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Plans (26) P2Die`ooie21 ciTSAW DZIA,AysA . OFFICE COPYRECEIVED IJUN I 1 2020 DVANCED D CITY OF TIGARD BUILDING DIVISION Welding (SE Steel Inc. 257 Hwy 95 N {> Grangewlle.ID 83530 P 208 983.7608 F.208 983 7621 Date: 1/18/2019 Page 1 of 2 Transmittal#: 6.6 Job#: TIG-814 Tigard High School Modernization Customer PO#: Neil Bruegeman Submittal #6.6 N2 Stair IFF To: DSL Builders Attention: Jeff Goodrich 1380 Hines St SE Salem,OR 97302 Sent Via: Email We are sending you enclosed,the following: Erection Drawings Shop Drawings Included are 1 set and 22 prints. Drawing Number Revision Description Date Detailed/Revised 7101 -7103 0 1/18/2019 7601,7602 0 1/18/2019 7704 0 1/18/2019 7706 0 1/18/2019 7708 -7714 0 1/18/2019 7801 -7803 0 1/18/2019 7805 - 7807 0 1/18/2019 E7001,E7002 0 1/18/2019 This material is being transmitted for the purpose listed below: For Fabrication Delaying the return of approved submittals will delay the delivery of materials. Remarks: Spec Section: 05 51 00 ADVANCED33 Welcing & Steel Inc. E ¶TIE ry lea � 1. 257 Hwy 95 N 0 GeangewIle,ID 83530 �w l„F P.208 983,7608',7,F 208 983,7621 Date: 1/18/2019 Page 2 of 2 Transmittal#: 6.6 Job#: TIG-814 Tigard High School Modernization Customer PO#:Neil Bruegeman Submittal#6.6 N2 Stair IFF If enclosures are not as noted,please notify at once. Advanced Welding and Steel, Inc Copy To: Ellissa Crow! By: Neil Bruegeman IS REVIEWED ❑MAKE CORRECTIONS NOTED []REJECTED 11 REVISE AND RESUBMIT THIS REVIEW IS 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 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 THE ITEM IS A COMPONENT. THE CONTRACTOR AND THEIR AGENTS ARE RESPONSIBLE FOR: DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE JOBSITE: ADHERENCE TO APPLICABLE CODES AND STANDARDS: INFORMATION THAT PERTAINS SOLELY TO THE FABRICATON 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. 05/22/2020 DAA DATE CATENA CONSULTING ENGINEERS BY /D 4T/ REln8a.ls IIININ OR Bp z 2 BOLT 3/4'00aIV2521 a'Y BILL OF MATERIAL 1'd B'SKa - a (a/owJ f� fry Piece Minor Length Steel s1, lm/oto 71 IOE toa r.,7aos Oty Mark Mark Description Ft:In. Remarks Grade _! I d- - __ _ _ix — Ll _ -_ — — "� STAR ,.I --- - - a/003 1 7601 d2X207 5-7 7118' ue '..-E7W3; us1 a756 UX3X44 6-0" x. 16911 o7W1) _1Si' 1 a7003 L4X4X3B 5-9 I/16" MS v 1 m7003 C12X20.7 5-7 7116" us 4 1 m7004 C12XI0.7 1'-0 9/16" us 1 m7005 612020.7 1•-6 9/16" us 1 m7006 Cl2X10.7 1'-69/16 us m m 1 m7010 CI1�0.7 7'-4 I/O" pie 1 p1589 PL3111A116 0'-3 1/4" us 1 p7001 PLYBX3IR 0'-6" us 1 p7002 PL3B1(3 0'-6 1/2" ue (v7B33) / 4 p7004 PL114X177B 6'-0" ue 1 p7011 P1.1WX3 0'-6 1/4" us 1 p7012 P1.114X3 1'-0" us • i p7030 PL31BX1511115 6'-0 3I9' Ds /av 1. I I 1 i� I� .. 1 P7931 PL114X3 0•-9 at 6' ue Cm1Bw) lam (Pros � 57oseii.(yr[ 1 us (n15a5) P7033 PL1I4X17]B 6 0" L J I 97035 PL114X14 6-0" us 3 p7058 PL114X211116 0'-11 1/2" es TOTAL WEIGHT: 1279 rasa 7% 4'-/IFB 1'd91e 1/ 67REM5®111•F)M'd IY.119ia G12P➢1 a 5.471g) , I 7'-1� 1 4•.7 2.391a 31L a P .