn ti PAINT NOTE: HANDRAIL TO BE PAINTED AFTER GALANIZING 3yY O c r Nwo COMP 1 �,,v4 a. :iik A For Approval Only 0 210 8120 1 9 RS e 0 For Fabrication 12120/2019 RS 1 PER SHOP CALL 0110612020 RS REV. DESCRIPTION DATE BY 1010As�F.4 DV/WC t ° aalc `, yjCERTIFIED Welding&Steel Inc. `1 C$ <FABRICATOR 257 Hwy 95 N.-Grangeville,ID 83530 2 I I�5H(208)983-7608 Fax 1208)983-7621 e61' HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:GLV PREP:SSPC-SP3 LOCATION/EXPOSURE: INTERIORIEXPOSED PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD.OR 97224 DRAWN BY: JJ CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE-HANDRAIL- 13701 LAYOUT BY: DRAWING NO. FAB BY: GRID LOCATION ELEVATION E-REF CHECKED BY: 13701 SO-ST/SR -o vs/ve 1 a4'`1 O1,1 FIFLOe0LT1 I LENGTH BILL OF MATERIAL Piece Minor Length Steel • Oty Mark Mark Description Ft.-In. Remarks Grade FANORAIL 1 13702 PIPE)-1145Ch40 13'-21/2" Mx 4 m13003 801 0-2 1/2" is 1 m13007 PIPE1-0430140 0'-215/16" MN 1 m13009 PIPE1-1930H40 1'-1718" MC 1 m13010 PIPE1-I910CMO 0'-215118' ass 2 P13009 P1_11891112 01-1 VY my TOTAL WEIGHT: 36 m13010 (m13007) As m , (13702) _ ° _ _ .. _ _ _ - IIT m13099 m r p m13003 I1l.\, (m13003 m13003 `m13003) 13009 13009 12'-111116(PIPET'4SCH40 213'-2V2) 11'-017(18 1'-013116 En En m13009 P mgi 9� A . •sgs a • I ,, m1 0.1H•al NOTE: 12 77 j144 Ilk cona HANDRAIL TO BE ALL WELDED CONSTRUCTION 4 — REMOVE ALL BURRS, SHARP EDGES,AND LEAVE SMOOTH TO THE TOUCH 400#0,, Ate; clye,�. PAINT NOTE: HANDRAIL TO BE PAINTED AFTER GALANIZING .r4 P. /m13003 0 A ®Qlti; �qVn w'�HH A For Approval Only 02108/2019 RS 0 For Fabrication 12/20/2019 RS 1 PER SHOP CALL 01/06/2020 RS REV. DESCRIPTION DATE BY „` c • fti``+N re w W m13003 —ADVANCED ' ar144 Welding&Steel Inc. Mgt\u AeRTcAoD, 257 Hwy 95 N.-Grangev111e,ID 63530 J 1 PH(208)983-7608 Fax(208)983.7621 a44ue14'r HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:GLV PREP:SSPC-SP3 LOCATION/EXPOSURE: INTERIOR/EXPOSED PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: JJ CHECK BY: RG IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE- HANDRAIL - 13702 LAYOUT BY' DRAWING NO. FAB BY: GRID LOCATION ELEVATION E-AEr CHECKED BY: 13702 8 5-67/6J O•13/16 I-',P"I 0„TI nELOBOLO I LENGTH BILL OF MATERIAL Piece Minor Length Steel Oy Mark Mark Description FL-In. Remarks Grade hANORAIL 1 13703 PLIX1 12 13.-21/C Ax 1 913002 PL1%11I2 1'-1 1/2" •w 1 p13003 PL11R%11I2 3'-25/6" A++ 1 p13004 P1.1120112 3'4 1/16" ma 1 p13005 P1.1120112 3'-33/4" na 1 p13006 P1.1 1I2X112 3'-65/16" aT �p13006; (p13003 3 p13014 F61142 0'-3" ma P 130W A. `P77f1105I L TOTAL WEIGHT: 175 s1, ('13703 Ili II1 ifp130021 ,,e� MX/ f1� EMU 12'.3(PL1X1 82 x 13'-214) . 11'-118 1'-11h 4'-0 3%0112 I 1'-0 11/2 '3• 11IA _.p13002.) i 12 ti.4 A1v, N C p<ivP a. 4 p13014 in 1 CTR'D 5T,6 \ NO PLANT u- 77/7 o b g `4 NOTE: p13014 HANDRAIL TO BE ALL WELDED CONSTRUCTION CTR'D REMOVE ALL BURRS,SHARP EDGES,AND LEAVE to NO PAINT SMOOTH TO THE TOUCH c A For Approval Only 02/08/2019 RS , 0 For Fabrica8on 12/20/2019 RS REV. DESCRIPTION DATE BY s .12 p1301a n NO PAINT ( ') x s t'm DV/1NC \CERTIFIED Welding&Steel Inc. P I FABRICATOR 257 Hay 95 N.-Orangevile.ID 83530 75 PH(208)983-7608 Fax(208)983-7621 %I ' la HOLES: AS NOTED A BOLTS: AS NOTED z WELDS: E70XX PRIMER:GLV PREP:SSPC-SP3 LOCATION/EXPOSURE: INTERIOR/EXPOSED PROJECT: TIGARD HIGH SCHOOL PROJECT A: TIG-614 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: JJ CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE-HANDRAIL- 13703 LAYOUT BY: DRAWING NO. FAB BY: GRID LOCATION ELEVATION E REF CHECKED BY: 13703 56-57/SJ-59 204.-0- FELO BOLTS LENGTH Pz ' "raaGEANc3i. lQ °`14 BILL OF MATERIAL • Piece Minor Length Steel Oty Mark Mark Descriplion FI.In. Remarks Grade ' t II ln+ww� STAR C P�1Boz) 'O' 11 —\ 1 14601 PL112X12 13'-11/6' X. TYP e. 7T5- Ill II II II II II Ii I' II II 2 a14001 t3X331(4 0'-a^ ....a 16 II II II II II II I. I( II (014008) 1y1% Ailla 2 914001 WIG 1ro An nO. I 1 p14002 PL112X12 13'-1 1/8" (iOCeew3Lp) II II II II II II II I! I! II au I I II II L. II II II II II 1 p14003 PL1zGBxz3ws 4•-r as I '... li 10 p14004 P11200(231(16 a'-1" ax I I II I I I I II I I II I I I I I / 4F 2,®12 Pa roPAN C pl4aoa) ("MO p14905 PL12Ga%7141 9'1" CP14004 u I PI400E (plow Cp1ww ('I<aw) ('4'6' l PHow ow (Pi1Ca5 J (P,1pBS�I�l I N I I 1\I I �I I �I I >\19 Z I I I I I �I I d 1 p14006 PL12GBx25l6 a•.r .