Loading...
Plans (22)IF , OFFICE COPY gab0 SW t' ham Fd . 4 ( I3 ) . ( S5 S6 ® ❑MAKECORRECTONS NOTED 1004 IRFIryEFflR) IIREVISF AND RESUBMIT R 15'8 xBd Jr. 2B'-0 CO EHOEW OON SOI gEIIEVE CO„,,,R ERPM co,„,, NTH ME RES ONLY FOR OF!XE EOWIOGS HCF EPER FOE TWOS CONCEPT F ONEYME RORCT ANDL GENERAL OO wIMMETHME • _ 26718 ^No ERq OF Cot,FL HE OH R CEROE COxlu.W O TRO mq 24708 HANDRAIL 1{ORMAIgH c,va.rvme EEG HCO wcUmwrs.c HANDRAIL Esra rom wvcowvwxc nroco FIOI. ROC oWx Ei 24714 2d001_`, ` u. meNSIOCO. SWECnOO FABRICATION PROCESSES AND 24715 TECHNIQUES OE COESWJCnOO.CPPRen.nO DIN CORE wow HANDRAIL POST HANDRAIL 24716 `, HAND �24003 — .— 0 OMER TRADES nxo vevwgwNC PIER CORD x.SAFE AND 4-P HANDRAIL24717 HANDRAIL ' POST I I vn .n0 xxE« ( Sc \lh R` - 06/120)20 DM A 24709 DATE Cg1ENq CONSULTING ENGINEERS BY E24002 OFFICE COPY �aTEA� GATE Exaooz T\ /T OFFIE COPY I RECEIVED ICE ♦ I V +. ` �1 I IzoT T DlWhgdiYJti. 0,CEapEE .c.. ° .0 ° ° JUN222020 E� 4pEpRROSF CITY OF TIGARD O9�HOINFFA s,0i < GE —.---.—.— — 93867PE 1" BUILDING DIVISION — — — — — — � t — — — — — — — � — — — — — — — — — - o O OREGO'• o EXPIRES:12/31/2020 ` Eclipse Engineering.P.G.,as the specialty engineer,certifies thasat teer stairs of this ards n hJ V 7' 2-, �� excfept as may be modat modified byl the contract documents only.We have designed the stairs and platforms shown on this E Sheet only. We certify neither the completeness nor the Iadequacy of the design documents,nor take responsible charge for any aspect of the Istructural design of this project,except as noted above. • r i 1 ( SGr—- — -- -F° — - - h - - — - - - - - - - - - - - {- - - -- - - - — A For Approval Only 0 3101/2 01 9 RS 0 For Field Use 07/0812019 RS 1 GENERAL REVISION ---- 12/20/2019 1 RS REV, DESCRIPTION i DATE 1 BY I DVANC 24702 24701 24703 24704 HANDRAIL GATE HANDRAIL HANDRAIL SH --- - - - -- — -- - GATE HANDRAIL HANDRAIL GATE ( � 24712 24707 .�aCERTIFIED ANDRA -1 �t g 4 -- Welding&Steellnc. f� �Cg __,,,CERTIFIED 25 Hwy e5N ew Fw(le.IU b3530 �24002 24706 n Ezaoox 1 PDST HANDRAIL `. ., s PH(208)983-76w Pan12081983-7621 n ,al. .__. 'i -24004 AUX GYM RAIL PLAN POST PROJECT: TIGARD HIGH SCHOOL He PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD.OR 97224 f N DRAWN BY: MAW CHECK BY: TB REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR CONSTRUCTION PROJECT TRUE LAYOUT BY: NORTH NORTH DRAWING NO. FAB BY: .••,._, O19j•. CHECKED BY: E24001 53 ' 0 7Z-4 ( Si ) ( S- ) 28'-4'TO GRID 57 8 15-8 28'-4 28'-4 13'-214 35'83/43248E18 t 19-31/6 TO GRID S7 GATE CENTERLINE GATE CENTERLINE GATE CENTERLINE I 679 6/ 694 6314 )1 6. 6'. 4 3'4067 11-314 3'-10 27'-219 2'-269 3'.10 21'-1774 6'-73/4 3'-10 4@3-9776 24001 1@3'-1038 24705 6@3'-6916 3'33/46 3'3908 POST HANDRAIL 24714 24713 24715HANDRAIL . 24716 24711 24717 24718 24779 " -- —-__ -...- - " -- IL HANDRAIL GATE HANDRAIL .. . _- , GATE � : _" t' HAN=RAIL HA I �. i� IliII _ �- I I,iI " IIill iIIIII Ii i11111111I itI IIIIIIIIII IIIIIIII IIIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIII IlIlUhIllHUh1 IlIlUhhhl 1110111 IhIflhII 111111111Illohlli111111111POST DET.1 I I i .1. 3'8 I DET.2 7, 3 8 I I 1 INSIDE POSTS 1, E INSIDE POSTS INSIDE POSTS 1, w I w 1 I I A-A E24001 ( 53 ) ( S14 ) ( so ) ( 56 72'-4 28-4 TO GRID Si 15'-8 I 28'd 28'-4 ' 13.-23/4 j 39814 3Y8'de 19'-314 TO GRID 57 _ GATE CENTERLINE GATE CENTERLINE 5;4� 64'4 GATE CENTERLINE 6 6Y 44,Ij 3'-1042 , 11'JV4 3-10 8�4 BA'4 27-P2 , 2'-23'4 , 3-10 21'-1314 6'-719 3-10 e ] 7 7 76g3'-105'6 1 3'64'16 3-6568 , 3'$916 I. 3'$916 I 3'-63'16 36594 3'-33/46 1 3'-39I6 S-97II6 Y-9/16 3'-9 h6 3'-9 h6 24002 POST 24706 HANDRAIL 24700 24703 24704 24712 24707 24708 24710 Typ rep 24701HANDRAIL GATE HANDRAIL GATE HANDRAIL HANDRAIL GATE HANDRAIL 9 r it., POST - (1ss6 }-- I I j I I f - .I . . i 1 . i . •- . . .I . . - I. . . . I I I . - 3 -- DET.1 nIz.141 3'8 3'8 t4 o 38 INSIDE POSTS w INSIDE POSTS INSIDE POSTS B-B EP4001 HANDRAIL - DES TUBE_COLUMN A For Approval Only 03/01/2019 RS PER PLAN G PER PLAN 1 0 For Field Use 07/08/2019 RS — ,. 'I I GENERAL REVISION 1 212012 01 9 RS HANDRAIL L. - PER PLAN 6 2 PER APPROVER COMMENTS Oi/OB/2020 RS REV. DESCRIPTION y DATE BY (/�SOES ivP ED PROF NIBI�\nINDE iO POST 1ER fy. ivy 0ae1NEFR spy - 9366]PE T. POST 4,— ,,,pOREWN PER PLAN TYPICAL HINGE TO POST DETAIL S 7]7+6EA 15'*t (`r NCERTIFIED �I ryI OOITRATT£R-4P Welding&Steel ItiC. II�V Y FABRICATOR 257 Hwy 95 N.-GTaigawlle,ID 83630 .1 EXPIRES:1213112020 PH(208)983-7608 Fax 4206)963-7621 `rotio0 1 ®®REVIEWED ❑❑MAKE CORRECTIONS NOTED TIGARD REIPrIPD fT RwISP AND RE{eBMe Eclipse Engineering.P.C.,as the specialty PROJECT: TIGARD HIGH SCHOOL 316 MS REVIEW D ORRRS„OT NOT `E oa,',."„^,T R ROM COww.NCE engineer,certifies that the stairs of this ILIEC/NU-6. 9 PROJECT M: TIG-814 r 1 M�:IRnIE..ISONLY Tali GENERAL CCNEDR,.,.NCE Tam THE OEwa+ project are detailed as per AISC standards P I cONeaT Or THE PROTECT.NO PCT GLI CMENTS. CE RAL ORADDRESS. 9000 SW DURHAM RD. DETAIL 1 DETAIL 2 ERMATO GIVEN N OG...C.,«NNENrs.<Omv.cloR except as may be modified by the contract HANDRAIL SPLICE DETAIL ,ENS rN,,,. ,,,,o.NocoRR�.G ALL Ou ..,, documents only.We have designed the stairs LOCATION: TtGARD,OR 97224 oN.MUCTON.<WFDNADN4 THEFwORT wC and platforms shown on this E sheet only. ALL CITEE TRADES IND>awwrcu;INTER IN A S..n.No P y DRAWN BY: MAW CHECK BY: TB REF DWG: vn52..ANNER. We certify neither the completeness nor the ORANGE AND YELLOW STATUS: 0191212012/2020 DAA adequacy of the design documents,nor take JOB COLOR: _- DATE— CATENA CONSULTING ENGINEERS BY responsible charge for any aspect of the structural design of this project,except as CUT BY: FOR CONSTRUCTION noted above. LAYOUT BY: DRAWING NO. FAB BY: CHECKED BY: E24002 TOTAL UNIT FIELD BOLTS LENGTH QTY QTY BILL OF MATERIAL Piece Minor Length Steel Qty Mark Mark Description Ft:In. Remarks Grade POST 1 24001 HSS2X2X114 3'-4 1/2' awe 1 p2310 HWMATE SUS 304 HASP 0'-113/16" 801 Au 1 p24013 PL112X2 0'-2 1/2" on 2 p24024 PL1/4X1 3/4 0'-3" eu TOTAL WEIGHT: 19 RD 61/4i Co NO PAINT Or2310 A - - t - - ( p24024 NO PAINT 3'-5 (HSS2X2X1/4 x 3'-4112 ) / 1hi i 3-41/2 i li2370_, 3 SIDES> 3/16 II TYP> 3/1sD 4 p24024 ) / II (24001 ) n� A For Approval Only 03101/2019 RS -h 0 For Fabrication 07/08/2019 RS A=A il_N 1 GENERAL REVISION 12/20/2019 RS ( p24013 ) 3/16V REV. DESCRIPTION DATE BY pVI\Na a x Welding (St Steel Inc. 11f5cERTIFlED , CApy�Y] 257 Hwy 95 NGrangeville,ID 83530 �f€'\ORI� TVF. PH(206)983-7608 Fax(208)983-7621 ' HOLES: AS NOTED NOTE: BOLTS: AS NOTED HANDRAIL TO BE ALL WELDED CONSTRUCTION WELDS: E70xx REMOVE ALL BURRS,SHARP EDGES,AND LEAVE SMOOTH TO THE TOUCH 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: MAW 'CHECK BY: TB IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: - ONE - POST - 24001 CUT BY: FOR FABRICATION LAYOUT BY: _ DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: S4/SD 197'-4"1/2 CHECKED BY: 24001 MODEL NAME: 3305 Master PLOTim: 035447pm TOTAL UNIT FIELD BOLTS LENGTH QTY CITY BILL OF MATERIAL e Piece Minor Length _ Steel ' Oty Mark Mark Description Ft.