�P9 I „`- a P 3SIDE$ t %� ICI Illt��® 290E9> �� ry, A \4P 3r116 16V _ Q / tD .jh Gllf GIP 01 ® 110 ...a"'--'' / 3 ,4 r:E 1a) 7W 5p5® (�aES) mJW6. �p1031� I h �6 11'/ I_ I TYP - - Tel N I � 1 o/Bo , DETAIL A S 5 �� 'a 3R 14 ePLDS p o / (p7ae) 1= -� / A For Approval Only 08/10/2018 PG u. r 3Gyl / 361DE4� 1� 4 3-,1x 3'�" v1fi DJP B For Approval Only 09/05/2018 PG CUT �� /� �///JJ��\ 25500 r /+a C For Approval Only 11/08/2018 RS „ -- -- "'�' DET.A - 0 For Fabrication 01/18/2019 RS m CP7W1 n • u AA-A w — — ," �� REV. DESCRIPTION DATE BY if,' iiK V/' Zi>/ (amen) x.lylyrol ks c3P 4a 190 t he I] q DVAN - aBe, Welding&Steel Inc. �IJV 8 <FABRICATOR 257 Hwy 95 N.-Grangeville,ID 63530 --1 PH(208)983-7608 Fax(208)983-7621 a0eaaeT 1 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: AN CHECK BY: LLM I REF DWG: 3rd PARTY INSPECTION REQUIRED Joe COLOR: ORANGE AND YELLOW STATUS: Type: UT/MT CUT BY: FOR FABRICATION ONE- STAIR -7601 Performed By: LAYOUT BY: DRAWING NO. FAB BY: GRID LOCATION ELEVATION E-REF 7601 N'I-N]n.IC-Na -n/s CHECKED BY: lV MN FIELD BOLTS LENGTH °2 W ENE 90.TSMO BILL OF MATERIAL 2 3 EYaE NU 224x5S 2' 2,pd1I1 Piece Minor Length Steel Oty Mark Mark Description Ft.-In. Remarks Grade STAIR 1 7602 C12X20.7 18 51/4" wx 1 a7003 L4X4X3E 51-91/16" eta 114.2T026 L'1"alT TIpB) 2 a7005 L363%I/4 0'-4 ex (HMI (ar000 ' I m7008 C12020.7 18'-2 7/8" ma LA fl (Mu 1 � I m7011 C12X20.7 8'-615/18" aerie A 1 p7001 R3/8X3112 0'fi" 1 p7002 PCU8X3 0'-61/2" xx mx) 2 ua p7009 PL111XJ 0'-31/2" 1 p7011 PL114X3 0'a 1/4" wx HP e r, 1 p7032 PL114X2 I5/16 xn p7Wz� 1 p7034 PL114X29H6 6'-0" ex 12-e+Ye'0 1 15 p7036 PL111X181116 6-0" ex (p7ro1) armJ ' �pmos) 1 p]03] PL111X197R C-0' ,as 1 . 1 - - PL1RX211116 0'-11 1/2" ex Z. Eilkla � J 4 6 P]O58 TOTAL WEIGHT: 2519 `L.�SIL^01 CM) �� n +e c— VI yr.r1k TYP a8•4 �'► 6[131! 16,0NIt VI I 1'®3 \\\ II \� ©e 16111E6pKo-n'VH•vaw L - —� B_B Mt kr 1-®3 \ nP k' 2"e12 1 1i. 1 IVA\2 , IV2 i ]•'3'b 2, 2,y Aga LL8 LL T L l C 16 TREAD®o-n•1.cl=laaw 6�h 0 e/a ` 1P \ UP f/(k B � ALJ> m]Otl / _ __ -1 u pi011 i'' — - — — — — A For Approval Only 0 811 0120 1 8 PG .rase ( 7ase) BJ - '" B For Approval Only 09/05/2018 PG 34,, {r ' C For Approval Only 1110812018 RS CUT y. Ig,2 °I �'"eep,,, •e 4 ® 0 For Fabrication 0111812019 RS 1111% v, U rary ' e�$a aasJ y'Br%k7 as ® ,,,,, ,a REV. DESCRIPTION DATE BY UT a, close. `® m L7Y/V VCGLI jct. Der.1 ,�J ��CERTIFIEDWelding&Steel Inc. il VB cnrOR® , 9 '• PH Hwy95N.-08 Fax(e )06376 ) PH(208)983-7608 Fax(208)963-J621 hwe sro , -4441 HOLES: AS NOTED Adi -MR a BOLTS: AS NOTED illill purse - WELDS: E70XX 171. ., ,5 PRIMER:GLV PREP:SSPC-SP3 iir -- �— LOCATION/EXPOSURE:4 -erase 3 SIDES H. i a-Ng �1 PROJECT: TIGARD HIGH SCHOOL Jw m PROJECT 8: TIG-814 2 SIDES>4i,V 1.04 ` : ADDRESS: 9000 SW DURHAM RD. CUT e'4 zsmes LOCATION: TIGARD,OR 97224 IDES J S ,/6 V '• 1.41b DRAWN BY: AN CHECK BY: LLM REF DWG: CUT JOB COLOR: ORANGE AND YELLOW STATUS: A-A CUT BY: FOR FABRICATION ONE-STAIR - 7602 3rd PARTY INSPECTION REQUIRED LAYOUT BY: Type: UT!MT DRAWING NO. GRID LOCATION ELEVATION E SEFFAB BY. Performed By: 7602 - �.N os..T•�i. CHECKED BY: L9a l arv� GI ➢50 R I LENGTH BILL OF MATERIAL Piece Minor Length Steel Oty Mark Mark Description FI.In. Remarks Grade HANDRAIL 3 7704 PLIX3 3-4114" .as 3 m7040 PL133 3 m7042 PL103 3 m7043 PLIX3 TOTAL WEIGHT: 333 NOTE: HANDRAIL TO BE ALL WELDED CONSTRUCTION REMOVE ALL BURRS, SHARP EDGES,AND LEAVE _7na0-, SMOOTH TO THE TOUCH m1�03it - I A (I (mlat) 704.) 