� �1 2 p14007 PLIIB%I CAT (11106 I, II II I I II In I II I TACK WELp 1,®3 RAN T041PoNCfR TOTAL WEIGHT: 1004 I, II II I II I IN II II II II II II II II II II II I1 II uF I,®B PAN TO STRINGER "*'e I II II II II II II II II II (a14w1� 1, I 11 11 11 11 I I 11 1R 4 DETAIL u 14601 Plwal -PI 11'-4 1P-91/0 1 67/8 61& 11 TREADS r§11'(HF)=10'-1 ,11% 3 - 31\ ,111101 4--.. — W .. 10 . J 4 a , N01e :6.2 12 [-- — 31¢ tl \ G pb r I CUT Srl,, [ — J 21h [_ ) k0 GAL. br _ [— — J Z 0 0 DET,1 A For Approval Only 02/08/2019 RS L ` -1' o For Fabrication 12/20/2019 RS IIP [_ , 1 PER SHOP CALL 01/06/2020 RS ,b1t.6 ' REV. DESCRIPTION DATE BY Au16 ADVANC-Et•°� 4 Welding&Steel Inc. I� QFABR!CATO�R WBV 85HIE8 257 Hwy 95 N.-Gran9avllle,I083530 1 .0\ -a1L9p1 PH(208)983-7608 Fax(208)963.7621 0o " I-`A'el HOLES: AS NOTED '1, BOLTS: AS NOTED WELDS: E70XX A�A6 10�t6 3C PRIMER:ALL STEEL THIS SHEET IS GALVANIZEBREP:SSPC-SP3 c, Cii LOCATION/EXPOSURE: 8 PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: JJ CHECK BY: RG REF DWG: SHOP NOTE: JOB COLOR: ORANGE AND YELLOW STATUS: Hot Dip Galvanize after fabrication.Seal weld in CUT BY: FOR FABRICATION addition to welds shown.Shop to provide weep LAYOUT BY: ONE-STAIR- 14601 holes as necessary for Galvanizing.Attach metal tag DRAWING NO. GRID LOCATION ELEVATION a REF stamped with the Ship Mark to all Galvanized items. FAB BY: 92-SI/SF-SE 94-4 CHECKED14601 -cr... —.� .am .,-�.. BY: lar'lorl FIELDODo-s I -- BILL OF MATERIAL Piece Minor Length Steel Qty Mark Mark Description FL-In. Remarks Grade , HANDRAIL 1 14701 PIPE1-1145CH40 13'-2 1/2" Asa 4 m14001 601 0-2 1/2" ss 1 m14004 PIPE+4ASCH40 1'-17/8" um 1 m14005 PIPEI.1I45CH40 17-215/16" AN 1 m14(106 PIPE1-1ASCH40 0'-215/15' ma 2 014008 P1185110 0'-1 1/2 me TOTAL WEIGHT: 36 (m14005) m14008) s 7 14701) 't m14004 ti s I m14001) m14001 (m1400,c1r m14001 014008) �p14006; U V 12-1+416)PIPE1-114SCI440)4 13'-241) , 11'-01A16 1'-010/16 , EO EO kt (m1400d) I 41. ® 12 m14001 al /• `v:J xrAi 01 �� P ij NOTE: 1,14, ;14 I 34• HANDRAIL TO BE ALL WELDED CONSTRUCTION REMOVE ALL BURRS, SHARP EDGES,AND LEAVE �",\,6 t;•01 m14001 �� SMOOTH TO THE TOUCH A A-A T'IP / w`"�� PAINT NOTE: r / HANDRAIL TO BE PAINTED AFTER GALANIZING 0_... • A,y1. 111381111 � 9T ``NAN *44 A For Approval Only 02/08/2019 RS �< / ' 0 Far Fabrica8on 1212012019 RS 1 PER SHOP CALL 01106/2020 RS T,e-d_; FIISTYJ REV. DESCRIPTION DATE BY CO`NA (m14005 75.% Welding&Steel Inc. 257 Hwy 95 N-Grangovllle,ID 83530 gl5�i_)CERICATOD . 1 PH(208)983-7608 Fax(2D8)983-7621 / a1' HOLES: AS NOTED BOLTS: AS NOTED WELDS: E7OXX PRIMER:GLV PREP:SSPC-SP3 LOCATION/EXPOSURE: INTERIOR/EXPOSED PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD.OR 97224 DRAWN BY: JJ CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE—HANDRAIL— 14701 LAYOUT BY: DRAWING NO. --- FAB BY: 14701 o LOCATION N c 0SF CHECKED 8Y: G SC -5E s -013/16 ITOI I I FIELD BOLLS I LENDAI BILL OF MATERIAL Piece Minor Length Steel Qty Mark Mark Description Ft.-In. Remarks Grade HANDRAIL 1 14702 PIPE1-1/450440 13'-2 1/2" DA 4 11114001 901 0'-2 1/2" .a 1 1114006 PIPE141400040 0'-215/15 ADS 1 m14007 PIPE1-11650100 1'-I 7/6" AM 1 m14008 PIPE1-114SCH40 0'-2 15/16" nm 2 p14008 PL1kX1 IR 0'-1 1/2" DI TOTAL WEIGHT: 36 ' 'll. •IbV (m14001) f� bV �I,T'�//J EN a: .N m14001 e 14702 —� I� i (m14008) (m14007 m14006) 17-111/16(PIPE1-114SCH40 x 13'-2172) 1 t'-013116 , 1'4114'16 EQ EQCalla m14007) �l • �9 ` � m 3116V NOTE: HANDRAIL TO BE ALL WELDED CONSTRUCTION ® / CIECII REMOVE ALL BURRS, SHARP EDGES,AND LEAVE 12 / ml4001 ''°`a' SMOOTH TO THE TOUCH A A P P 1ta 1y4 N's1l` , . 8•1 m14001 % PAINT NOTE: Elm HANDRAIL TO BE PAINTED AFTER GALANIZING 1y A 4 6Ah N � A For Approval Only 02108f2019 RS Eicu • ��,``,�q° 0 For Fabrication 1 2120/2 01 9 RS '°��° 1 PER SHOP CALL 01/06/2020 RS REV. DESCRIPTION DATE BY le m14001 a' 2-71801 DVANCED 9592 a. I �, Welding &Steel Inc. igl��i w,CERTcIaroD '4' 1yE 257 Hwy 95 N.-Grange,ille,ID 83530 2 I PH(206)963-T600 Fax(206)983.7621 ',Wen HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:GLV PREP:SSPC-SP3 LOCATION/EXPOSURE: INTERIOR/EXPOSED PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: JJ CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE-HANDRAIL- 14702 LAYOUT BY: DRAWING NO. FAB BY: l GRID LOCATION ELEVATION E-REG 14702 sarsrse b,13/2E CHECKED BY: IonRIN I FIELD"-TS I LENGTH BILL OF MATERIAL L Piece Minor Length Steel • City Mark Mark Description Ft.