-In. Remarks Grade POST 1 24002 HSS2X2X114 3'-10 1/2" MaNE 1 p2310 HWMATE SUS 304 HASP 0'-113/18' 801 ma - _ 1 p24013 PL1I2X2 0'-212' nss TOTAL WEIGHT; 21 \ N U - - _ _ - _ _ _ _ �- - wa S RD 61/4 F i 3'-11 (HSS2X2X1/4 x 3'-101f2) - 3 SIDES A r2310 She II 1/2- ' 3'-101/2 40 ( p2310 AI (24002 8t izifill`_ •�\ / _ _ Q — _ _ _ _ _ _ _ ^ _ _ _ _ __ _ _ A For Approval Only 03/01/2019 RS a _ -- 0 For Fabrication 07/08/2019 RS 41 1 GENERAL REVISION 12/20/2019 RS AA \ , REV. DESCRIPTION DATE BY (p24013 3'16V , 6 NO PAINT 4 t�p A' OVANCE (w) 4V�leitling & Steel lnc, ABRICATOR 257 Hwy 95 N.-Grengeville,ID 83530 4 PH(208)983-7608 Fax(208)983-7621e 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: 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: MAW (CHECK BY: TB IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: - ONE - POST - 24002 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: S4/SH 197'-4"1/2 CHECKED BY: 24002 MODEL NAME: 3305_Masler PLOTTED: 03.5444nn TOTAL UNIT FIELD BOLTS LENGTH QTY QTY BILL OF MATERIAL Piece Minor Length Steel ' Qty Mark Mark Description Ft.-In. Remarks Grade — POST —1 20003 05S202X114 3'-10 1/2" eons 1 p2310 HWMATE SUS 304 WASP 0'-1 13116" B01 Am 1 p24028 PL11232 0'-2 l/4" am TOTAL WEIGHT: 21 RD 61/4 f / co —` 1/2 3'-101/2 ii / 3'-11 (HSS2X2X1/4 x 3'-101/2) / 3 SIDES> 3/16 II _22310 - Al H'24003 L l^1- - - 44 1 ^1 A For Approval Only 03/01/2019 RS (p24026 �' 0 For Fabrication 07/03/2019 RS 6 / NO PAINT / 1 GENERAL REVISION 12/20/2019 RS 3/16V REV. DESCRIPTION DATE BY di a2310 DVANt . L.>,,, 4 // Welding &Steel Inc. (ifs � CERTIFIED / co 257 Hwy 95 N.-Grangevllle-ID 83530 J \ NOTE: PH lzoel963/sob Faxlzoe 963asz1 -001 HANDRAIL TO BE ALL WELDED CONSTRUCTION REMOVE ALL BURRS,SHARP EDGES,AND LEAVE HOLES: AS NOTED �� SMOOTH TO THE TOUCH BOLTS: AS NOTED WELDS: E70XX A-A 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: MAW (CHECK BY: TB REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: - ONE - POST - 24003 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: S6-57/SD 197'-4"1/2 CHECKED BY: 24003 MODEL NAME: 3385_Maela, PLOTTED: 0354.50pm TOTAL UNIT FIELD BOLTS LENGTH DTv °T1' BILL OF MATERIAL Piece Minor Length Steel Oty Mark Mark Description Ft.-In. Remarks Grade POST 1 24004 HSS2X2X114 3'-1012' APPB 1 p2310 HAMATE SUS 304 HASP 0'-1 13/16' B01 en 1 p24026 PL1/2X2 0'-2 1/4' am TOTAL WEIGHT: 21 ro N3 RD 61/4 ;F / 3'-11 (HSS2X2X1/4 x 3'-101/2) / .2310 3 SIDES> �16 I I 1� 3'-101h ( p2310) r 24004")----rir ' MK A—A /� p24026 �-� / 6 f A For Approval Only 03/01/2019 RS I 3/16V NO PAINT 0 For Fabncation 07/08/2019 RS 1 GENERAL REVISION 12/20/2019 RS REV. DESCRIPTION DATE BY DVAN+ ' d. Welding & Steel Inc, 1 Ej ,CERTIFIED NOTE: 257 Hwy 95 N.••Grangeville.ID 83530 I V. <FABRICATOR HANDRAIL TO BE ALL WELDED CONSTRUCTION PH(208)983aso9 Fax(208)sa3-78z, xa REMOVE ALL BURRS,SHARP EDGES,AND LEAVE 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: MAW ICHECK BY: TB IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: • ONE - POST - 24004 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: S6-S7/SH 197'-4"1/2 CHECKED BY: 24004 MODEL NAME'. 3305 Miler PLOTTED: 03:54:S2pn TOTAL UNIT FIELD BOLTS LENGTH QTY QTM BILL OF MATERIAL Piece Minor Length Steel City Mark Mark Description Ft-In. Remarks Grade GATE 1 24701 PL1X2 3'-8 3/4' Ax 1 m1198 32959116 C0NT HINGE 2.-5 15/16' B01 Au 1 m1199 HwMATE SUS 304 HASP 0-1 1/2' 801 Aw 2 p24002 PLIX2 3'-0 1/2' .4 8 p24005 PL5/8X5/8 2-1D 1/2" Aw 1 p24006 PL5/8X5/8 2'-63/B' An 1 p24019 PL1X2 3'-63/4" A. CO �pK� CO 1 p24032 PL518X51B 0'-758" Ax CV t J L!4!' TOTAL WEIGHT: 132 y CO in 3'-76/16 / / 41/2 , 3'-21/4 t,9/16 TYP> 416 V ,41/2 , 9@41!$ // 313/16i / i313/16 G 13/4k 7 TYP> 6 D P24032) — \TYP \ (24701 ) G - • _ , \ \ \ -i4t CO (m1199 ) ` Ln o 1 -(1 ihex9116")SLOTS N N e00 a a n A For Approval Only 03/01 2019 RS -1 n n n a n LJ a V ..i �-, `. , .. v 0. 0 For Fabrication 07/08/2019 RS 1 GENERAL REVISION 12/20/2019 RS s- o c� REV. DESCRIPTION DATE BY icy (O ENN CV TYP> 3/16 V D � , Welding & Steel Inc. CERT FIED " .c FABRICATOR l3 N. SIDES 11 257 Hwy 95 N.-GrangeNlle,ID 83530 / 3/16 V \ PH(208)983-7608 Fax(208)983-7821 y HOLES: AS NOTED NOTE: \ \ BOLTS: AS NOTED HANDRAIL TO BE ALL WELDED CONSTRUCTION r WELDS: E70XX REMOVE ALL BURRS,SHARP EDGES,AND LEAVE p24019 16 V�TYP ( m1198 -I PRIMER:SWSSG PREP:SSPCSP3 SMOOTH TO THE TOUCH PJP /\:13/3 SIDES NO PAINT LOCATION/EXPOSURE: TYPP I I PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: MAW ICHECK BY: TB IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: - ONE - GATE - 24701 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: S3-S4/SH 19W-4'1/2 CHECKED BY: 24701 MODEL NAME. 3305_A4¢ler PLOTTED: 03:5434pm IOTµI a I FIELD BOLTS I LENGTH BILL OF MATERIAL Piece Minor Length Steel ply Mark Mark Description Ft.-In. Remarks Grade HANDRAIL 1 24702 P11/232 15'-0 1/0" or 1 h24001 14332220114 3'-91/2" .LBWS 4 h24005 144202X114 - 30101/2" NOM I p2303 PL1/472 0'-2" NB 1 p2304 HWMAIE SUS 300 HASP (1'-113/16" 801 MI 8 p24002 PL1X2 340 1/2" All 8 p24003 PL1X2 3'-37/16" NB 16 p24004 P111402 0'-3" Am 32 p24005 P1.5/8X90 2-10 1/2" MI 4 p24006 PL6/6X5I0 2-6 3/8" ua 111%6 4 020028 PL5168518 0'-7" ua TOTAL WEIGHT: 633 f—I—i —.‘—.- o o = II = o o c 1 I H I -' u o = s = 0 0 o I IH-rI 1 nj o o = a n U o I H❑H 1 o c c = = = o ® o I I Dll .1 PL1h%2415'414 11k. L 3'4116 3'-9n18 35TI16 3'-9216 1114 DIA.COUNTERSUNK 3 1 42116, 9@31946 , 4 3 1,4416 9@313116 ,. 