4.OPLIX10<41 -0 3-0 Y11 1 ,9042) t E w 7.3 n m A For Approval Only 08/10/2018 PG B For Approval Only 09/05/2018 PG C For Approval Only 11/08/2018 RS 0 For Fabrication 01/182019 RS REV. DESCRIPTION DATE BY DVANCED" 40' Welding&Steel Inc. 15 1v FIED )<FABRICATOR 257 Hwy 95 N.-Grangav2e,ID 83530 PH(208)983-7608 Fax(208)983-7621 4444)0 HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:GLV PREP:SSPC-SP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT 4: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: HOARD,OR 97224 DRAWN BY: AN CHECK BY: LLM IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION • GRID LOCATION aLt.,"r' " E-REG 3-HANDRAILS-7704 LAYOUT BY: DRAWING NO. N1-N2INO-NC luer 6. N1 N2INo-Nc - FAB BY: 7704 N1-N2/No-NC - Lsa-c CHECKED BY: l97 I an I r'''a.x,3 I rE",a BILL OF MATERIAL Piece Minor Length i Steel Oty Mark Mark Description Ft.-In. Remarks Grade HANDRAIL 1 7706 PIPET-II4SCH40 55 13/16" MA 1 m7036 PIPEUINSCH40 1-11/16" sae 1 m7047 PIPEI4ASCH40 5-2 15/16" ASV 1 m7046 PIPE1-I/4S9H40 0•-2 15/16" MA 3 017059 801 0-2 11/16" w 2 p865 PL1/6511/0 0,-1 1/2" sz TOTAL WEIGHT: 18 IRO ''k r Cfilial 1t.19c0 (W05 ® 2.1.a tog z-'scoff C."toss F4Vim. n POB wax mr00) S-I IPIPE1445C1149 x S.5,416) 5,5 0-0*,. zas 6 6 NOTE: - I HANDRAIL TO BE ALL WELDED CONSTRUCTION REMOVE ALL BURRS,SHARP EDGES,AND LEAVE SMOOTH TO THE TOUCH 046; P : l 4111 Ayn 3 I/ '- cEll ,,,,,,,, 4---w F w A For Approval Only 08/10/2018 PG B For Approval Only 09/05/2018 PG C For Approval Only 1 110 8/2 0 1 8 RS 0 For Fabrication 01/1812019 RS REV. DESCRIPTION DATE BY DVANC : ...,e.asLa Welding&Steel Inc. ��� � CERTIFIED 2571My 95 N.-GrangeVlle,ID 83530 \' �QFABRICATOR PH(208)983-7608 Fax(208)983-7621 'M®1' 2 1 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: AN CHECK BY: LLM REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE-HANDRAIL-7706 LAYOUT BY: DRAWING NO. FAB BY: GRID LOCATION ELEVATION a-aeG CHECKED BY: 7706 Nl-N2/NC-NB -U 13/16 TOTAL UNIT FIELD BOLTS LENGTH DTM QTY BILL OF MATERIAL Piece I Minor Length Steel Qty Mark Mark Description Ft-In. Remarks Grade HANDRAIL 2 7708 PIPET-1@SCH10 9'-17/8" ns38 (7708 ) uN `7078�` m7077� 4 m7077 PIPE1-1I230140 1'-1015/16" Ash —eI O ) 3 2 m7078 PIPET.IGSCH40 1'-10" nsse `7077� TOTAL WEIGHT: 76 9'-0(PIPE1-1/2SCH40 x 9'-17/8) 4'-6 4'-6 (7708) (ADC N. N- 0 N- — o J .. E C For Approval Only 11/08/2018 RS 0 For Fabncation 01/18/2019 RS REV. DESCRIPTION DATE BY Welding &Steel inc, 1115", �`IERTIFIED 257 Hwy 95 N.-Grangeville,10 83530 ,<FABRICATOR PH(208)983-7608 Fax(208)983-7621 HOLES: AS NOTED NOTE BOLTS: AS NOTED HANDRAIL TO BE ALL WELDED CONSTRUCTION REMOVE ALL BURRS,SHARP EDGES,AND LEAVE WELDS: E70XX SMOOTH TO THE TOUCH PRIMER:GLV PREP:SSPC-SP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: JJ ICHECK BY: LLM IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: 2 - HANDRAILS - 7708 CUT BY: FOR FABRICATION GRID LOCATION ELEVATION E-REF LAYOUT BY: DRAWING NO. N1-N2/NC-NB 197'-O"15/16 FAB BY: N1-N2/NC-NB 197-0"15/16 CHECKED BY: 7708 MODEL NAME: 3305 Hasler PLOTTED: 011121pm TOTAL UNIT FIELD BOLTS LENGTH QTM QTM BILL OF MATERIAL Piece Minor Length Steel . Qly Mark Mark Description Ft-In. Remarks Grade HANDRAIL 1 7709 PIPEI-0I25CH40 5'-11718" ow 2 m7077 PPE1-125CH40 1-1015/16" un `7078 , `7077� 1 rn7078 PIPEI-12SCH40 1-10' �e C7709 I TOTAL WEIGHT: 30 `7077 e) - b 5'-10(PIPE1-1/2SCH40 x 5'-117/8) 2'-11 2'-11 / 7 (7709) MK / o , co � , r 1 1.