-In. Remarks Grade HANDRAIL 1 16701 PIPE1-11/50140 13'-11 13/16 xu 5 m16001 801 0'-211/16' me 1 m16006 PPE1-114SCH40 0'-215/16' ..s 1 m16007 PIPE1-141SCH40 17-215/16" u> 1 m16008 PIPE1-1401-140 1'-1 7/8" wse 2 P16016 PL116A11R 0-11/2" .x TOTAL WEIGHT 39 .16016 ''t' m16006 ' r, �`, 49 I =o I I 16016 1 TH -N (m16007 13'-0513(PIPE1-1(tSCH40 x 13'4114'16) 11'-1111/16 1'-010116 EQ EQ m16008) 2 m16008 06001 14..11s 01 / 4 2.7A1re1 °' NOTE: ,14 ,14 m16001 HANDRAIL TO BE ALL WELDED CONSTRUCTION sS N6 CHEM 12 TIP SMOOTH TO THE TOUCH A-A REMOVE ALL BURRS, ARP EDGES,AND LEAVE 1.5:‘ N\\Vt. m 60H i ' PAINT NOTE: 4 �•5` ` ,� � HANDRAIL TO BE PAINTED AFTER GALANIZING �`,\a A For Approval Only 02/08/2019 RS �I 1.4 0 For Fabrication gst>e' I7-Aerel 12120l2019 RS 1 PER SHOP CALL 01/06/2020 RS `; REV. DESCRIPTION DATE BY m16007;_ � 1 m e .O limodio 0. DV/WC 4e.`e' „,, Welding &Steel Inc. I QFr eRTIFIED 257 Hwy 95 S.Orangeville.10 7 83530 1 i S CERTIFIED . 1 PH(208)983-7608 Fax(208)983-7821 49.e1e' HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:GLV PREP:SSPC-SP3 LOCATION/EXPOSURE:EXTERIOR/EXPOSED PROJECT: TIGARD HIGH SCHOOL PROJECT 0/: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: KB CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE— HANDRAIL — 16701 LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: .... , -.� .,tea CHECKED BY. 16701 s1-SOCL-s! I -oSON TV."-I Ory I FEW BOLTS I LENGTH BILL OF MATERIAL Piece Minor Length Steel Clip Mark Mark Description Ft.-In, Remarks Grade HANDRAIL 1 16702 PL1/2%2 13',11 5/8" Na m16012� 1 m16002 H991-112%1-t12X114 3'-/011/16" N, °' ` m16009 t (016020 m16010 -N 1 m16003 HS51-1R%1.1RXIl4 3'-8" NA � - a _-. __.- - - - 11 • iwimi 3 m16004 HS51-1RX1.112Xl/4 3'-713/16" NA 1 m16009 PIPE+-11490N90 13'-117/6" No p21013 `76002� `6702� m18004' m76004� m1600It �m16003� '__m,,,1,001,1 p21013) 1 miBOtO PIPE1-1145C1140 1'-1 7/8" RE 1 m16011 PIPE1-114SCH10 0'-2" so 1 m16012 PIPE1.1/46CH4O 0.-1 15/16" aA 5 m16013 RB3/8 0'3 5/8" An 1 016001 P1-1RX2 3'3 518" N, isi ,3'-I V16 1 p16002 PL1R%2 r51/O" uF 16 p16005 P1.11402 0'-3" Ax 1T-01 y, 1'-0+476 : mc A • 6 p16006 PlWB%50 3'-0]It6" 12'-6 7�I6 7 016007 PL5I8%58 2'-]9116" 4@3'-01'-11s gPOSTS to z9 p1600e PLSBOO/S 2-6 1/2" 31116 1 018009 PL51BX5I8 2-83/4" N. 116002 1 016010 PLSBO50 2'.5" N6 :1:2....: 1 p16011 PLSBOSIB 2'-11 3/8" uc m1601.0; m18010 I p16012 PL516X58 0'-3 1/2" Aa :p18018� ; =4s An ` ` E p16013 PL5BV58 0'-015116"i 1 p16018 PL1%3 3'J 3/18" nnsR Bi1 p16019 PLt%3 14'-0]118" usypbm1 121E4/� 1 016020 R1X3 0'-61/2" AxA'k C m S �780115 � an ,p16005, r 11 rni013� 2 021013 PL1RX1IR 0'-1 1/2" m '/ S N TOTAL WEIGHT: 500 (.16006) �h'� 8 2 .. 3 R S m m16003, • p16008 �� • • i $ f. • NOTE: / —r ,p16065, HANDRAIL TO BE ALL WELDED CONSTRUCTION q. .Pi66os- I a .II KP 4 516ao5 ,ram/ a 6B,2 a A REMOVE ALL BURRS, SHARP EDGES,AND LEAVE n9006 ��, m o _ IA ' ' SMOOTH TO THE TOUCH J p16 p9 —I 7 3'-0+54e ---- 2444 2-7796 244 a e I �.216005: n4 PAINT NOTE: 'p16005: '$ I n a .o b Y6,6z p+so65 , e k ,� HANDRAIL TO BE PAINTED AFTER GALANIZING ., Y i r fhb ��'!Ilk! - S I 'In I i f 11=1/ I�� A o os ors Rs o Approval 21 l a For Y GRAB RAIL .,"��^ ," �p1app5�' o % 0! hi___ 111 li \ w Ofrz „LDET.1-` m DV/WCED °°n+m` WeldingSteelInc.p18006n(p16018 HOLES: AS NOTED ll BOLTS: ASNOTEDWELDSE70XX MI PRIMER:GLV PREP:SSPC-SP3 PLOCATION/EXPOSURE: ti�6PROJECT: TIGARD HIGH SCHOOL � PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. :::: LOCATION: TIGARD,OR 97224 DRAWN BY: KB CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE-HANDRAIL- 16702 LAYOUT BY: DRAWING NO. — FAB BY: GRID LOCATION ELEVATION E-REF CHECKED BY: 6702 S1-SSISL-SJ Ii'','I an I ''EL''''''' I L NGTM BILL OF MATERIAL Piece Minor Length Steel Oty Mark Mark Desolation FI:In. Remarks Grade HANDRAIL 1 16703 PL11232 11'-10 112" A'. 4 m160D3 H681-112X1-012Xt14 3'A" ax 12 p16005 PLII4X2 0'-3" ASS 6 p16010 PL5IIXS16 2'-8" xx 2 P18014 PL518X5I8 3'-3" xa 26 p16015 PLSBX518 T-7 3/4" xn 1 p16017 PLIX3 11'-11 3/4" xn 4 p16021 PLSI865/8 3'-6 1/T see TOTAL WEIGHT: 370 m16003 -- 16703—, m16003; m16003,-- _.� — ---0---,--- 66,7- NOTE: HANDRAIL TO BE ALL WELDED CONSTRUCTION REMOVE ALL BURRS, SHARP EDGES, AND LEAVE SMOOTH TO THE TOUCH 11 11•-113'4(pow X 1P-10112) ' 3'-elh a•-6 POSTS 4'-6 Afy7 { f PAINT NOTE: 2L, 3'-3 t2 3'-6'h 3'-6'h ,2 4 HANDRAIL TO BE PAINTED AFTER GALANIZING 201 • 8 41(4 ©PICKETS ,4710 23'4, , 9043'16 a PICKETS ,41316 9@43jt @ PICKETS 413116/016005) D16021(o16005 \ \ 8005P0 (P8016005) . . .9 1. .