4 3 1424 9@313116 4 3 / As, 9@313j8 4 F HOLES , FROM UNDERSIDE OF RAIL 14 STAGGERED 16"O.C.MAX WITH, a�Tro 44"EDGE DISTANCE. 1146 1% MI /M 361pE6 �6✓\ G / / 1VP pt4004) \ /BBb01\ C CW'D /CMG nit'\ EiR9 s 6 II PARR 024W]) P \G1eY)\\/\1/ \ 24LH `oNIA nit'J e ® 45• (24702 4� 4r 12 Loon) / 4fffi:4 too 8 _� r _ (ouoxeJ \ COCA 1�r P (>2aoze)W 4s• A_A $ s 's' "a " e a o a 11s $ $ a B e $ a e 11 a s e s s I I a e 2. § I^ Is.. C �. s a a 3 C `� 1 — .. g -HOMIHTINISFACE o 2 V .� A .. V .. V 1 a .tl a m N m A For oval On 03/01/2019 RS —I1 Approval N I — 0 For Fabrication RS /-- 1 4— 07108/2019 _ ,J7 1 GENERAL REVISION 1 2120/2 01 9 RS cTx 2 PER APPROVER COMMENTS 01/06/2020 RS 4pt IMP END � r- a2w04 424003 C � �pBl ` 2LW3 �p31W1 PB4BB4) GM (pHW4/) (P24ow 1 1 Pzapw rJ 1 4 cnrO i crn° i c�Tsv) crno z cmro r aps m a W 1 m a m a g REV. DESCRIPTION DATE BY Z O G 47- z 6 Adeei Inc. 7 a� aTc�To� 267 Hwy 95 N.-Orangeville,ID 83530 15 I PH IMO 983-7608 Fax(208)983-7621 �aa*3' NOTE: HANDRAIL TO BE ALL WELDED CONSTRUCTION HOLES: AS NOTED REMOVE ALL BURRS,SHARP EDGES,AND LEAVE BOLTS: AS NOTED WELDS: E70XX SMOOTH TO THE TOUCH PRIMER:SWSSG PREP:SEPCSP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECTS: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: MAW CHECK BY: TB REF DWG: • JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE- HANDRAIL -24702 LAYOUT BY: DRAWING NO. FAB RID LOCATION I,,,,,,,4 E-REE a2-eUMH 9S s BY. G ,,,,,,,4,,,,,,,4CHECKED BY: 24702 I'O17"Ia','I Remeorrs I BILL OF MATERIAL Piece Minor Length Steel • Qty Mark _Mark Description Ft.-In. Remarks Grade HANDRAIL 1 24703 P1.11202 191417/16" xx 8 h24005 HSSWXIIO 3%10 1/2" .eoz 10 p24002 PLIX2 3'-0 1/2" Ale 20 p24004 PL1/4X2 0'J" xe 40 924005 PL518X518 2'-10 1/2" 3x 5 p24008 P1.5I8X59 2'-63/9" ne 8 924007 PLSI8458 0'-7 1/4" no 10 p24015 PL1X2 34 5/8" as TOTAL WEIGHT: 795 { /0.0023151nis } 7I 1 IW7 I G21W1 GIRD , 06Wi L�'IFp 1 �('IILD'7,2,4110r 1 C1fl9 I C1R0 1 ¶{• ^I Ill E4 o . z _ o G 11--°i I o o G '- 1- l' L, G ' I H HI ° I,-r r— ' G ° I i-o-1 1 9 = = c o G G I Ha I o o �T ,— _ o I IQ 1 24rw, V4"DIA.COUNTERSUNK HOLES A FROM UNDERSIDE OF RAIL 3 STAGGERED 16"O.C.MAX WITH Nair s�e'Ise 44"EDGE DISTANCE. M^ ti z 4015 1 H3 NMI! '� C1VP G � _ p pri , ryp /4004) f� 624` ) SD24111) 4� P.2.315 S. ® ' 6r NP C t� �21F1 M TMP G , )MW3) 4Pe / PHW3)/1 (P2W06 .R4002MI pp S`` (p244e4 14 '• e ,;I /fS 7\\: I 1 —'a •C 3 `- `x $ 'X B 1, £ _ o I"' `z' g A q § S 8 8 $ S e e _/ 8 8 S`— I_ s kL, r 0 g a & i - § • 1. . 1, 1. - 1. .. $ 8 2 `X '. — '- - e n ll:: " .. .. - g .. .. .. C. �l r,p x6r 1 .. n .. 0 '*: .. 0 ._, . -z s m .4W2 • Irl=A ( , .A tP2,00, rlvzww) �y� _ A For Approval Only 0 3101/2 01 9 RS tau I, H -- - -i i 4 I _ 0 For Fabrication 0 7/0 812 0 1 9 RS �� J h ` I ` r ( I _ 1 GENERAL REVISION 1 212 0/2 01 9 RS �� 8'I 3F6✓gym \pz�s) YI �oz4a15) EI�'1 \24015) $I �,c-� I, 2 PER APPROVER COMMENTS 01/06/2020 RS e tt l7 3s�DEe LLL i :. .: ' r Iry I I_ I� -C REV. DESCRIPTION DATE BY G Ait 303% 3'Y16 PIN 43.111 1 48'16 3®31Orn 3'5,45 1l a 40f106 I 4Y16 31231'11 3''i.6 3'516 41231y,e 1 45,8 383'Y16 31YIB P5,8 463'0e I 4516 , 3®31`h6 31516 310,5 4®31y,e 1 3 3•i. 3 3 r 3•i'T 3 3 f - 3•,5{' ,'r 3 ,'r , , ,;56 41 3 3 3 34`b ,3 DVANCE �dee6Np6 (vCERTIFIED j t ( Welding S�Steel Inc. ;gI5C`F , FABRICATOR 257 Hwy 95 N.-Orangeville,ID 83530 4 I PH(209)983-7608 Fax(208)983-7621 *woe HOLES: AS NOTED BOLTS: AS NOTED . WELDS: E70XX PRIMER:SWSSC PREP:SSPC-SP3 NOTE: LOCATION/EXPOSURE: HANDRAIL TO BE ALL WELDED CONSTRUCTION PROJECT: TIGARD HIGH SCHOOL REMOVE ALL BURRS,SHARP EDGES,AND LEAVE PROJECT#: TIG-814 SMOOTH TO THE TOUCH ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: MAW (CHECK BY: TB REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE - HANDRAIL-24703 LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION6-REF FAB BY: 5.6-sssR ,9T-s 24703 CHECKED BY: Pb I ON I FIELD BOLTS I LENGT4 BILL OF MATERIAL Piece Minor Length Steel Qty Mark Mark Desuiptian FL-In. Remarks Grade HAtbM 1 24704 PL9W2 T-8 9/16" •w 2 524005 9332323114 3'-101/2" ,Nze (21104.1 60 " ^' 1 ❑ LII L1L �— 17 — _ ❑ ❑ G ,. 1 — I— II 1 n L L' r= �I _ 1 I — a p2a0oz PL1%2 a-o -3' I I 1 11 —1 11 — ❑ El 17 J II_ _ 1 B pz4004 Pur4u 9•a" .,° < '.014 sue'Pzw1s� gaity� stlWl� 'pzwls�'p2W15� 18 P24005 PL610(98 2'-101/2" ..» 2 p24006 PL5'2X516 2'-6 3/8" •N 2 024007 0511)(3'9 0-71/4" xx 7'06(PL1/2)(2zT-896o) 4 p24015 19.1X3 3'A5I8" Ny TOTAL WEIGHT: 309 i .1 - T-016 114 7'd56 3 3 3'-4% 3 y 4l8 3@31916 771g 303154 41566 4O'16 7M31416 77/ 3Q31516 4141% 3 } y 31 315/H 31506 `a'Ib 31`'He NO PAINT j4.14vP �BV a G ryP �B ^ / N > 1D \ S I $ f & 111 N P \G (P2400a 0,29004) COUNTERSUNK xa Pax _ o _ FROM UNDERSIDE HOLES STAGGERED 16"O.C.MAX WITH /I 1\ 3/4"EDGE DISTANCE. // I �NBD g E. s g g g e u V u BD D I I a '.4s 5s $ 1 1 I 'Ael] J r III m I N a1 al, I zalN4 (P24006 •'. A ForApproval P03/0112019 RS Only C na Paxr P24004 - Z (Pzaoa4 0 Z\ J For Fabrication 071081 RS N. /S 2019 / 1 GENERAL REVISION 12/20/2019 RS /1 2 PER APPROVER COMMENTS 01106/2020 RS '6BD D T, \ s REV. DESCRIPTION DATE BY I I °V<TrP sD tI> a° P, • 711 \jA Al 9 BSITMSD 9 ° TYP ©Y/\f.0 av40 J Welding&Steel Inc. (II ")NOERTIFIED 257 Hwy 95N-Graxgavilla,1083530 �J 4FABRICATOR PH(208)983-7608 Faz(208)98Y]621 4M HOLES: AlOTED • - BOLTS: S NOTED WELDS: E70XX PRIMER:SWSSG PREP:SSPC.SP3 LOCATION/EXPOSURE: NOTE: PROJECT: TIGARD HIGH SCHOOL - HANDRAIL TO BE ALL WELDED CONSTRUCTION PROJECT tt: TIG-814 REMOVE ALL BURRS, SHARP EDGES,AND LEAVE ADDRESS: TOGA DR RD. LOCATION: TIGARD.D.OR 97AM 7224 SMOOTH TO THE TOUCH DRAWN BY: MAW CHECK BY: TB REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE-HANDRAIL-24704 LAYOUT BY: DRAWING NO, GRID LOCATION ELFvar N E-REF FAB BY: .�".. .._—. ,,.,, ..,,., CHECKED BY: 2470454-55I5H Is, 5 I0'1 GT'I FIELD ExITS I LENGTH BILL OF MATERIAL Piece Minor Length Steel 2,� City Mark Mark Description Ft-in. Remarks Grade HWNDRA8 11h/ i 251/q 1 24705 PL1502 2-5 1/4" Se 1 h24002 H65232%114 b'J 1/2" ,G4w E 4b5t (P2310 1 h24005 6582020/4 3'-10 12° Awe AT p2310 H I 4,1 1 — L I i —Q _ 7 C7 1 �_ :I 2 'MMTE sus la4 HASP o•-11Lts" eol we I. _ I 1 I 1 —I p24002 �1r1 3•av2" ..,. .814212_,'224017_, 4 wep24004 PL114)(2 0'-3" 4 p24005 P1.518MS 2'-10 1/2" nx 1 p24006 PIStOt/I 2'-6 3/8" ME 2 224017 PL'x2 1•-8 3/4" 69 2'-63'4(PL1/2X2 x 2'-51/4) 2 p24024 PU14x130 a•-3" .,. 