- cm N v 1 E L — i C For Approval Only 11/08/2018 RS 0 For Fabrication 01/18/2019 RS REV. DESCRIPTION DATE BY M 1t hl 7 VIED 4,trs).r _ I 1I1 gilding Steel Inc. iig 4 CER"TIRED 257 Hwy 95 N.-Grangewllle,ID 83530 JFp'BitICtTC7R PH(208)983-7608 Fax(208)983-7621 L_ NOTE: HANDRAIL TO BE ALL WELDED CONSTRUCTION HOLES: AS NOTED REMOVE ALL BURRS,SHARP EDGES,AND LEAVE BOLTS: AS NOTED SMOOTH TO THE TOUCH WELDS: E70XX PRIMER:GLV PREP:SSPC-SP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: JJ ICHECK BY: LLM I.REF DWG: r�� HANDRAIL COLOR: ORANGE AND YELLOW STATUS: ONE - HANDRAIL - 7709 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: N1-N2/NC-NB 197'-O"15/16 CHECKED BY: 7709 MOM.NAME'. 3305_Master PLOTTED: 01 R:TS.m S.AVr yp1811 S'-8% 1111 I' I O1y I FIELD B^A1S I TENON p1611� \ „ANCi p1811‘ BILL OF MATERIAL mN 5 XX ;p1611, (m>o14 slbll mm6s` ptsn mlass` m1C�/ �` wo _ =�.rp �—,= s s Jo m70 = 1fi11 C1R➢`� _ =4:—.i �s c 181 „_, 3 �^ (P1w51,,__,!Slstl _.'_:/, (7F4 = = =) y16T1 / - / - - pt611� 1 Length Steel � �iEId25 i... tfill LiPU- .S —ooc s s _ -- --:._ _-:_c —o _. -i _ r i ) plstl tall 1 _ Piece Minor r„ - - - .. _ Oty Mark Mark Description Ft.-In. Remarks Grade (P635/ HANDPPIL , 1 3 ., , / 1 1 Y 1 / 1 3 CJRD_1 SPED: 1 7710 PL1X3 16'45/6" .m ',Diu s1fi- 22,89,(Aimx15•4iy1 -.2- 1 m824 HS3,-1/2X1-IITXt14 3'-913/16' mow 5.14 6 10 15'7 BI s'-lo ,5-m 3 m825 HSS1-012C1.12X1N 3'-2" *saelly Balh IS'Sb 2ti 3 m826 HS31.112X1412XI/4 3'49/16" Am, 7-2 3'.2% 3B16 3'.776 343.1114 2•-844 3Xa 2V4 1-04 CITALl, S5 3'b 1% 3'-5 334 2W 3�5 534 244 3'i 311 1 m7036 PIPE1-114$0410 1'-1 1/16" .4e NA t0346 1%94 11®3B, n®3'4 ng371 5 m7085 RB318 0-3 1/2" 665 1 m7073 PIPE1-114801140 18'-6 1/8" co 1 m7D74 PIPE148186H40 0'-3 1/8" Ala WA 1 m7D75 PIPE1.114$CH40 0'-115/16" we 2 7865 PL11BX11/2 0'-1 1/2" ra Ea 1 91590 PL1/2X2 3'-1 1/B" .m c 9�ItO Tn. 3-s12 1 61591 PL1RY2 18'-313/18" 13 PLC's '66 3^yyA WNW, / 1 91596 PL12X2 6,93/16" rn _70.1- 1 rvl 'Iw5 '_ �` 1 91600 PL123 3,1 11/16" .x (orov) ® ���7 1 0605 PL1X3 6,10" rw 24 0611 9LI1422 0'-3' E. ..,ii i4 i'%TiOo.'•W.r- L A E .E . E . .E . p Q e k 1 m 8 p7038 PL5I6258 6'-1" .n ll.. .i 8 P7039 FIX/6251 T-93/4" . e n, u m, .. \` ` b 40 97042 9L56X518 2'8 1 2,9" `" = 1 (' ^I,^ 6 8\�\f� 4 P7042 4L521X58 2'S" r.0 -. o E S \\ ` 7 16 97052 PL318X58 2,7 3/4" 1. .. \ ...,. - r r \ �` 4 97064 PLSIEXYB 2'-91/a' /.te m — — _ L l w °$ ,,, TOTAL WEIGHT: 837 „ 1 ((Du — — (0054II - - N r0o$ rz C £ I e $ \- e rN1.,,2 LTXo C $ ICI `� \ P cs/ e \ IBT�1`IZF71 _1— J $ $ 1/41 k ® �,. .� 6 ai— \ -.6. 'b \\\ j15708689O _ s ate'\ 4 i I iI 'lt /® V � 12 I , A A ryB .� - \\\ TVP \ `n s ^ \\ n III / C For Approval Only 11/08/2018 RS L „ k $ .. '\ 8 \ s,I 0 For Fabrication 01/1B/2019 RS eA. _ — V k, '��� REV. DESCRIPTION DATE BY v:8251 w. DVANCED , TYP 000 �1 _ Welding&Steel Inc. 0.94'' <� RIv,To�.- S p ^ `40 29 Hwy 95 N.