-. .J �. .. L. �. .. v �. v 1 .. .. .. 1✓ .. .. v .. L. .. \m160D3) i -0 iv "• LP �p76010� \p16010) ;plseas; � A For Approval Only 02/0812019 RS _ _ _ _ -p,fi005) 0 For Fabrication 12/20/2019 RS 'N_ '' —� 1 PER SHOP CALL 01106/2020 RS o- s 1--- P16014 : I —311003- -', .16021 .16005 �16005 16021;p16o- p REV. DESCRIPTION DATE BY . . I' • . I" • Q (m760113) 6 (m16003 a g z o i Ce 2 0 2 3 Y DVANCE 4,..V kr, Welding&Steel Inc. (115 ))-- FABRICATOR 257 Hwy 95 N.-Grangeville,ID 83530 2 1 PH(2061983-7608 Fax(208)983-7621 'km`4‘ HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:GLV PREP:SSPCSP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: KB CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE—HANDRAIL— 16703 LAYOUT BY: DRAWING NO. FAB BY: GRID LOCATION ELEvArooN E-REF 16703 51s3l3L-5a1 19+-9 CHECKED BY: Iepv I I r I 'IEla can I Leer, BILL OF MATERIAL Piece Minor Length Steel R.rsnoa✓ Cmuoo4 Mark9 ee (mn006J \ (moot) OryMark Description Ft.-In. Remarks Grade 9 _ _�I /Y ..�- a STAR I I - I — - — -- I I _.. 1 1 I -- s —I— — I I 1 17601 a2x20.7 13•-5' am I tl II I I I I I I I II 1 m17001 C12220.7 0'-77/16• m O 1 m17002 C122207 0'-77/16'IV II I I IIN m vuos I @ II I i II 1 m17003 G12020.7 0•-61/6" am 1 01117004 CIS(207 tP-6 1/8" .x I I II I I I I I I II 1 m17006 C12n0.7 1a•-s' am N II I II ar 2•0002 FANTOPAn 2 P17001 PuwII3 o•-n' a. 2 p17002 PL9420 0'-11 7/6'I II I I C I I I I II Lm I I I I I I 1 I I I I I I c 51 707004 1112G/)(231116 5-4 1/4" .„ I I(1,new IIII P I Snaps) i-- 4, 1.go Pnn'TO STRINGERpnoo5 PL12G0%018 6-4 1/4" M (v17004 (F17004 (Pn0o4 (v17ow (vl mw (pnex (v17ro4 (P170w) (Snow '( - 1 017006 PLIOOav2211116 SA 1/4" All I I I I I I I I I I I vnOp4 TOTAL WEIGHT: 1270 // !� Iva TO 37PHG0A I II I I I 9 I I I I I IF 1 I 9 I 1 II ..!...- DETAIL 1 I I' i I I I II II 1 11 L I 4 m1_WE; mncm 1I S is 10-IQ1t 616 19 AI II TREKS 01170-)=10,1 1% `h ..� aF � a OS' mlrom . �1� P1iWi ,I/ ` � / 2SI•9— r1 i �� a GOT CiSG,•° I _ B O� ,4 /I / oGAL A For Approval Only 0 210 81201 9 RS v 0 For Fabrication 12/20/2019 RS 1 PER SHOP CALL 01/06/2020 RS It, REV. DESCRIPTION It DATE BY -�r I DVANCE arpq I DET.1 Weldin &Steel Inc. C NCCeEpRr1TIFrIEDp 257Hwy 95 N�Gmngaville,ID 83530q�J�« �QIr10RICAl OR PH(208)9B3-]808 Fax(208)983-7621 541e+d' 1 V 1, HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX -1 .,F Ilkier'L PRIMER:ALL STEEL THIS SHEET IS GALVANIZE BREP:SSPC-SP3 2 SIDES ' I/ LOCATION/EXPOSURE: q °°p2 /�►r = m 6 PROJECT: TIGARD HIGH SCHOOL r FIF Z PROJECT 4 ADDRESS: 9000TIGW DURHAM RD, Ids minim Q LOCATION: TIGARD,0R 97224 c n% DRAWN BY: JJ CHECK BY: RG IREF DWG: SHOP NOTE JOB COLOR: ORANGE AND YELLOW STATUS: Hot Dip Galvanize after fabrication.Seal weld in CUT BY: FOR FABRICATION addition to welds shown.Shop to provide weep LAYOUT BY: ONE-STAIR- 17601 holes as necessary for Galvanizing.Attach metal tag DRAWING NO. GRID LOCATION ELEVATION a-aer stamped with the Ship Mark to all Galvanized items. FAB BY: e35L-SJ O1-a 17601 CHECKED BY:.m-- ITOT l'L I FOLD BOLTS I LENGTH BILL OF MATERIAL Piece Minor Length Steel • Ory Mark Mark Description FL-la Remarks Grade 1 HANDRAL 1 17701 PIPE1-114SCH40 13'-2 1/2" w 4 m17007 001 0'-2112' Ax 1 m17010 PIPE1.IHSCH40 1'-1 7/8" 1A 1 m17011 PIPE1-114SCH40 0'-215116" Av 1 m17012 PIPE1-114SC840 0'-215/16" ML 2 P17003 Pt1161(1 112 0-1 1/2' wLE TOTAL WEIGHT: 36 1 (m17011 m17012) 'sn.i I.17701) a A 0 (m17010) r - C - - (m17007 N m17007 - (m17007 _+- m17007 111V p17003 ( `p17003 1Y-111/16(PIPE1-14SCH40x 13'-2V2) 11'-01116 x 1'-01416 /67118,67116, l'e A T m17010 - • • "'s Mr BIM 12 U eV- 11414 14 as// ql iP L L 1511 Ne A- $' VPA 15\tw 4 NOTE: " ko HANDRAIL TO BE ALL WELDED CONSTRUCTION REMOVE ALL BURRS, SHARP EDGES,AND LEAVE SMOQ{TH T p ITQUCH 02/08/2019 RS 's / 0 For Fabrication 12l20/2019 RS imamREV. DESCRIPTION DATE BY q,,UA (p17003 w�P y jA 6�'/'' �\e DVAN�.r 10"44 Welding&Steel Inc. q'�C CERTIFIED 257 Hwy 95 N.