1/4"DIA.COUNTERSUNK HOLES 11/2,, )1/4,, 2'-2 104 1 v24c29 PLv TOOTAL WEIGHT: 130 T9 a-s 1a15• .,,FROM UNDERSIDE OF RAILi STAGGERED 16"O.C.MAX WITH 3/4"EDGE DISTANCE. / 3 • 1'-84 / 3 , ® 3 5@314 x 1 c lP • P T ‘. \ 7 i 24m34 0 I .1\\\\," ; 71< uy (NO PAINT) —I \ C CCTRD l \C D / $ s z C w u! 4 in N 7 in A For Approval Only 03/01/2019 RS 0 For Fabrication 07/082019 RS C ) 1 GENERAL REVISION 12/20/2019 RS 2 PER APPROVER COMMENTS 01/06/2020 RS Cpp24024 � NG PAINT\ \ R . DESCRIPTION DATE BY v as rn e l �P24004 ` rP ill DVANC eMI5 Errnrp CTRD J ��_� Welding&Steellnc. ry/' CERTIFIED 1 FABRICATOR 257 Nwy 95 N.-GraLgeville,1083530 ,•I� . 7 3 SLOES ''I PX(2081983-7608 Fax(208)983-7621 c HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX \ \ PRIMER:SWSSG PREP:SSPC-5P3 LOCATION/EXPOSURE: NOTE: PROJECT: TIGARD HIGH SCHOOL HANDRAIL TO BE ALL WELDED CONSTRUCTION REMOVE ALL BURRS, SHARP EDGES,AND LEAVE PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. SMOOTH TO THE TOUCH LOCATION: TIGARD.OR97224 DRAWN BY: MAW CHECK BY: TB REF DWG: • JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE-HANDRAIL-24705 LAYOUT BY: DRAWING NO. Lo LOCATION ELEVATION E-REF FAB BY: cry 6SN60 9,-s ®.. .,.,e ..,.,. CHECKED BY: 24705 S WI 0 v�I FELL OMT5 i LENGTH BILL OF MATERIAL Piece Minor Length Steel Qty Mark Mark Description Ft.-In. Remarks Grade HANDRAIL 1 24706 PL11122 2.-5 1/4' be pN1H: n2wrs, pzbls 2 h24005 H332X2XW 3'-101/2^ uss 1 p2310 MARE SUS 304 HASP 0.113/16' B01 as • y 11 'I —� 2 p24002 PLIX2 3'A 112' ue M 4 p24004 PL1M%2 per' As 4 p24005 PL5/8X58 25101/2" ue 1/4"DIA.COUNTERSUNK HOLES i PL1P2X2 z7-514 2 p24016 Puxz r-6 3/4" FROM UNDERSIDE OF RAIL I p24029 PL5/8X58 as 13/16^ STAGGERED 16"O.C.MAX WITH 1114 2'-21'4 1114 "R 391"EDGE DISTANCE. i pz4031 P sre s3 2-s are^ we TOTAL WEIGHT: 132 8 3 A 5@39 4 4 ZPa tt \,,\.\) `� tt eV P qKP N GN. Y 1 s 1 1 51 g1 N 4004 e 465 * 02310) 46D 124004 l CTRD l g uT a N M • 7 I M pp24004\ CTR'D J p240N I \CTRD 1 I / 1 A For Approval Only 03/01/2019 RS 1 0 For Fabrication 07/08/2019 RS p s' I / : 1 1 GENERAL REVISION 12/20/2019 RS -a 1 a8' I 2 PER APPROVER COMMENTS 01/0612020 RS 72 ttc>7iBV I REV. DESCRIPTION DATE BY o z I PES F TY.CES z co as I s tt. Z , 0 m , �ib8[kq�i DUANC alC�t�� Welding&Steel Inc. i 1� ¢FABRICATORI -- 257 Hwy 95 N.-Grangaville,ID 83539 PH(MB)983-7608 Fax(208)583-7621 93we R' ' HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:SWSSG PREP:SSPCSP3 LOCATION/EXPOSURE: NOTE: HANDRAIL TO BE ALL WELDED CONSTRUCTION PROJECT: TIGARD HIGH SCHOOL REMOVE ALL BURRS, SHARP EDGES,AND LEAVE PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. SMOOTH TO THE TOUCH LOCATION: TIGARD,OR97224 DRAWN BY: MAW CHECK BY: TB REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE - HANDRAIL-24706 LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: .®•,« ...„ a„_ CHECKED BY: 24706 35-38/SH 9)-5 L94-1 V I FIELD BOLTS I LENGTH BILL OF MATERIAL • Piece Minor Length Steel • Oty Mark Mark Description Ft.-In. Remarks Grade 14WDMIL 1 24707 PL1l2X2 211-0 1/2" ,ie 7 H24005 HS51X2X14 3'-10 1/2" was 1 52303 PL14X2 0'-2' me ' 1 52304 HP/MATE SUS 304 hASP 0-1 13/16- 501 AN 12 p24002 P1122 3'-0 1/7 •3. 24 p24004 R14X2 0'-3' 36 p24005 P15/50510 21-101/2' es 6 1324006 P15/8X519 2'-6 WE rae 12 p24027 PL1X2 31-0 5/16- •e. 6 p24030 PL5I0)318 0'-8 1/8- ax TOTAL WEIGHT: 868 21-ath - - '!4)ar 44 _R4W5 'nz4005 124005- � _3GW5 p4-1 „ „ „— 4— „ „ „ I I 0 = o= = 0 0 IF-1 I 0 0 0= = 0 0 0 I F�I I I 0 0 = H 0 0 0 1 12 H 1 S o= = 0 0 0 1 14:1H 0 = = 0 r-t1-1"—� L52w4 I I1311s PL1/2X2It 2I'.4l 114 3 3'-0b'1s 3 .3 3'-0546 3,3 3'-04h6 3,3, 3'-0*6 i 3 3, 3'-0Y16 ,3 3 3'-05/16 3 II 2 10"DM.COUNTERSUNK HOLES FROM UNDERSIDE OF RAIL / STAGGERED S16"OC.MAXWITH 434 7C•4448 1 474+ 71844 1 474 71014714 1 4#4 74§011 N ,4'14, 7(043'6 /- ,434, 790434 8 TT 90] 332bW Tp .3452 TrP f� f� �� fl'fPm \ f f �� / 0zaaw) �I,F`fl n P4xW v24pw ` .-- _ yx4Dca —_ } u34D2i —_ II f� • • ///S �` c N z I�I • • 'b Cox40]o\ '�I P2=03.2 '" 4030l "' 2-- z4IXW /- fe2060I '^ I / . ap � a a a L e � - . a e a g ' l 1 a x s 'a ' e e 5 10 " s a 8 '5 g aid i 9 R ' i1111e � 11 g 3 'all '3 'd 10 1 /8 pi fc n n 4 I A RS _ For royal On 03/01l2019 _ _ MP N m a A F t z t, '� / _ 0 For Fabrication 07/082019 RS DO<GN e� PIP �-� E� �� (0z4a4 Pzwov / (Pz4000< �1 f� t/AO yawns) (0z4000 � 7''I . ppyT in ` 1 GENERAL REVISION 17/20/2019 RS G P24004) R4mr m z L. a (vHoe4 s 3SDE6TYE s° rmene6D — �', -� L 2 PER APPROVER COMMENTS 01l06/2020 RS c REV. DESCRIPTION DATE BY ----i DVANCED e° ,%: ., Welding&Steel Inc. (115 (,CERTIFIED 257 Hwy 95 N.-Grangsviue,ID 83530 ,Ja FABRICATOR PH(208)9837608 Fax(208)983-7621 HOLES: AS NOTED L BOLTS: AS NOTED 4=1 WELDS: E70XX -ElIA PRIMER:SWSSG PREP:SSPC-SP3 LOCATION/EXPOSURE: PPTYE PE TIP PROJECT: TIGARD HIGH SCHOOL e,. 1346 as PROJECT#: TIG-814 AA ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: MAW CHECK BY: TB REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE- HANDRAIL - 24707 LAYOUT BY: -- - DRAWING NO. FAB BY: GRID LOCATION ELEVATION a-REF 24707 55-58/51-1 ..,-." CHECKED BY: I'&71 VI FIEI➢BOLTS I IEN6ii • BILL OF MATERIAL Piece Minor Length Steel • Oty Mark Mark Description Ft-In. Remarks Grade • HANDRAIL 1 24708 P1.112)(2 6'-9518" ITS 1,2a00r 3 h24005 5202X20114 3'-101/2" gap 'Train; IW2=, SNWS- IWS pNTvo 7e21W5 y24W5 _NT05 a2WU2� ;6NWS _P20V05 ;124O01 _.24M6 y24110 _Q24T05 1005 'p21W2- 1 ( �iL { { { { { ( 1 -{ { -{ -{ p _ 1 p2304 HWMATE 3U8304 HASP 0'-113/18" 801 1�� 1 c I`r -h= -�` h n_ _— I_I� h t t= _�-_ _`I h h —I 1 p2309 nil422 a•r" .,. To/DC', IWO 4 024002 PLOD 2-0 1/2" as B p24004 111/4X2 0'-3" pp 12 p24005 PLS/B%SA 2'-iD 1/2" As 2 p24008 PL51BX98 2'-63/8" .n 4 p24018 PL1x2 2'-99/16" •n 2 p24034 PLOBx5IB 0'-77/16' PL1¢X2 x 6'-9�'B A. TOTAL WEIGHT: 296 1114 3 , 3'-09118 2'-119118 , 3 , 114 114"DIA.COUNTERSUNK HOLES FROM UNDERSIDE OF RAIL STAGGERED 16"O.C.MAX WITH 2400z 3k"EDGE DISTANCE, i 4�s i 7@4 ' 4 / 3 / 43/6 ' 7 4 4 , e H9W4 f'rugli crav TF Tm V21 a ',1,:: TYP-/ C� P24019 (PM j. t .i-V<Er —❑ [ D -✓ '. 1111111111 :t C Pci'R°°'D l 1 / v a I i — mt.)