-08 Faxville,ID 63530 -3 / PH(208)983-7608 Fax(208)983.7621 rL HOLES: AS NOTED -1:, BOLTS: AS NOTED Imo - WELDS: E70XX PRIMER:GLV PREP:SSPC-SP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL 114„f, PROJECT N: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD.OR 97224 NOTE: DRAWN BY: JJ CHECK BY: LLM REF DWG: HANDRAIL TO BE ALL WELDED CONSTRUCTION JOB COLOR: ORANGE AND YELLOW STATUS: REMOVE ALL BURRS, SHARP EDGES,AND LEAVE CUT BY: FOR FABRICATION SMOOTH TO THE TOUCH LAYOUT BY: ONE- HANDRAIL-7710 DRAWING NO. FAB BY: CHIC LOCATION FLEvANon E-6.16 7710 N1N2/NC-NB20“" CHECKED BY: Oti I on'I "ED ban I LENGTH BILL OF MATERIAL Piece Minor Length Steel Qty Mark Marc Description Ft.-In. Remarks Grade HANDRAIL 1 7711 PL1X3 16'-4 5R" Av 1 m824 HSS1-112X1-112X111 3'-913/16' 000e 1 m825 H$$I.11PX1-112%114 3'-2' ANL 3 m826 HSS1.12Xl-1120l14 3'49/16" osw6 5 m7065 6838 0'-3 1/2" wx 1 m7066 PIPE1-114SD140 18'-51/8" Ave Ie-1 X6 651e TIIMIF//'// ��-�'_ 1 m]06] PIPE1-1NSGN0 0'-]3l8' ADO 4�T 11'b t 1 m]070 PIPE1-0NSDNO 1,. 13/16' .- ,I6p7 +� 1 m7072 PIPE1-1146DN0 V.11Li6" me tt®3w MI5 IIQa'4 1 P865 PL118X1 1/! 0,1 1/2" f� II,`�yy' I p1590 PL1i2X2 3'-1118" AN Yll 1 p1691 PL112X2 18'-31L16" me p1582 PL12X2 0'4' (((lll /+. 1 p1600 PL1%3 3%111/16' .P1611) pf nz $ 1 p1601 PL1%3 0'4 1L16" (Osg,) 16 P1601 PL1)(3 016- ex cam.s` C e4e e. ^ e � .ID /1111111%11111S0H 6 p]038 PLY8X50`W 8 p]039 PISl8X518 2'-9 W4"f��16+1 _\�\,• 40 p7040 PL519X93 2'-8 11/16" .x8 ®',,; �• TOTAL WEIGHT: 635 Q .1 I(' i / DET.Aftm .� ami `��� . r 4 +'� I I p1MU �. I ,�6, . loxes — '',i Ill VI it' � �.— 1 111 I� e sr Tv tw 6,I. 7me irN. v:� ttv fi- r 1 .ig C I S re :Iki. s iu 3 �Y)ID C I� , S l si TYP D_D CHM x S Opppo 44.' IS \, DETAILA PID4o \ ' — �I�I� ,> 1 C For Approval Only 11/08/2018 RS m vtcs r I • ` 0 For Fabrication 01/18/2019 RS ` REV. DESCRIPTION DATE BY 611 67018 ry �� ADVANCED` ,a1a,4 W0PLLC5 Welding&Steel Inc. )`—CERTIFIER QFABRICATOR 257 Hwy 95 N.-Orangeville,ID 83530 `` cm:,ii r Sg PH(208)983-7608 Fax(208)983-7621 \v4Ma� rim i wlsm HOLES: AS NOTED _ BOLTS: AS NOTED -�- C WELDS: E70XX PRIMER:GLV PREP:SSPCSP3 B-B LOCATION/EXPOSURE: 5m,66=) ass -1 11010,4 IF 031 f"°' PROJECT: TIGARD HIGH SCHOOL slow' m7066 PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. ini065) y nn 'pr6w; LOCATION: TIGARD,0R 97224 NOTE: HANDRAIL TO BE ALL WELDED CONSTRUCTION DRAWN BY: JJ CHECK BY: LLM REF DWG: REMOVE ALL BURRS, SHARP EDGES, AND LEAVE JOB COLOR: ORANGE AND YELLOW STATUS: SMOOTH TO THE TOUCH CUT BY: FOR FABRICATION ONE- HANDRAIL- 7711 LAYOUT BY: DRAWING NO. FAB BY: GRID LOCATION Flo14 e.ee. 7711 rlvNzm zoe.- c-He ass CHECKED BY: r �]051� P]p$1� I o.IOlyl "MD n0LR I LENGTH 110 ID51- mlal BILL OF MATERIAL m]O6] I m 60 '1 r —r _ n p " I 0 ry1 Piece Minor Length Steel V • ,11 E J 1i i_ -+---_3' ,_'T-- IF -- )M1—r - 1=11-s�l6 Qty Mark Mark Description Ft.-In. Remarks Gratle rim ® rp7051� 3N51,;p70s1� / -0"-, p1051� ;pN51�SaL51� 3181// IUNDRNL 7e0T1 ,plena- ,p1811 p16_1, p1611. 1 712 R1%3 5'-47/16" rls 2 m825 HSS1-112%1412X114 3'-T mem o 1 m826 H051-112XI-112X114 3'49/16• Wen 3 m7065 1383'3 0'-3 1/2• me 8 rr 1 m7067 PIPEI.1N5CH40 0'-7318• me '" 1 m7068 PIPE1-1N50040 5'-0 518" 1 m7069 PIPE1-11450H 1'40 -3 9/16• mai a I 1 m7070 HPE41r460140 1'-1 13/16• Aen b'd$e(PL1%9e 541/.1 1 m7071 PIPE1-1145U140 0'-2 11/16• ASV 1 6865 PLOBXI 10 0'-1 1/2• An 6516 L 9'-7 r-232 18 1 61593 R102 0-0 11/16• me IWe 1 61'rye u 1 1 01594 PLII3YZ 5'-0 1l4" 3 _ 6434 Ir sa6 - 1 61595 M1I1X2 1'-3111" me 2'4 2414 '% 255 IdW 31h' I