•Grangeville,ID 83530 3 '<FABRICATOR ,PH(208)983.7608 Fax(208)983.7621 44R B HOLES: AS NOTED BOLTS: AS NOTED WELDS: E7DXX PRIMER:ALL STEEL THIS SHEET IS GALVANIZI PREP:SSPC-SP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: JJ CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: SHOP NOTE: Hot Dip Galvanize after fabrication.Seal weld in CUT BY: FOR FABRICATION addition to welds shown.Shop to provide weep LAYOUT BY: DRAWING NO. ONE- HANDRAIL - 17701 holes as necessary for Galvanizing.Attach metal tag B-REF stamped vdth the Ship Mark to all Galvanized items. FAB BY: GRID LOCATION ELEVATION CHECKED BY: 17701 5 53L-sJ -G is/vs ITA.]OiVI FIELD BOLTS I IErvcm BILL OF MATERIAL Piece Minor Length Steel s at)' Mark Mark Description Ft.-In. Remarks Grade HANDRAIL 1 17702 PIPE1.114501140 13'-2 1/2" As 4 m17007 801 0-21)2" us 1 m17012 PIPE1-114SCH10 0'-215/16" As I m17014 PIPET-114SCH40 1'-1 7/6" As 1 m17016 PIPEI.IMSCH40 17-215/16" •s, 2 p17003 PL1/831 1Q 0'-1 1i2" av TOTAL WEIGHT: 36 p17003 a (07003 h m1700)7 11 of m17007 =ED s g 17702 .11 n�. .. - - - -"-}- - - - U i. _ - "AIM "'(m,7015 IMMO m17012 12-11146(PIFE1-14SCH40 x 13'-210) 11'.013116 , 1'-013/16 , 06 67116 , m77014 � MEDI ,3A 0® / Li 12 (m1700 s-r66re1 3116r f 114 114 14 ,�I A-A P TVP '007 �,Uk NOTE: "A / HANDRAIL TO BE ALL WELDED CONSTRUCTION \`gm REMOVE ALL BURRS, SHARP EDGES, AND LEAVE \�L`^4• SMOOTH TO THE TOUCH — A For Approval Only 02/08/2019 RS <� 0 For Fabrication 12/20/2019 RS ''1.,--'''' REV. DESCRIPTION DATE BY . fire m17015� +` ,y ;p,7003 �' �� ADVANCE j5 \ CERTIFIED Welding&Steel Inc. ( 4FABRICATOR 257 Hwy 95 N.-Grangavllle,ID 83530 PH(208)983-7608 Fax(208)983-7621 08.e,1* HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:ALL STEEL THIS SHEET IS GALVANIZiBREP:SSPCSP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-614 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: JJ CHECK BY: RG IREF DWG: SHOP NOTE: JOB COLOR: ORANGE AND YELLOW STATUS: Hot Dip Galvanize after fabrication.Seal weld In CUT BY: FOR FABRICATION addition to welds shown.Shop to provide weep LAYOUT BY: DRAWING NO. ONE- HANDRAIL - 17702 holes as necessary for GaNenizing.Attach metal tag GRID LOCATION ELLvn pow E-ear stamped with the Ship Mark to all Galvanized items. FAB BY: ®,,,,� ,,, ",,.� ",,,., CHECKED BY: 17702S3-S4/SLSJ a-n i sits L FELE ears teem WEDGEQC E22 AEC 3111/(611/2 BILL OF MATERIAL • Piece Minor Length Steel v • 1wo1 (aIWI 11 Qty Mark Mark Description Ft-In. Remarks Grade t3W2 3, STAR 1 I I I I I I I I ,.arel p{ . I 18601 PL1QX12 134.1 1fa' ilai 2 a18001 L3X3X114 D'4' I I I I f I I INE I II I I 1 2 018001 Pul2X6Y8 1-0^ I •I I II I I p1e0m `. _ 1 p18002p18003 PLIf2J(12 134-1 -1" ac6w 9 (p1wae) PAN TO PAP 018003 PL12GaX231116 04" ua 1 1 F a®'s 10 18004 PLlzoax231116 4-1" I it P I I 1a105 it .714078 v 1 018005 PLIZGa%]11d II I I S1 1 (p130°44 'II pls.w Cm� (m8004< 1 p1E004< 1 (p+e06e� I (m1014< Cp10W1< (p18001 (o A0p4 11 CPIBW3 NE S PAN TO STENGER 1 018006 PU2388210 4'-1" pa 'l 11 I \a WELD) 2 018007 PLIIENi 0']" nx TOTAL WEIGHT: 1002 t II I PPN TO STPINOEP 1' 3 I I 1 I I I • k-el •I I �� 1 DETAILI I me°o'� (e16°P1/ 1 1, 11'a14 t 6''Q 8 1Q.8W 1%, n TPFAos a n•1•Id'1a'.1 6@ at 0 \ c T as•E. }\ All* v >trams If "If Ix a z —7 ` '44, b: co. 24 I a 6 No GALV. — -- I I a T L I - -1 DET.1 / A For Approval Only 02/08/2019 RS 7 0 For Fabrication 12/20/2019 RS I —7 1 PER SHOP CALL 01/06/2020 RS REV. DESCRIPTION DATE BY Z. I —7 aPs d• ilk ^ t. DVANCED w' =',,i°'= ' e s Welding&Steel Inc. Oil \ CERTIFIED ,Q FABRICATOR 16T m `p 257 Hwy 95 N.-Grangevilla,ID 83530 n PH(208)983-7608 Fan(208)983-7621a R' eii Cr CO- HOLES: AS NOTED n 0 a1t0111 BOLTS: AS NOTED WELDS: E70XX PRIMER:ALL STEEL THIS SHEET IS GALVANIZ4BREP:SSPC-SP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: JJ CHECK BY: RG REF DWG: SHOP NOTE: JOB COLOR: ORANGE AND YELLOW STATUS: Hot Dip Galvanize after fabrication.Seal weld in CUT BY: FOR FABRICATION addition to welds shown.Shop to provide weep LAYOUT BY: DRAWING NO. ONE—STAIR — 18601 holes as necessary for Galvanizing.Attach metal tag OHIO LOCATION ELEVATION E REF stamped with the Ship Mark to all Galvanized items. FAB BY: ®,.. ,per — ...a. CHECKED BY: 18601szsSISG-sF 19aJ I'GE'I LOW I FIELD BOLTS I LENGTH BILL OF MATERIAL Piece Minor Length Steel Oly Mark Mark Description Ft.-In. Remarks Grade HANDRAIL 1 18701 PIPE1-1145CHW 13'-2 1/2" AVS 4 m18001 B01 0'-2 1/2" x» 1 Jrn18003 PIPEI.II4SC146 1'.17/8" M» 1 m18004 PIPET-0145C440 0'-215/16" M» 1 m18005 PIPEl-114SCH40 0'-215/16" M» 2 614010 PLIBXI 1R 0'-1 1/2' no TOTAL WEIGHT: 36 m18005 m18003 (m18004 f (18701) -m w 4 :1L (m18001cjt (m15001 4 }Cm18001) 9 ,p14010-, 1Y-11186(PIPEI-V4SCH40 x 13'-21h) 1'-013I16 2 11'-013/16 , i i s EQ EQ 3• NOTE: m18003 g55 m , HANDRAIL TO BE ALL WELDED CONSTRUCTION 11111 .