\ fie, Awe `AB Pr J I� _1C2niD}_ --�� -sk 1 L1R9 ClN'D J PP TIT 1 ee +\IIII�CI is, 31`ri6 • / a NOTE: HANDRAIL TO BE ALL WELDED CONSTRUCTION NO PAINT THIS FACE REMOVE ALL BURRS.SHARP EDGES,AND LEAVE 1 1 y SMOOTH TO THE TOUCH pmL l 21R9 1 \ l _l — o F I_ �1 — A For Approval Only 03/0112019 RS ‘ I / // ^ 1 \! / 1 0 For Fabrication 07/08/2019 RS \ I r pxma) / S 1 \ <zz1018 1 1 GENERAL REVISION 12/20/2019 RS , CcrUmo TMP (Mr) 8aV 2 PER APPROVER COMMENTS 01/06/2020 RS PJ m z 3vD0 REV. DESCRIPTION DATE BY a I , 3 O v. DYANC ,�B.teTrt„ Welding&Steel Inc. 1115 )¢CAEesTIF ED 257 Hwy 95 N.-Grangeville,ID 83530 1 PH 12081983-7608 Fax(208)983-7621 News HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:SWSSG PREP:SSPCSP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-B14 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: MAW I CHECK BY: TB REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE-HANDRAIL- 24708 LAYOUT BY: DRAWING NO. GRID LOCATION BLTVA* a REF FAB BY: ®,,,, ,50- „"", e. CHECKED BY: 247OH esT(sN i9�-s TOTAL UNIT FIELD BOLTS LENGTH °TY OTY BILL OF MATERIAL • • Piece Minor Length Steel Qty Mark Mark Description Ft.-In. Remarks Grade GATE 1 24709 PLIX2 3'-83/4" 13e 1 m1198 32050116 COST HINGE 2'-515/16" BOI A 1 m1199 HWMATE SUS HASP 0'-11/2" B01 ua _� CO 2 p24002 PLIX2 3'-0 1/2" ACV Li • • \ - �� \ CO 8 024005 PLS'BX5/8 2'-101/2" ex II 0 ❑ ❑ FT- -LL -0 1 / - C _ 1 P24006 PLSI8X5/8 2'-6 3/6" A\ 1 p24023 PL1X2 3'-6 3/4" A CO ui 1 p24032 ELS/6X5I6 0'-7 11/16" Me TOTAL WEIGHT: 132 3'-76116(PL1X2 x 3'-63/4) / 41/2/ 3'-21/4 49/16 TYP /41/2/ 9@41/8 A /16 313/16/ 1,313/16 G 13/4 - / / TYp> NM D JP 1 - 1 1 "x9/16" SLOTS 3116 'p24032 ) TYP \ \ (24709) G N. / \ \ m 71. v \ I n /1 (--. n r-r o 0 0 0 0 e em 0 0 0 0 (m1199 n GL Mr n n (NI aaa li v v u l..0 LJ v V l-". v a —4 CO O C, V CV (V A For Approval Only 03/01/2019 RS TYP> 3/16 V 0 For Fabrication 07/08/2019 RS SIDES 1 GENERAL REVISION 12/20/2019 RS 3/16V REV. DESCRIPTION DATE BY \ --\--X, \ Co\ --++��,,��//►� 1\ DvAN ( p24023 3/161/�TYP N ►w,. Welding &Steel Inc. 5 'CERTIFIED PJP m1198 257 Hag 95 N.-Grangeville.ID 83530 ` f <FABRICATOR 3 SIDES I I ( NO PAINT ) PH(208)983-7808 Fax(208)983-7621 . G HOLES: AS NOTED BOLTS: AS NOTED NOTE: WELDS: E70XX HANDRAIL TO BE ALL WELDED CONSTRUCTION PRIMER:SWSSG PREP:SSPC-SP3 REMOVE ALL BURRS,SHARP EDGES,AND LEAVE LOCATION/EXPOSURE: SMOOTH TO THE TOUCH PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: MAW (CHECK BY: TB IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: ONE - GATE - 24709 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: CHECKED BY: 24709 S6-S7/SD 197'-4"1/2 MODEL NAME: 33O Mine, PLOTTED: 03:54:56Pm TOTAL UNIT FIELD BOLTS LENGTH QTY QTY BILL OF MATERIAL • Piece Minor Length Steel Qy Mark Mark Description Ft:In. Remarks Grade GATE 1 24710 PL1X2 3'-6 3/4" Ms 1 m1198 32959118 CANT HINGE 2'-515/16" BOI Ma 1 m1199 HWMATE SUS 304 HASP 0'-I 1/2" BOI Am. �� 2 p24002 PL1X2 3'-0 1/2" Mc CO N I( � 8 p24005 PL98X518 21-101Y1" Mc . l ri ❑ ❑ _ 1 - =_ G `� 1 p24006 PL3/8X518 2'46 3/8" Ms \ - p24023 PL1X2 3'-63/4" kk Ln p24032 PL518X818 0'-711/16" AM TOTAL WEIGHT: 132 3'-75/16 (PL1X2 x 3'-63/4) / 3'-63/4 WI / 41/2 9@41/8 )1, 313/16' / '31416 4 13/ G y / _ TYP> 316 p24032) TYP 24710 ) G \ \ \ / \ \ (m1199) _It �' I:fl14 v v ' \ \ n .n o 1-(1 1f2px9116)SLOTS © v e v v v v 0 a v EN N N N N a a a O. O. O. a O. a ra a CSI O e5 • <"o (0 in oD N A For Approval Only 03/01/2019 RS l 0 For Fabrication 07/08/2019 RS N 3/16Vl3SIDES EN\ ` 1 GENERAL REVISION 12/20/2019 RS TYP> REV. DESCRIPTION DATE BY I 3116V }_ Nfelding& steel Inc. p24023 \ \ 257Hwy95N.-Grangevllle,1083530 tj5TIFIED, ChTC m1198 ) N PH(208)983-7608 Fax(208)983-7621 PJP NO PAINT HOLES: AS NOTED 3 SIDES> TYP NOTE: BOLTS: AS NOTED G HANDRAIL TO BE ALL WELDED CONSTRUCTION WELDS: E7OXX REMOVE ALL BURRS,SHARP EDGES,AND LEAVE PRIMER:SWSSG PREP:SSPC-SP3 SMOOTH TO THE TOUCH LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: MAW ]CHECK BY: TB IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: • ONE - GATE - 24710 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: CHECKED BY: 24710 S6-97/S1-1 197'-4"1/2 MODEL NAME. 3305 Master PLOTTED' 03:54:5epm TOTAL UNIT FIELD BOLTS LENGTH DTI OTY BILL OF MATERIAL Piece Minor Length Steel • Qty Mark Mark Description Ft.-In. Remarks Grade GATE - 1 24711 19L1X2 3'-63/4" us 1 m1198 32959116C0NT HINGE 2'-5 15/16" B01 Au I m1199 HWIMTE SUS 304 HASP 0'-1 1/2 B01 ass, 2 p24002 PL1X2 3'-0 1/2" N. 8 p24005 PL518X518 2'-101/2" Aw �24032� 1-(11/2"xl1fi')SLOTS�y 1 p24006 PL51385/6 2'-6 3/8" Ns _w, CO NLC) � 1 p24014 PL1X2 3'-63/4" .na \�_ ❑ ❑ ❑ wit== -❑ ❑ 1 924032 PLL8XW8 0'-7 11/16" NT 24711 ( p24014 ) cN \ \ TOTAL WEIGHT: 132 i / 3'-76/16 (PL1X2 x 3'-63/4) 9/16u 3'-63/4 / 41/2 9@41/8 / / / G 313/16, / /313/16 �,13/4 PYP\I I 3/16 /G ,� (p24002 V \TYP / v \ \ cfl m1199) NO NO PAINT N N c c- N N N N N CV N n n a n a q a a a a - v v V U v v v COcsi O L16- &3 m A For Approval Only 03/01/2019 RS EN N ,—.0 0 For Fabrication 07(08(2019 RS N 1 GENERAL REVISION 12/20/2019 RS REV. DESCRIPTION DATE BY C/ 3/16 V \TYP \ \ \ \ \ Y1 Welding d Steel Inc, 1l CERTIFIED 257 Hwy 95N.-Grongevile ID 63530 eISv '" � FAB&CA,TOR,1 N TYP> PH(208)983-7608 Fax(208)983-7621 3p I/ �JP HOLES: AS NOTED II TYPDES BOLTS: AS NOTED WELDS: E70XX G PRIMER:SWSSG PREP:SSPC-SP3 LOCATION/EXPOSURE: NOTE: PROJECT: TIGARD HIGH SCHOOL HANDRAIL TO BE ALL WELDED CONSTRUCTION REMOVE ALL BURRS,SHARP EDGES,AND LEAVE PROJECT#: TIG-814 SMOOTH TO THE TOUCH ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: MAW ICHECK BY: TB IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: ONE - GATE - 24711 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: SS-S6/SD 197'-4"1/2 CHECKED BY: 24711 MODEL NAME: 3305 Master PLOTTED: 03'.55:00Pm TOTAL UNIT FIELD BOLTS LENGTH aTM aTM _ BILL OF MATERIAL Piece Minor Length Steel Ory Mark _ Mark Description Ft-In. Remarks Grade GATE 1 24712 PLIX2 31-6 3/4' A33 1 m1198 32959116 CONT HINGE 21-515/16' BOI See 1 m1199 HWMATE SUS 304 HASP 0'-1 1/2" B01 uw 2 p24002 P1.1X2 3'-0 1/2" us 8 p24005 PL5'8X5/8 2'-101/2" see CO i 1 p24006 PL5/6%5/8 2•-6 3/8" us r MK CV -- 1 p24014 PL1x2 3•-6 3/4" Au 0 1 p24033 PL518X5/8 1Y-7 11/18' us �a 1 TOTAL WEIGHT: 132 Ira 1-(1 1h"x9116")SLOTS 3'-75/16 (PL1X2 x 3'-6314) / 9/16A, 3' 63/4 /41/2 L 9@41/8 1 313/16/ / 313/16 �1314 / G 024033 PJlISP> I I3116<//611 \ \ G C24712 7_ ,� v \ - r� \ C P24002 11 \ oz ,o - vo 0 oe n- a a (m1199) N N N 0 0 0. 