p1602 R1%3 0'-S 1116' xi( 1 p1603 PL1X3 1'-0• me 911'la 6®31Y10 914te/ 3nN 66)18/6 6819 1 0604 R1X3 V-8• me 12 01611 PL114X2 V-3" An 1 67041 PL68XJ8 2-1 7/16• An Ia p7043 PL518X5R 2-6 xxx2 p7043 R55X58 2-8 13/16" • P7044 PL58X516 1-115/8'1 p7045 PL518XL3 0-10518" W• 1 p7046 PL58XW8 0'91116" AB 1 p7047 PL518X516 0-31/16" Aa p7048 PL58X518 . V-113/16" u1 P7049 PL58Xa3 2-105/16' WnP � z"13 1 p7050 PLB'8%48 2'-6112' An �'l 12 An � p7051 PLS'8%5B 2-8 Y4"s vlosx PL2 p7053 PL Irmo TOTALWEIGHT: 276 - 1-PB 39 snlc elyle 9L16 U , I • r 9 / o C For Approval Only 11/082018 RS C P1611 f. a .... 'J ���^ ��TTe — P�aa a=g 0 For Fabrication 01/18/2019 RS NO PAINT y/. / REV. DESCRIPTION DATE BY D1P'D CPtb11 \. � O TYP (nil, p7651 63 END .PLCS SPLcs E 1, i _m - an k6V\TY' 5 W ry LJY�IV�r' i '. rv4 ♦ 4 y1611 'C' Welding&Steel Inc" (qil�V,CERTCATODR IBn v161: 0 257 Hwy 95 N.-Orangeville,ID 83530 4• 1 11111t. C1 / PH(208)983-7608 Fax(208)983.7621 C NO PAINT 2 ' P12 / 1PLC5) HOLES: AS NOTED NE 2 �' /// BOLTS: AS NOTED _ ^ WELDS: E70XX N — " :• C� PRIMER:GLV PREP:SSPC-SP3 A=A �ppII om4] z'� LOCATION/EXPOSURE: � PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD.OR 97224 NOTE- DRAWN BY: JJ CHECK BY: LLM REF DWG: HANDRAIL TO BE ALL WELDED CONSTRUCTION JOB COLOR: ORANGE AND YELLOW STATUS REMOVE ALL BURRS,SHARP EDGES,AND LEAVE CUT BY: FOR FABRICATION ONE - HANDRAIL-7712 SMOOTH TO THE TOUCH LAYOUT BY: DRAWING NO. FAB BY: Gwv LOCATION e,„enGe. E-a EP 7712 N1-N2/Nc-Ne ii.-s CHECKED BY: 9,MI 4Tll FIELD,-- 1 6E1434 BILL OF MATERIAL Piece Minor Length Steel Qty Mark Mark Descriplion Ft:In. Remarks Grade HANDRAIL 1 7713 PL1X3 14'-I" 035 5 m825 H551-111X1-1/23114 3'-2" 0103 1 p1597 P111232 14-03116" .v 16 p1611 PL114X2 P-3" 44. 8 p7042 PL515X95 2'-9" .,. 32 p7052 PL58X5I5 2'-73/4" wa 8 p7055 PL518XSIB 3'-5" us TOTAL WEIGHT: 438 370551 "p1591, 'yl70551. 'p70S1 anise 7,d In—"—J. ,T,, ,.—,—,. T, —, rL— _J4 r;— —u -ram—•—• _,_ni ( ;piss, ;pros, slow, ;Dross, 13.1a(PL1S3:14'-Y5 33101 3'S44 3'SY6 35V4 291- I015e SPY 01, 9631516 346 241 9831616 6t 903151 ,S13, C p1611 f Os \ES005 p,�-�(/�y�P I( �f (p1811 }//{.r 1611 vl6y ^ENO (p1611) o� p1611) (p1611� m 3 1J lI� J j 4 r� ,- - ^E I I g a i l �qq C g "s s g i . "s g C g g g g g r; g "x g s s " g B e s r p16„l V -J J -� -J -J -J 1. 1, V -� v -� -� �- „ , v L -_. L_- L-- f 1r A. I I 0102 _ J. (91511) ,[ r (P1611 (PIE11i p7W2 (v1611 p1p12 N ;_),,,., ptsn C ez5 (ow) (mess p1611) l men m6h) C nos C For Approval Only 11108/2018 RS • 0 For Fabrication 0111812019 RS REV. DESCRIPTION DATE BY DVANC Yprq NOTE: Welding&Steel Inc. (�'5r CERTIFIED HANDRAIL TO BE ALL WELDED CONSTRUCTION 257 Hwy 95N-Grangevilb,ID83530 QFABRICATOR REMOVE ALL BURRS, SHARP EDGES,AND LEAVE PH(208)983-608 Fax(208)9837621 %a d SMOOTH TO THE TOUCH HOLES: AS NOTED BOLTS: AS NOTED I 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: JJ CHECK BY: LLM IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE- HANDRAIL-7713 LAYOUT BY: DRAWING NO. FAB BY: GRID LOCAtIOra ELE a-,eF 7713 NI-N2IN81-NA oo-e CHECKED BY: III Pbaopan I LENGTH BILL OF MATERIAL Piece Minor Length Steel Oly Mark Mark Description Ft.