� + A I� REMOVE ALL BURRS, SHARP EDGES,AND LEAVE J I P SMOOTH TO THE TOUCH (m18001 1V4 1V4 \ Nb LL: 1111 A '3,,5a nP PAINT NOTE: �` , HANDRAIL TO BE PAINTED AFTER GALANIZING n! iv" I1QL1£d \12 411 6. .L�\ aye A For Approval Only 02/08/2019 RS � 0 For Fabrication 12/20/2019 RS xd�! 1 PER SHOP CALL 01/06/2020 RS 4 moo REV. DESCRIPTION DATE BY AANCj1SCERTIFIED m1300 �D Rim4 ;,yl\` Welding&Steel Inc. ( <FORR� - ► 257 Hwy 95 N.-Grangevile,ID 83530 h 014010 PH(208)983-7608 Fax(208)983-7521 �'A=60 HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:GLV PREP:SSPC-SP3 LOCATION/EXPOSURE: INTERIOR/EXPOSED PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: JJ CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE - HANDRAIL- 18701 LAYOUT BY: I DRAWING NO. FAB BY: GRID LOCATION ELEVATION E-REF 18701 52-S3/SG-SF +-oHviia CHECKED BY: lo-,I T4I PIES BOLTS 1 LENGTH BILL OF MATERIAL Piece Minor Length Steel Ory Mark Mark DescriptionFL-In. Remarks Grade CANORAL 1 18702 PIPE1-11/SCH/0 13'-2 1/2" .4 4 m18001 801 0'-2 1/2" nm 1 m18005 PIPE1-114SCH40 0'-2 15/16" +sm 1 m18007 PIPE1-114SCH40 1'-1 7/8" us 1 m18008 PIPE1-11400440 0'-215/18" ND 2 p14010 P1110%1112 (Y-1 112" rac TOTAL WEIGHT: 36 14018 (014010 y 4 m18001) (m18001) i (m18001. N^ N(m18(105 \?m18007) m18008) 17-111 8IPIPEI 114SCH40%13'52114 1'4113/16 11'-014'16 EC) EG A gi e ..m18007 , 11 ` m18001 % • 11/4 ,w LI NOTE: TMP 36► tk I HANDRAIL TO BE ALL WELDED CONSTRUCTION REMOVE ALL 9, "=a SMOOTH TO HER OUCH EDGES,AND LEAVE m,809, '� �2_ PAINT NOTE: \44' F HANDRAIL TO BE PAINTED AFTER GALANIZING �\ 9bV m18001 '�!} \ 74 . A For Approval Only 02/0812019 RS 0 For Fabrication 1 2/2 012 01 9 RS \ re 1 PER SHOP CALL 01/06/2020 RS REV. DESCRIPTION DATE BY CiIIIIP 4' ` 1 BIM 1 iDVANCE � [�< Welding&Steel Inc. ��JC ,<FAaeicaFTo� 257 Hwy 95 N.-Grangevile,I0 83530 4 PH(208)983-7608 Fax(208)983-7621 �Bn HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:GLV PREP:SSPCSP3 LOCATION/EXPOSURE: INTERIOR/EXPOSED PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: JJ CHECK BY: RC REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE-HANDRAIL- 18702 LAYOUT BY: DRAWING NO. FAB BY: ,8702 GRID LOCATION ELEVATIONB55BF CHECKED BY: 53/5G-SF -0 3/16 IaM1 I VI MEW DOLTS I LENGTH BILL OF MATERIAL Piece Minor Length Steel Oty Mark Mark Description Ft:In. Remarks Grade • HANDRAIL 1 21701 P19EI.II4SCH40 12'-95/15" MU,. 5 m21001 B01 0'-2 11115" As 2 m21005 PIPE1-11436440 1'-1 11/16" oi,or 2 m21006 PIPE1.11436540 0-3 7/16" Amww 2 921012 PLUI6111a 0'4 1/2" amxl TOTAL WEIGHT: 39 0• " ti2S 0 f•� CEIMI4 4 _I _ _ _ - (Atom) (mz1Wfi) tla5 14',9416(PIPEI'WSUNO x 1IA916) 1-01)6 12s 1016 NOTE: HANDRAIL TO BE ALL WELDED CONSTRUCTION REMOVE ALL BURRS,SHARP EDGES,AND LEAVE SMOOTH TO THE TOUCH ;pH01t�IIIM Ph s It ® f�� nP s• •i_ -11.121.111111111111111111111111111111111.1.21.°711-r. T11W1 A FWD Ron rin21N �' �� 1W P4 AA-A ;ptlMt� ` >i m 1W 1W ' xiaocl: ®� cam, h' a 1W't 114 EOM A6 ®, 'I m 7 PIICI£d Iy 11u RM CE02231 1W ,v, A For Approval Only 02/08/2019 RS 0 For Fabrication 12/20/2019 RS 1 PER SHOP CALL 01/06/2020 RS REV. DESCRIPTION DATE BY ADVANCE " I Welding&Steel Inc. (110),S).,CERTIFIED 257 Hwy95 N.-Grangenlle,ID 83530I PH(208)983-7608 Fax(20B)983-7821 ,. HOLES: AS NOTED BOLTS: AS NOTED n L•': I • PRIMER:NO PAINT PREP:SSPC-SP3 A • . •. . -E: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-014 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: KB CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE-HANDRAIL- 21701 LAYOUT BY: DRAWING NO. FAB BY: GRID LOCTT1ona ELEVATION E-REF 21701 CHECKED BY: s8-SLSN -a 3n6 BILL OF MATERIAL Piece Minor Length Steel Qly Mark Mark Description Ft-In. Remarks Grade HANDRAIL 1 21702 PL1/202 121-101/2" W 4 m21002 H381-112(1-123114 3•-109/16" Woe 1 m21003 KSSI-It22I-112XI14 3'-101/2" Woe 1 E121007 PIPE1-1116CH40 12-95/16" nvs. 1 m21008 PIPE1.1148CH40 0'-6 11/16" 0R"", 1 m21009 PIPE1.1/45040 0'-10114" nice. 1 m21010 PIPE1-1146CH40 0'-1 15/16" rime. 1 m21011 PIPET-1146CW0 0'-2 9/16' •aaw. 6 m21012 R63I8 0'3 5/8" ne 1 m21013 PIPE1-1/45CH/0 1'-111/16" "Taw. 1 m21014 PIPE14/46CH40 1'-1 11116" On. (m21012? 