0 a a a n ' .-0 ..I .." U u v v v u `N p O rn irn icy c9 A For Approval Only 03/01/2019 RS N cv o N 0 For Fabrication 0710 812 01 9 RS N N 0. 1 GENERAL REVISION 12/2012019 RS Cm1198 K. 316V<TYP REV. DESCRIPTION DATE BY NO PAINT -A-----r-DVANCED ---' si v / v v d ;nCER1IFIED Welding &Steel Inc. % `7�IABRICATOR rD TYP 257 Hwy 95 N.-Grangeville,ID 83530 / 4 N 3/16 V �P PH(208)983-7608 Fax(208)983-7621 (p24014i7\ I I <TYP ES HOLES: AS NOTED BOLTS: AS NOTED G WELDS: E70XX NOTE: PRIMER:SWSSG PREP:SSPC-SP3 HANDRAIL TO BE ALL WELDED CONSTRUCTION LOCATION/EXPOSURE: REMOVE ALL BURRS,SHARP EDGES,AND LEAVE SMOOTH TO THE TOUCH PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD, LOCATION: TIGARD,OR 97224 DRAWN BY: MAW (CHECK BY: TB IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: ONE - GATE - 24712 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: SS-S6/SH 197'-4"1/Z CHECKED BY: 24712 MODEL NAME; 3305_Master PLOTTED: 03.55.02pm TOTAL UNIT FIELD BOLTS LENGTH QTY QTM BILL OF MATERIAL Piece Minor Length Steel Qty Mark Mark Description Ft:In. Remarks Grade GATE 1 24713 PL1X2 3'-63/4" AA 1 m1198 32959116CONT HINGE 2'-515116" 601 ex 1 m1199 HWMATE SUS 304 HASP O'41/T 801 Am. \ 2 p24002 PLIX2 3'-0 1/2" Am 1 C _L7= -❑ K — T' 8 024005 PL5/8X5/6 2'401/2' AM 1 p24006 PL5'8X5(8 2'-6 3/8' Ms u 1 024019 PL1)2 3,6 3/4" Am 1 024032 PLL8X518 0'-7 11/16' •m TOTAL WEIGHT: 132 3'-76116 (PL1X2 x 3'-6314) / / 3'-6I'4 9116 i4112i 9@4118 iJ, 3 313116i / i3116 1 14/ YP> p24032 G \ 3116 r><TYP \ \ , 24713) 71-\ \ �N V -- \— \ 1 (1 1/2'x9/16")SLOTS r-, .. .. .-• ,-. ,-., ') n 3 SIDES c. 0 0 0, O O 0 O O O �16 CV (m 1199) a a a a a a a a a a `J v `./ v v lJ v v v „..\ to LiF O 1D CV CV EN N v A For Approval Only 03/01/2019 RS TYP 0 For Fabrication 07/08/2019 RS 31161,7 1 GENERAL REVISION 12/20/2019 RS REV. DESCRIPTION DATE BY \ ------/\ \ \ \ P24019 to �N L/1F19k,.G 17\- PJPTIFIED YP Welding& Steel Inc.3h6 V EA END O •- 4 I Q FABRICATOR 3SIDES> II 257 Hwy 95 N.-Grangeville,ID 8353C TYP PH(208)983-7608 Fax(208)983-7621 a G HOLES: AS NOTED BOLTS: AS NOTED WELDS: ETOXX PRIMER:SWSSG PREP:SSPC-SP3 LOCATION/EXPOSURE: NOTE: PROJECT: TIGARD HIGH SCHOOL HANDRAIL TO BE ALL WELDED CONSTRUCTION REMOVE ALL BURRS,SHARP EDGES,AND LEAVE PROJECT#: TIG-814 SMOOTH TO THE TOUCH ADDRESS: 9000 SW DURHAM RD. • LOCATION: TIGARD,OR 97224 DRAWN BY: MAW (CHECK BY: TB IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: • ONE - GATE - 24713 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: _ S3-S4/SD 197'-4"1/2 CHECKED BY: _ 24713 MODEL NAME: 3305_Meoler PLOTTED' 03:5504pm Iei:`I a,','I FlE 030L35 I ,EHom BILL OF MATERIAL • Piece Minor Length Steel ' Oty Mark Mark Description Ft:Iri. Remarks Grade - HANDRAIL 1 24714 PLUM 15,4 1/4" xo 5 h24005 HSS2X2X94 3'-10 1/2' ups 1 P2303 PL1/462 0'-2" ox 1 92304 HWMATE SUS 304 HASP 0-1 13/16" 801 xa CJP TYP fM to 8 p240D2 PL172 3'-0 1/2" ua `_ p2wze�f r — - ;p 3g� _ , n 8 p2400.9 PL1X2 3V 7/16" xa 1,24ossy s:3T3, 45' ,y24use� �'',,'ams o 0 ❑ — T ❑ = Lt z ❑ ❑ ❑ ❑ r- o r_! LL I 16 p24004 PL114x2 0'3' —'� ��� 1-=I ❑ o o S ❑ a Imo] 'y24WJ�',p24W3� '�x4005.',pa4po3� -pi4w3�'�400a� '�4m3�'-puw3� 32 924005 H503)498 2'-10 1/2" . A. 4 924006 11.518X5I8 7-63'8" as 4 024028 171.58X98 0'-7" xo TOTAL WEIGHT: 633 PL1h%2 x 15'.41/4 } 3-1011/16 3@3.916 1L 101 2,2 3'J7/16 3 , 3 3'-31116 , 3 , 3 3'-3/I16 3 , 3 N-37/18 3 1.14"DIA.COUNTERSUNK HOLES FROM UNDERSIDE OF RAIL 1.414 31/2,3112 i l4$ 1'd114 342 ,34Q, 14V i'44 ,31h,3V , TA7I4 STAGGERED O.E.MAX WITH , 14 3h,3 1- o ,, , EDGE DISTANCE. � -s7G LIiA) ( m2 4) rnrA4 apD ) /ttP / 4'>/'1"r� 4 /p4p4)a (n24W3 Ma 904 2d114) G 4 0402 �� mo9 \ 402lw : m S'i" 1 L (P24m) \ , I a' vvTw it 1 492029 v mDe _ 416V<TIP E I I >,D8zs z a a ri g g � s s s $ . . z K1 - a e I $ szz � _ 1TP60 SSs ; a s v L 1 K a Ta AA if 1 1 m C \\ NO FAINT THIS FACE \ \ 2 } \ T" (/24Wd J p2 C\/ 1 \l 024W39 (424W4 ♦ IM9(\/ _ PNtln F I- k6V� CL1R'D J = JpiIW1 \G1R11 ) f LTPo) P3900J CGTt'D J C1R'0 W4001 `ra •I- and °° u mo I I - i ma i i z i o 36 P. I A For Approval Only 03/012019 RS T1P c 3 ,As , 9@313'tg T 4 , 3,43}6 9@313k8 4 , 3 ,4416 8@318/16 31306 4 , 3 ,404 , 9@31413 , 4 1 0 For Fabrication 07I082019 RS 1 GENERAL REVISION 12/202019 RS 2 PER APPROVER COMMENTS 01106/2020 RS REV. DESCRIPTION DATE BY DVANC "Arro/ A I J rlyI`IlI A NOTE: Welding&Steel Inc. "CERTIFIED HANDRAIL TO BE ALL WELDED CONSTRUCTION 257 Hay 95N.-Grangevllle,ID8353D 1 �. QFABRICATOR PH1208)983.7608 Fax(208)983-7621 _ , REMOVE ALL BURRS, SHARP EDGES,AND LEAVE SMOOTH TO THE TOUCH HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:SWSSG PREP:SSPCSP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT K: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: 11GARD,OR 97224 DRAWN BY: MAW CHECK BY: TB REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE- HANDRAIL -24714 LAYOUT BY: DRAWING NO. FAB BY: I43 LC EV N OATION ELATIO E-REF 24714 mnn ...... /60 ."a. ....v in'_5 CHECKED BY: T4 1 er:I nELD RCIT3 11ENCTN BILL OF MATERIAL Piece Minor Length Steel • City Mark Mark Description Ft-In. Remarks Grade HANDRAIL 1 24715 PLIY2X2 19'3 7/16' as 5 h24005 HSS252014 3101/2" Hoz 1 h24006 HS22520114 34 1/2" gore • 10 p24002 RAZZ 3'4 1/2" ue 20 224004 P1.1/422 0'3" Am 40 924005 PL5/606 7-10 1/7 ue 5 p24006 P1.580518 2'-6 3/8" Ne 5 p24007 P1.580518 0'-7 1/4" as 10 p24015 PLIX2 3'4 5/B" MO 2 p24024 PL1/4X114 0'-3" u" 11h}} 19.4766 — TOTAL WEIGHT: 793 zs7 PA2s5tl i� j24000 ,pt400pe 4ppr� ,,,1� -1 -'h]I n o = a o o = 1 HE i n = o = a D D o I HQ— _ = — x = _ 0 1 =D-I I = = = ` = = D o I H0� = o o = = = o = -/11 1 -00415,',1240154 '-224015,'1._04215_, ',p24015,'124015� 24015�' 2 �.p 34015, ;0.24016_,'p24015, 19'-9I1)I0(PL1)2X2 X 19'47716) 154 i,3, 3'd53 ,3 ,3 3'4 3 3 3458 3 3 3'-4% 3 3 3458 3} 1/4"DIA.COUNTERSUNK HOLES F RAIL 32MD 4004 b 451s , 3@3151s - 717 , 3@31516 2 415/s .,4516 , 3W315t6 2 77/s 3@31516 ,41518 . 4518• 3(@3141s x 714 3@31516 •415,6' I L 1 1 1 STAGGER DOM R 6OO.G MAX WITH (P4 W 4416 x 3@31516 1 h 3071516 41516 , 4 6 3(�3 51fi 3@3 518 4 5 6Is c2D � 1rP , - p N 314"EDGE DISTANCE. (mri5 (V24Pw EAEN. 4r° '4r N''C.el14 7 4r EA000 p14 WFRI T p2,015) A C1RD ° A V/ 24004 ( MP!') NW, 1�ROw ^�u v34015 'Lilo C1RD ) CTSD pm0w S V2N15) / f� Lla9 f , )a r �— �� .m015 -_ `r 4r T4v BOTH SIDES a 8oce m 1 V. in in Lip �1 i uo an Fc240611 (pzws7] �1' CP24007) 1'! �,114 � 1 1 P24007 I (o2400r) r a 8j''I - s "s o '� a —IL; $ 8 e C ' r "a s I'i F, s $ g w F. C .. 