-In. Remarks Grade IWIORAL 1 7714 P1.153 15'-6 5/8" Si. 5 m825 H851-112A1-112X114 3'-2" wee 1 p1598 P11252 15.5 13/16" A% 1 81599 PURR 0'-11" An 1 p1610 PL1X9 1'-0" AM 20 p1811 R114X2 0'-3" ma s1@ 10 p7042 P15/551 36As _ p7052 2] -11 p70A 8 p7056 PW8X56 3'-47/16" A. �' � _- ;p7656e �N55 m_w - 31599� l ,P ate,: y705fi� 2 P 5] PL51BL8 0-31/2 ..v L ,_ u s �o=r s , u� T Grp. =- -.��o—z z s AC�=r-s -r _ - �_.�� TOTAL WEIGHT' 509 ]0 " C ]714 I : _l ( _ (pi619J ` �7p6b, p7ige; 37 . 9 21 illeel OKI ifi.t'h 51500 n 154 5 1g!'9.9% 3.9% 3'.9+516 3'A Aq l554 94 p4 5059 79,24Iy 165 85 4 ,A,2'4y ( 6 y34... m.�i�1 f� s' ,I H n NI IlFzEn EAy Nww 7p66 6XE 1/5' NC ici,WI It IN ODDb1 , 1') (p1611 1611) (p1611J (p611 �Sbi1, pi611 . i �l©e m Sfit. I \- f2 I S GA _ _ `,l B . k 3 1 v R vqklvIXCS0 E k AA I ,, lJ .i . .. .. .. .. p16122 4' _p7092.CII m n (.0042�1.. ;plfitl t `_ _ _ I Hr\) 'ryi (p1611 // p1611 pTwl \I611 plbn / 7Ms) ji OW C For Approval Only 11l0812018 RS AI S Cme2a)) elfin) pl6u 1 �--1 (m629 pl6") O For Fabrication 01/1812019 RS REV. DESCRIPTION DATE BY DVANC (14151%‘ NOTE: Welding&Steel Inc. 1 CERTIFIED HANDRAIL TO BE ALL WELDED CONSTRUCTION 257 Hwy 95N.-GraF40(20 1D83530 ���fABRICATOR REMOVE ALL BURRS,SHARP EDGES,AND LEAVEPH(208)983-T608 Far(208)98&7621q E4 T SMOOTH TO THE TOUCH HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:GLV PREP:SSPC-SP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD, LOCATION: TIGARD,OR 97224 DRAWN BY: JJ I CHECK BY: LLM REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE- HANDRAIL-7714 LAYOUT BY: DRAWING NO. FAB BY: GR1O LOCATION ElEvA. m .-REF CHECKED BY: 7714 WI-NZ/NC-NBvv-s - -- TOTAL UNIT FIELD BOLTS LENGTH CITY DTM BILL OF MATERIAL Piece Minor Length Steel Oty Mark Mark Description Ft-In. Remarks Grade ANGLE 2 7801 L4X4X318 E-1 5/16" Ms TOTAL WEIGHT: 119 31316I, 211(16 I( R 211/16, g13/16 MK (7801 ) iL4X4X3/8 x 6-1 16 A For Approval Only 08/10/2018 PG B For Approval Only 09/05/2018 PG C For Approval Only 11/08/2018 RS 0 For Fabrication 01/18/2019 RS REV. DESCRIPTION DATE BY -_A___.a5.__ V YANCE �.rsrsax. Welding&Steel Inc. y' 5ruCERTIFtED $ r.$ <FABRICATOR 257 Hwy 95 N.-Grengemlle,ID 83530 J PH(209)983-7608 Fax(208)983-7621 71,40.' HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:GU 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: LLM IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: 2 - ANGLES - 7801 CUT BY: FOR FABRICATION GRID LOCATION ELEVATION E-REF LAYOUT BY: DRAWING NO. N'I-N2/NC-NB 204'-1O"1/4 FAB BY: N1-N2/NC-NB 2O4'-1O"1/4 CHECKED BY: 7801 MODEL NAME 3305-Master PLOTTED: 012224pm TOTAL UNIT FIELD BOLTS LENGTH Qn Qn BILL OF MATERIAL Piece Minor Length Steel Oty Mark Mark Description Ft.-In. Remarks Grade ANGLE 1 7802 L4X4X318 8%1 5/18' ea TOTAL WEIGHT: 59 313(16 211/16 i, MK L4X4X318 x 6'-1 116 _ r 211/16 313/16 i MK (7802 A For Approval Only 08/10/2018 PG B For Approval Only 09/05/2018 PG C For Approval Only 11/08/2018 RS 0 For Fabrication 01/18/2019 RS REV. DESCRIPTION DATE BY DVANCE :. , s¢ ( �CERTlFlEO Welding Sz Steel Inc. I5 �.4�<FABICATOR 257 Hwy 95 N.-Grangeville.ID 83530 PH(208)983-7608 Fax(208)983-7621 'kva ' HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:GLV 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: LLM REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: ONE - ANGLE - 7802 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: NI-NZ/NC-NB 204'-10"1/4 CHECKED BY: 7802 MODEL NAME. 3305 Heeler PLOTTED: 012125Mm TOLIar'I nELCemn I Lemma BILL OF MATERIAL Piece Minor Length Steel Oty Mark Mark Description Ft.