1 m21015 PIPE1-1N3CH40 1•-2 1/2" .aoaw e „ 1 WB) 1 p21001 PL11201 3-47/16" m __ _ - _�_ _ - _ _ _ - _ _ _ _ • • 1 p21002 PLtl2%2 0'-311116' +x m21 m211)07 »- i'i-_.-o�,= F--•- =c-.--c _ or--- r� oa-c�.- ---" - r-r-r-n -i� 16 P21005 PL1I4X2 (m21010 f "" ®i m21002: lm21002; m21002; m21003; 8 021006 PLsreXsre 2'-97/16' .�+ (P21012 r- m2ioaz, (m210115 m21009) 8 P21007 Emma2-11 7116" Ibi 711h6 28 p21008 PL69X.S8 2'-10 1/4" ue 1416 2 p21012 P1.1/8411/2 0•-11/2" ENE,. TOTAL WEIGHT: 351 } 14'-211116 12.95118 31116 '{I 4®3'-211116 POSTS 3/I NOTE: {I- 1 31h6 HANDRAIL TO BE ALL WELDED CONSTRUCTION 2Y41 r 2-94,6 4'4r 2'-94'f6 ao 2'-94't6 Nbr 2'-9'r18 27'a 2 2� f 2 REMOVE ALL BURRS,SHARP EDGES,AND LEAVE 7@41/1s @PICKETS 51156, 7041116 @ PICKETS 41105 , 7016§PICKETS 41416, . 7@41/6 M PICKETS 411116 faigilC SMOOTH TO THE TOUCH r POSTS • FA 6. V 1T-101h. 6I I soigillIlIllrowlillIllIllIlIll . 4r9in78I ,r' '.6r inn 2 1 PAINT NOTE: . rillIlli"IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII •171. .4i t ...--- - NO PAINT AT STAINELESS STEEL 111111111"1mzioiz; ')_ clii3ID 4„—e� �EY \ .2 006 1 •_"._ N _ .121005� TP eE' N e�a * ,r tz10os ,21006 � _= _ 'm21003) p I .r I m210Eir�_�� 1 IS' erg L Wi, 5'a, - �v '.1��1=1_ 8 � 1 n "in P m A—A A For Approval Only 0210812019 RS 4 1 „ m ;e 11 _ m — ,pNaos: 0 For Fabrication 12/20/2019 RS 1 o1 f 1 PER SHOP CALL 0110612020 RS � '•,: - 1 F REV. DESCRIPTION DATE BY w - � .21007 j __ s ,., 1 1 _— 1005 m 21006 M i - 21006 2ID05� 1m �.� z I= • pjp ^ a . 1 ;p2�00s: pzla. __ A 4 i �p21005.�1 r' iP �21005 si iYPm Cm210021 �j� 1� as•' 1 _�. p2100fi.z "• (m2,002J Mj� Welding&Steel O3530 ( <FIABRICATOR 4 257Hw N-GmngeID t� " a A PH(21181983-7008 Fax(208)983-7621 �1Oe®^6• HOLES: AS NOTED BOLTS: AS NOTED WELDS: E7OXX PRIMER:SWSSG PREP:SSPC-SP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: KB CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE-HANDRAIL-21702 LAYOUT BY: DRAWING NO. FAB BY: GRID LOCATION ELEVATION E-EEc CHECKED BY: 21702 -snsJ-eH so s Ory I'7;1 FIELD DOLTS I LENGTH BILL OF MATERIAL ` Piece Minor Length Steel Oty Mark Mark Description Ft.-In. Remarks Grade HANDRAIL 1 21703 PLUM 4'-31/4" ADn 3 is21003 H55142X1.1i2X114 3'-101/2" ASXD 8 p21005 PL114X2 0'-3' .6 4 p21009 71.90958 2'-11 1/2" As 4 p21010 115808 1'-71/8" ae 8 p21011 PLOIIXOIIB 2e-101/4" PA TOTAL WEIGHT: 121 /am {, .R1709) —o---i100.1,—k-`r-=c eg _d100.1 FOIted e4JV1 I'AA to tOr CAA 77: 4E10e 486 I Al 304"q° to lir Ir_19111Mr—MI=1 , NOTE: HANDRAIL TO BE ALL WELDED CONSTRUCTION REMOVE ALL BURRS, SHARP EDGES,AND LEAVE in: SMOOTH TO THE TOUCH 1111 I ll A For Approval Only 02/082019 RS �ip ram, . F' r END 7313 I 0 For Fabrication 1 2120/2 91 9 RS ^ � �� ° TO REV, DESCRIPTION DATE BY DVANCED F.,N.,,D, , Welding &Steel Inc. - in )V ABRTcATODR 257 Hwy 95 N.-Gmngevill0,ID 83530 PH(208)983-7608 Fax(208)963-7621 Otto' �� 1 HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:SWSSG PREP:SSPC-SP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: KB CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS' CUT BY: FOR FABRICATION ONE-HANDRAIL-21703 LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION F-FLED - ee-37/S15M nso-s FAB BY: ....... � CHECKED BY: 21703 I'OTS.I V I FIELD BOLTS I LENGTH BILL OF MATERIAL Piece Minor Length Steel , Oty Mark Mark Description Ft.-In. Remarks Grade HANDRAIL 1 22701 PIPE1.1/43CI40 28-09116" run.. 8 n122001 801 0'-2 11116" us 2 m22003 PIPE1-IA8CH40 1'-1 11/16" ueaw 2 m22004 PIPE1-IN5C140 0'-2 15/16" u12.04 2 022001 PL1/8%11N (P.11/2" umw TOTAL WEIGHT: 70 mu004) m211--- T[AI (m1N50) ® 2001 Ol 24.I14(PIPE1-V15CH10 x IFS0) ,'414s 25'111) 141010 m22aoi, TA (02260I IL 3,8% 13 - 1 ®� 1 1 moo✓ '` REM riiiirlill 3'`5$ M22001 CIZKIP I —q T �� NATO 3'd`+j 27, '� mY[001 ,m ,m 1,4 ,m FILM CRUD �l' Bey �a vm' N20 1 ,m I,m II t� N, FE44Z0 C2m, ., k II' HEM �w PA Im NOTE: HANDRAIL TO BE ALL WELDED CONSTRUCTION REMOVE ALL BURRS, SHARP EDGES,AND LEAVE SMOOTH TIaT T,-6Q,UCH 02/0 812 01 9 RS 0 For Fabrication 12/20/2019 RS 21IMMEI REV. DESCRIPTION DATE BY ^■I 5, DVAIVC y CII CERTIFIEQI Weldin &Steel Inc. '7FABRICATOR 257 Hwy 95 N. Grangeville,ID 83530 PH(208)983-7808 Fax(208)983-7621 1 A-A HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:SWSSG PREP:SSPC-SP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: KB CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE-HANDRAIL -22701 LAYOUT BY: DRAWING NO, -- - FAB BY: GRID LOCATION ELEVATION a-FIEF l 22701 s11-sta,so -o ssn6 CHECKED BY: Io`I'V I FIELDa"'TE 1 LEI OII BILL OF MATERIAL Piece Minor Length Steel • Oty Mark Mark Description Ft-In. Remarks Grade HANDRAIL 1 22702 PIPEI-1146040 26b 9/16" amzn. 6 r22001 801 0'-2 11116' rim 2 m22004 PIPEI-1146CH40 0'-215/16' rmaw 2 m22005 PIPE14145CH40 1'-1 11/16' non. 2 P22001 PLIIBXI 112 0'-11/2" nc-n. TOTAL WEIGHT: 70 22001 p22001 'a m22001 a IL II 1 11 + m22001- ry 1111 Iy{I (m22005 (m22004 n122005 1 (m22004 28'-14116(PIPE1 V/4SCH40x26'-016) 1'-014116 25-102 14416 Et) EO 2.0411 12 261-01/2 ZM1I ru0r}_ E21 • Mk 22001 ®L}�1 In' - -- m— 1141 ilk la I� B:� --- • L Ii IP BM] , - 1'4 114 I�h B7 V mow — _ __ _ �--� EC EO j14��114 1 '�� B71R� - - AI /4I I% m22001 �'\ -- 14��_ r I ili n�A A 22005 _ 1 0I1* ® eF A\ II Rem 1411/4 iw if 114 GM)IP- A 114 114 /To A For Approval Only 02/0 812 01 9 RS P • 0 For Fabrication 12/2012019 RS A-A — — REV. DESCRIPTION DATE BY �DVANC " 4 NOTE: `� �' NCERTIFIED HANDRAIL TO BE ALL WELDED CONSTRUCTION Welding &Steel Inc. (i <CERTIFIED REMOVE ALL BURRS, SHARP EDGES,AND LEAVE 257 Hwy 95N-Gran9eville.ID83530 g15C3, 1 PH(208)993-7608 Fax(208)983-7621 ``1esHP SMOOTH TO THE TOUCH HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX _ PRIMER:SWSSG PREP:SSPC-SP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: KB CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE - HANDRAIL-22702 LAYOUT BY: DRAWING NO. FAB BY: GRID LOCATION El FvnrION E-REF 22702 511-S13-50-SN 204-013n6 CHECKED BY: ITn I4T-I Flr.0B0LTS I 4.e1261, BILL OF MATERIAL Piece Minor Length Steel City Mark Mark Description Ft.-In. Remarks Grade HANDRAIL 1 23701 PIPEI-114SCH40 12'-0 5/16" A. 5 m23001 BOI 062 1/2" ue 2 m23002 PIPE1-0I43CH40 161 11/16" m 2 m23003 PIPE1-1145CH40 0'-215116" rn 2 p23001 PLIIBXI In 0'-1 1/2" am TOTAL WEIGHT: 37 It 23001 m23001) eXIID1 'IX r N II + II + m23001 ` m23001 ,� H (m23002) m23003 m23002 m23003 3 14'-11,/16(PIPE1J0SCH40 x 12'-0916) • x 1'-011h5 x 17-0 1'-018I16 / EC 1 EO pg% 12'-05i6 EO l EO f 3'-3V6 3'-3U6 2&1/Ifi Cm2300 (23701) a TIN IK -- — AI P230/1) A-A a 3 \Z m23001 `NE.rhial m 23001 z �re ' _ _ _ — �fA� 114 114 IN iV4 m23001 m23 7 2 CD 00 z'41 ul 1 3003� TYP NP (m230021 > N 72.e P Typ (m23001) 1J2 0I A For Approval Only 02/08/2019 RS 0 For Fabrication 12/2012019 RS 1 PER SHOP CALL 01/0612020 RS NOTE: REV. DESCRIPTION DATE BY HANDRAIL TO BE ALL WELDED CONSTRUCTION REMOVE ALL BURRS, SHARP EDGES: AND LEAVE SMOOTH TO THE TOUCH DVANCED` • pi,IHN Welding&Steel Inc. q15 )\ ABRTCATORR 257 Hwy 95 N.-Grangaville,ID 83530 PH(208)983-7506 Fax(208)983-7621 '✓tired' 1 PAINT NOTE: HANDRAIL TO BE PAINTED AFTER GALANIZING HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX Q PRIMER:SWSSG PREP:SSPC-SP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: KB CHECK BY: RG REF DWG: _ JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE-HANDRAIL-23701 LAYOUT BY: DRAWING NO. FAB BY: GRID LOCATION ELEVATION CAD- 23701 68ISPS0 -D-L3/2.s CHECKED BY: ITO'I"X I 'EIL BOLTS I LENGTH BILL OF MATERIAL Piece Minor Length Steel Qty Mark Mark Description Ft.-In. Remarks Grade HANDRAIL 1 23702 PIPE1-11450h/0 12-0 5/16' 333 5 m23001 B01 0•-21/2- as 2 m23002 PIPEL1146CH40 1-1 11I18- an 2 m23003 PIPE1-1950140 0'-215/16" An 2 p23001 PL116F1 al 0'-1 112• n» TOTAL WEIGHT: 37 (m23003 303003) 3 mE3lar NW3 0058 _ I 0 a ® _ _ T (mE3% wpi-.37 f� 1 `'4 r m]3001) 1a+Pqe PIPE1-tise81031T-010) 14131e 1T� 13-03V19 EO EO 2'E1k 12 e 3. EO 0 SO 0.3'06 3,310 2030 J0 C 023002 2002 n 2 q:g1 P 0301 02301 or""+ --- _ — - _ _ m2300z NP !yEE O 114 n4 3.T;•¢ m33]01 z.hil, i c AA-A TYP TYP 114 I�114 (m201 ECM it NS P I= ITIMO 11 A For Approval Only 02/0812019 RS NOTE: 0 For Fabrication 12/20/2019 RS HANDRAIL TO BE ALL WELDED CONSTRUCTION REMOVE ALL BURRS, SHARP EDGES,AND LEAVE 1 PER SHOP CALL 01/06/2020 RS SMOOTH TO THE TOUCH REV. DESCRIPTION DATE BY —ADVANCE e `ee3 PAINT NOTE: Welding&Steel Inc. DISC )_‘)CERTIFIED HANDRAIL TO BE PAINTED AFTER GALANIZING 95N.-Orangevl0e 1C83530 PH 1205 <FABRICATOR PH(208)983-7608 Far(208)983dfi21 retia0 1 HOLES: AS NOTED BOLTS: AS NOTED Q WELDS: E70XX __ PRIMER:SWSSG PREP:SSPC-SP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: KB CHECK BY: RG REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE-HANDRAIL-23702 LAYOUT BY: DRAWING NO. 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