8 1 I , z g $ $ C C 8 e z II $ gi. a s $ 8 —�;�I, mz F PA 2I .. i ', z ` R 1 1„ '1 L u 1 F ., . ! _ ! ! � ! . 1 , 1 m\ _ F Z m a \ / z " a Ow\ oz4°°4(11111r� Pmaw III v \CTRD /^ \ • P24W4 vmOw \ C1HD f S F ryp CiRD 8 1 1 CTRD o C 340151 C DiR'D —- n C21P9 Cvz4cls J 240w1. fMO // 22 (w4015) 2 Pt7 F o24015 AT g 1 r C ND PAINT (�D I P240w m n m y L CTXC) m RD '" 1 a 1P (cmv : o Ill z -1 1 m a \ MasJDES L V L Z I \ z _ W L c 5@3'-1056 i A For Approval Only 03Po112019 RS 0 For Fabrication 07/08/2019 RS 1 GENERAL REVISION 12/20/2019 RS 2 PER APPROVER COMMENTS 01/06/2020 RS REV. DESCRIPTION DATE BY DANCE a".,N, , Welding&Steel Inc. (1I5C ��C�R IFIED 257 Hwy 95 N.-Grangevlle,10 83530 A PH(208)983-7608 Fax(208)983-7621 4brc'A1' 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: MAW CHECK BY: TB REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE - HANDRAIL- 24715 LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION Enee FAB BY: astAa -.„2 "..- 24715 39-O sl-s AD CHECKED BY: I*ary I m:l FEED 6o-rs I LENGTH BILL OF MATERIAL Piece Minor Length Steel Oty Mark Mark Description Ft-In. Remarks Grade - HANDRAIL - 1 24716 PLI2X2 T-89/16" A. 1 h24002 H.L'A2X2X1/4 3'4 1/2" .eam 1 1124005 H';VtXtk 3'-101/2" A.* 4 824002 PL1X2 3'-0 1/2" rn 8 024004 PL1/4X2 0'3" PM 16 824005 PLSBx581 2-10 1/2" xe 2 824008 PL5/8XB6 2'-63/8" Ua 2 826007 PL59XS/S 0.7 1/4" Are 7b916 4 826015 PL1X2 3'-4 5/8" 11 T-016 2 820024 PU/4X164 0'3" Ae Met CiftD Me (24710) -P2400)� _px1W1 P4�4/1 WEIGHT: D ❑ ❑ C -S = ❑ ❑ ❑ ❑ 1 : =1 I— 1 ❑ ❑ ❑ ' �. L �24i15,'Sx4515, 224015,I_22015, .."pIW31'.- '..,L1Ii9,i T-111/a(PL112X2 a T-016) 1 2 . T-7`418 . 1112 1 3'<SB 3 3 3'4Y6 3 1.34.. 1/4"DIA.COUNTERSUNK HOLES FROM UNDERSIDE OF RAIL STAGGERED 16"O.C.MAX WITH 330'EDGE DISTANCE. 45/18 3315fi6 35/18 , 315116 3@310116 415116 401116 3@31566 315116 315'16 3@3151116 415/Is B 4 56D<rve 2 so PAINT PJP 4 m AA END TYP ;6V TVP c \ / \ _ t - $�.., cram .. $ S o "� x a s 3 8 8 $ v n $ NOTE: — .. .- .. ., .5 —I C �. C — HANDRAIL TO BE ALL WELDED CONSTRUCTION • . I REMOVE ALL BURRS,SHARP EDGES,AND LEAVE 1� B. a I SMOOTH TO THE TOUCH OFJ rcia pANr 1'Teats , 1 cmo 1 MP>A'6 1 MI6D I C 10P 1 N PAIN / a • A For Approval Only 03/0112019 RS I 0 For Fabrication 07/0812019 RS r • 1 GENERAL REVISION 1212012019 RS 2 PER APPROVER COMMENTS 0 110 6120 20 RS m REV. DESCRIPTION DATE BY �ti' RDA ae 4r P�1 II I I DUANC � /i /_w' I_\/ Welding&Steel Inc. (115 ` �FABRIGSTODR moo. /� I c kv4 257 Hwy 95 N.-Grayevilb,10 83530 NO PAINT /J \ \ \NO PUNT PH(208)983-7608 Fac(208)983-7621 � f�� Tv' 5 TYP HOLES: AS NOTED //ttP > sD • I p2 1'16 V\ cT BOLTS: AS NOTED n•p PJ .LI. . WELDS: E70XX 3 810E5 i TM7ll I m a PRIMER:SWSSG PREP:SSPC-SP3 i LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: MAW CHECK BY: TB IREF DWG: - JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE - HANDRAIL-24716 LAYOUT BY: DRAWING NO. FAB BY: GRID LOCATION ELEVATION E-PEG �1�171(- se-ssTSD asT-s CHECKED BY: 24 6 ITv`I74I EUDeOLTS BILL OF MATERIAL Piece I Minor Length Steel Oly Mark Mark Description FL-In. Remarks Grade HANORAL 1 24717 PL1ISX2 21.41/2" as 1 h24002 113622201/4 3'4 1/2" Ma6 6 1124005 1166232X114 3'-101/2" Mwne • 1 p2303 PL1/4X2 0•-a" 636 1 p2304 MATE SOS 304 HASP 0'-1 13/16" 00' ,w 12 p24002 PL1X2 - 3'-0 1/2" Mn 24 p24004 R1/402 0•-3" .6 36 p24005 PLMIXOB 2'-101/2" .6 21'534 6 21'41/2 114 p24006 PW9X5•B 2'-63/8" 17&1B " 2 p24024 PL114X13/4 j 12 p24027 PL1X2 3'-05/18" Ala 6 p24030 BSRX518 0•-8I/O" n.lH I -, , — '.- —' c o I I-�,L�I I n n rr_ o- x� o c H HI c c r= = = c = ' HHI c c., . s o �� L L ._ .i _ c 1 HI A--- I - r. r,— 1— r -, I I�'L�`[ -1 • TOTAL WEIGHT: 886 µ 21'-524(PLl/1X2 X 21'41/2) 1 DIA.COUNTERSUNK HOLES 1.4 21•-3 4 i,- ROM UNDERSIDE OF RAIL 1-,3 f 3'-0Y16 1 3 3 f 3•-04'16 L 3 3 3'-0`16 {3 3 3'-0448 }3 3 3'-05'16 .3 3 3'-Ob/16 3 234 STAGGERED iA O.C.MAX WITH 43 f 7@4ae 1 a4 7®4Y4 ) 43•a 7C k 1 434 7®4 k 1t 434 7®44B 434 @4 4 �4"EDGE DISTANCE. f A , . r—i ;f A--. . A CP20 (° ow r° e ( CIkO J c ( l 1 (v40.4) e tt>MsD p4 ytr6s\,\. , ''' . pHWa � _ 7I) 3<]11 `CIAD ,p27 ,oJO �,%� CIRO f� 2,P10 f4 L1RO J 6 24021 u, ,.2._ 1,-, \) 2243NJ (224007) • II - 1 IL 67,-;„..f,„ . I �za0n NO PAINT THIS FACE p24004 �--F / /pr24 „ = / „i ` / Prm4 4—� // ( 2,aw( � °Ir /m — NO NNW z <TID 5/ l crRD JJJ $1 (�/ /&CP Jl e / < ry S cmn JJJ i c1a'O SVe V\t"'®ENO Iv m i /1. m y (WO/ /°24004 w pQ- vE,027 `LiFD ,erg m [-v-NO-R} P2,00Y m y (p24o9 w a TV _ iv 5 Y 3 SIDES Z I CTRD 1 (N4WC `I' CRtil O O 6 (°24027 O T (R,RWI) A For Approval Only 03/01/2019 RS 0 For Fabrication 07/08/2019 RS 1 GENERAL REVISION 12/202019 RS 2 PER APPROVER COMMENTS 01/06/2020 RS REV. DESCRIPTION DATE BY „Am: 13116 Uvriv MID a DVANCE °.� i_•�1 L1 LN Welding&Steel Inc. 4 ABRTCATOOR % 6R 257 Hwy 95 N.-Grangeville,ID 83530 2 P11(208)983-7608 Fax(208)983.7621 - A=A HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX NOTE. PRIMER:SWSSG PREP:SSPC-SP3 HANDRAIL TO BE ALL WELDED CONSTRICTION REMOVE All NAPS.SO W N EDGES.MD LEAVE 51a001N TO THE TOUCH LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: MAW CHECK BY: TB REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE- HANDRAIL - 24717 LAYOUT BY: DRAWING NO. FAB BY: GRID LOCATION ELEVATION E-REF 24717 s s5w5o iso-s CHECKED BY: I7/TT'I V I FEU'BOLTS I LENGTH BILL OF MATERIAL Piece Minor Length Steel - - i 31566 City Mark Mark Description Ft.-In. Remarks Grade HANDRAIL ems, I.p2Pw 1 24718 PL1/22X2 6'-95/8" NH (2n1B) ry 52 e2rms� i h24002 HSS2X2X114 3'-0 1/2" Ass. -� _ — I — II 2 h24005 938222X114 3-10 vz^ ,.wc, / _ _ III — - :1 —I - I II —I C C — — — _' - iI —I 1 p2304 HwuAr5 SUS 3oaHASP o-11116• wl .,, Ww24 1 p2309 PL1/4X2 04" wx C cm'D 4 P24002 P 1 3'-0 1/2" AP 8 p24004 PL114X2 I1-3" LA 12 p24005 PL518X98 2'-10 1/2' xx i C-111/0(PL41X2xfi'-9`d4) 2 p24008 PLI/BX518 2•-618' / 4 p24018 R102 2'-9 9/16' AA 2 P24024 PL1i011A 0-3" La 1'V2i;Oa 3'-3�l6 3'J9'16 11� 2 224034 PL98.W8 P-77/18" xc 1/4"DIA.COUNTERSUNK HOLES , TOTAL WEIGHT: 294 FROM UNDERSIDE OF RAIL STAGGERED 16'O.C.MAX WITH 3"EDGE DISTANCE. c 14 R rvP� e 740111) ttP>AsD TYP @� EA.EN 3)is1/ 314'1fi Crzwle) ° EA ENNb 'h6 (2Lcs) \ 14 / \ / PP TYP 144 \�// La y / cola �' "' n 45° 5mao) C m' z 1 Sngo) 416IF Willa IRO 11 [,o G J1 L I- N21 !