-In. Remarks Grade PULE 2 7803 PLtl497115/16 6'-10314" ere TOTAL WEIGHT: 844 UM 1 A For Approval Only 08/10/2018 PG B For Approval Only 09/05/2018 PG C For Approval Only 11/0812018 RS 0 For Fabrication 01/18/2019 RS REV. DESCRIPTION DATE BY DV ANC /P. vv« Welding&Steel Inc. �<ABRICCATORR 257 Hoy 95 N.-Grangeville,ID 83530 PH(208)983-7608 Fax(208)983.7621 )49 1 HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70X0( PRIMER:GLV PREP:SSPC-SP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: AN CHECK BY: LLM REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION 2 - PLATES - 7803 LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REG FAB BY: Ni.N2/NO-Na 4'-10-1/2 7803 Nt-N2mc-NB a-zo-ziz CHECKED BY: TOTAL UNIT FIELD BOLTS LENGTH °n QTY BILL OF MATERIAL Piece Minor Length Steel Qly Mark Mark Description Ft.-In. Remarks Grade CHANNEL 1 7805 C12X20.7 1'-4 xe TOTAL WEIGHT: 28 C12X20.7 x 1'-4 NO PAINT TOP FLG 7805 C For Approval Only 11/08/2018 RS 0 For Fabrication 01/18/2019 RS REV. DESCRIPTION DATE BY QVANCE 40 1.,6x. Welding 6(Steel Inc. f(115 IFIED FABRICATOK 257 Hwy 95 N.-Orangeville,ID 133530 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: JJ ICHECK BY: LLM IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: ONE - CHANNEL - 7805 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: N1-N2/NC-NB 205-4"1/2 7805 CHECKED BY: MODEL NAME: 3366 Mesler PLOTTED: 01'2226pm TOTAL UNIT FIELD BOLTS LENGTH °N °TM BILL OF MATERIAL Piece Minor Length Steel Qty Mark Mark Description Ft:In. Remarks Grade CHANNEL 1 7806 C12320.7 0-912" an 1 p7058 PLI6X211116 V-111/2' uc TOTAL WEIGHT: 18 — P— V NO PAINT TOP FLG 7806 41) .7058 pi 3 SIDES 1' 1r 2 i i C12X20.7 x 91/2 C For Approval Only 11/0812018 RS 0 For Fabrication 01/18/2019 RS REV. DESCRIPTION DATE BY DV NCED ' . lax= Welding St Steel Inc. 151 1i% VCERT1FIEO,; 257 Hwy 95 N. GrengeWlle,ID 83530 Q'i T FABRICATOR PH(208)983-7808 Fax(208)983-7621 HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:GLV 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: LLM IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: ONE - CHANNEL - 7806 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: N1-N2/NC-NB 2os'-3."2/2 CHECKED BY: 7806 MODEL NAME. 9305_Mastm PLOTTED: 013I.Oipm TOTAL UNIT FIELD BOLTS LENGTH DTM QTM BILL OF MATERIAL Piece Minor Length Steel Qty Mark Mark Description Ft-In. Remarks Grade CHANNEL 1 7807 C12X20.7 16'-8" ww 5 p7058 PL114X211115 0'-11 1/2" ass TOTAL WEIGHT: 355 • RD 8'-2014 ' t7058 (07058� 47058 7807 �p7058 MK II l' �� Ii .7058 3 SIDES> 141> 11q 4@3'-97/8 /C12X20.7 x 16.-8 C For Approval Only 11/08/2018 RS 0 For Fabrication 0111812019 RS REV. DESCRIPTION DATE BY [)VA Y1ip, Welding &Steel inc. .,v AaaTcATOR 257 Hwy 95 N.-Grangeville,ID 83530 PH(208)983.7608 Fax(208)983-7621 - 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: JJ 'CHECK BY: LLM IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: ONE - CHANNEL - 7807 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: N1-N2/NC-NB 208'd"1/2 CHECKED BY: 7807 MODEL NAME: 3305-Naner PLOTTED: 0112:29pn