� z€s \ ) TR'DJ OLt®J � U11 I� \v < � P \ C c2mo 3II6 V\`^�D Ella r 1 A-A r a1 a s g g a g 1 s e a "s "s C C A i 1 Fq NO PAINT THIS FACE N SF j 1 - NOTE: HANDRAIL TO BE ALL WELDED CONSTRUCTION REMOVE ALL BURRS, SHARP EDGES, AND LEAVE SMOOTH TO THE TO UCH 1 i c w A For Approval On ly 03/01/2019 RScawoa 01ooc.NN •MOO L1R° c,Rv 0 For Fabrication 07/08/2019 RS rvP 1 GENERAL REVISION 17/20/2019 RS eaa �Eh6V ._ 2 PER APPROVER COMMENTS 0110612020 RS REV. DESCRIPTION DATE BY m I 1 1 Wrote/ (P2wr8( I DVANC "anrq . Welding&Steel Inc. (IISC s'4 ABRICATORR Al a p- G 257 Hwy 95 N.-Orangeville,ID 83530 1 m o BBlplw 4+ n_ PH(208)983-7608 Fax(208)983-7621 •Awe Las X 1 Al _ o S HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:SWSSG PREP:SSPC-SP3 LOCATION/EXPOSURE: 41/8 e 4 4 4 4 e 4 - 4 4 4 e 4% - 1 4 4 - 4 - 4 4 4 4 PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 • 3 2'-9�'ts - 3 3 2.-on ADDRESS: 9000 SW DURHAM RD. '� LOCATION: TIGARD,OR 97224 DRAWN BY: MAW CHECK BY: TB REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE - HANDRAIL-24718 LAYOUT BY: DRAWING NO. OHIO LOCATION E.1EG FAB BY: �-"— ...d. CHECKED BY: Z471 S SP-P7/SO Leo-S % ECLIPSE ECLIPSE - ENGINEERING . COM ENGINEERING April 22nd, 2020 Neil Bruegeman 257 Hwy 95 N Grangeville, ID 83530 RECEIVED JUN 2 2 ZOZO Project Number: 18-04-171 CITY OF TIGARD BUILDING DIVISION Re: Tigard HS—Gym Rail Calcs 9000 SW Durham Rd. Tigard, OR 97224 Neil, Per your request, Eclipse Engineering, P.C. (EEPC) has designed gym handrail system illustrated on sheet E24002 of the shop drawings for the above noted project. The handrails were designed according to the 2014 OSSC and the AISC Steel Construction Manual. A point load of 200 lbf and an evenly distributed load of 50 plf was used to design the rail and post capacity. Please see the attached calculations and details for more information. EEPC has designed the structural capacity of the above-mentioned steel rail system only. We do not take responsibility for any other structural element not explicitly mentioned in this letter. Please contact Eclipse Engineering with any questions. 0:„.E0 PROFESS Sincerely, ���� IN EFS' 09 Eclipse Engineering, P.C. 93867PE Phillip Geist, EIT 51 REVIEWED ❑MAKE CORRECTIONS NOTED OREGON , Staff Engineer rl REJECTED 7 REVISE AND RESUBMIT ATFMgER 11 1, THIS REVIEW DOES NOT RELIEVE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. rT RATTE?-`'Iv THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE EXPIRES: 12/31/2020 INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION. COORDINATING THEIR WORK WITH Digitally signed by So h tterman,P.E. ALL OTHER TRADES, AND PERFORMING HEIR WORK IN A SAFE AND DN:C=US,E=sratte n eeimt.com, t, iVSATISFACTORY MANNER. O="Eclipse Engineers ,CN="Scott Ratterma ;L r=„ 06/12/2020 DAA Date:2020.04.231322188-O700' DATE CATENA CONSULTING ENGINEERS BY MISSOULA WHITEFISH SPOKANE S3ti*k;. PORTLAND !MAI tgl_cnll !AMA A RAI7t5 14101 V1l.lnl ISXl1 YYOonco K.I\o\manna -..0.1111111111111 12. 0r4 TO GNDT 15J zr+ 1 n. ... It IY3W (SEW _ R'd16 1HM T0 MID 51 GRCERIF%f GALE CENTERLINE GAZE CENTERLINE n B-loll vary ano „Ai zD )-lo raps r+k ' s®6's'F6 o — v I]o .. — .. 1®.14 .. — • was LaN W. EASJ91n r)5 Sd%. NM NM 2.9 ' wI MxoxaL I nWI IIJII 1M... I Ion GALL !� _ � f• _ . - . _ I s _ I I •� n ' • I J - ' � I NM POST ��. yyggo.'�',�n�1,�E I Y.,I� Ea DECO IMOE POSTS` w Is _ 1.nSpEaun9 • 1 1 1 IYa 2V4 T061WT Ira UN 2S1 1Ia1y xrA 41 MIIIIII2.44, Mr.TO GRID Si GATE GENttAME GATE Mr-WM 04 GCE CENTERLINE .A I )',101¢ 11'4 )'n0 A 6Y♦ R,t 3YL I10 2I'-I4 412.10$ TA PAR.. 3,691n 7241I a4ON "Aria POST . !w �NN MNA IVNOMII MIMRVL x2.9XgVIL GATE nNI6DPNL WOO a1DAA G,AIFN 1 :I - H li : IIIIIN 1', �t:N LLiV� l I - -- 0E3.1 =fl_ 06 E,A Id 41i I0E POST, INL0EPoT9 W91DE P64N e-B WORM. -a fOF1 NFEG0.Gax� A FMIyprovA0My 03,0112019 RS PER RAN M PERPIAx 0 For ES/Ne o,roai019 RS •- P i GENERAL REVISION 11RNM10 R6 x eD 2 PER APPROVER COMMENTS 01NMt0[0 RS �� k 'q � re REV. DESCRIPTION DATE BY creT Ilia ;� Ero,�o� AV_CERTIFIED 7I Welding&Steelinc. II�Ct)<FABRICATOR a1N.Y011 C. ' PH me)m.F�rem aM mJ.16:1 I I'U a PROJECT TIGARD HIGH SCHOOL PROJECT F: TI0811 ADDRESS 901111 SW OURNAM R0. x..oa$L eN'4 On._ =NU LOCATION; TIIGARD.OR911N DRAWN BY:MAW (CHECK BY: TB (REF OW6. JOB COLOR. ORANGE hW YELLOW STPN4: Cur BY, FOR COMBTFIVGTOM LAYOUT BY: DRAWING NO. FAB BY: (CHECKED Br. E24002 -N: EC LI PS E ECLIPSE - ENGINEERING . C O M ENGINEERING Handrail Spacing Using AISC ASD,ANSIINAAMM AMP 521 Handrail Properties: Post height- h:=4.0 ft Post wall thickness- tw:= 4 .in Post dimensions- b:=2.0•in d:=2.0.in Rail dimensions- b2:=2.0•in d2:=0.5•in Yeild strength Post- Fy P:=42•ksi Design point load- P:=200•lbf Yeild strength Rail - FR:=36•ksi Design uniform load - w:=50•plf Omega Factor- (lb:=1.67 PostlRail Capacity Calculation. (Post: HSS 2 x 2 x 1/4_A500-B) Rail: PL 1/2 x 2_A36) Inside dimensions- d1:=d—(2•tw)/ b1:=b— (2•tw) 1b2•d22) __ Plastic Section Modulus for ZR:= 0.125 in3 Railing- 4 2 2 ) Plastic Section Modulus for Zp:= (b•d ) bl dl— =1.156 in3 Post- 4 4 Allowable Moment capacity for Mp R:=FY R• - =2.69 kip•in Railing- b Allowable Moment capacity for Mp_p:=Fy P• ZP =29.08 kip•in Post- b t • : ECLIPSE ECLIPSE - ENGINEERING . COM ENGINEERING Post Spacing Based on Railing Strength: Concentrated Load Uniform Load MpR II r MpR Lmax1:=5• P Lmax2:='11 9.5• w Lmax1=5.614 ft L,aax2=6.532 ft Post Spacing Rased Intermediate Post Strength• Concentrated Load- Load Distribution Factor per NAAMM AMP521- Fi:=0.6 (Assumed 3 plus span condition) 117 inter' F .P.h M,inter=5.76 kip•in Result:=ifOMint <Mp P,"OK","fail") Result="OK" Minter er =0.198079 MpP Uniform Load- Max post spacing- Lmax3:= Nlp-P =12.116 ft w•h • • Post Spacing Rased Fnd Post Strength. Load Distribution Factor per NAAMM AMP521- Concentrated Load- Fe:=0.82 (Assumed 3 plus span condition) Fe•P•h M End=7.872 kip•in Resulte:=if(ME„d<Mp p,"OK","fail") Resulte="OK" MEd =0.270708 /17p Uniform Load- L•n„.i:= wlp •2=290.793 in Max post spacing- L„ax:_mnin(Lmax1,Lma.x2,Lmar3:Lmax4) Lmax=67.365 in (Max Spacing to be called out in plans is 5.5') Lmax=5.614 ft