Loading...
Plans (25) • • ( Se ) ( S9 ) ( S9.2 ) �-p-I� ¢ r-nAa t'<� I z¢'a ( S8 ) ( So ) ( S9.2 ) 10703 - DET.2 HANDRAIL A HAND sz s•.1I HANDRAIL aeW 11m6ws cmi•Pq.ly-t nr+I -10002 x�Lifll1F111111F11111111 �tA7VP.316 10004 -. cotu ic,..'.4uux z 554%4X250 Ixl lr C� n 1111 •`e- 4118ID8 HS54%4X.250 RcoLunN ®cHWNR ( SL ) --k— -- .. -- - — — -- '„' — _ I K oral �I HANDRAIL' T I / 7— 10704 M _ _ - _ — =p _� g HANDRAIL dI ��II ill ���--- 10103 Ili L 1oeo3 „ c12X29.7 — 5'<$ �PLtbX94`68 I' `� o ew,xonn♦ I 1 ! 1 I 1�i6ea1 — —/1- — -1 �_ I I I I I I K T a 10704 L4X4X2b E=E ' HANDRAIL' II 1 I'. D_D 1 nmD,os®v.,rl•I-1=tv-, cYre 10705 z CHANNEL _} — — + — ' I 1 rn 1 PL518X43 �10705 ID8m j I z PL5gX% 14X4X4$ L J ® �e�� CHANNEL 1 --I s�®Ip PER PLAN 10702 10601 IT TVP j' HANDRAIL ,STAIR tl 10102 • II1111 PLATE }_ '..10602�� r L _ �. C — 1f___ _ ._.. STAIR _ . A -01 _ — J 8 _} a ' ^ C12X207 PER PLAN 11 HANDRAI10703 L PO8aX4 tb LdeX0.XEb ® J ,� TT P j 1 _— — __ I ' 0,,,,,,,,,.. ANGLE u 10801 4 �- 10101 I PER PLAN ;Sp) 10803 L4%ak3b p �,. Y C15X33.9 1111 10802 Bneno v euj PL3b%9M1 9116 S� I o o ''. PLATE rP j 10801 ¢ x x la ► I I L4X4X'b C ^ a18 �3 10701 L �i 10101 C15X33.9 1111. MI HANDRAU_ "CI, _ _ t 7� '1 W ____ 000a 0061 7 1 _ w I =1 10704 `u LC '' HSS4X4X.250 , HSS4X4X.250 - - 1•WEDGE ANC 4-EPDXY ANC 59X8 //y�'�'� HANDRAIL C SM �`il._ _�— it A 54 EMBEDMENTb%5th� fiyEMBFDMEN 4-EPDXY ANC SIB/ G I it 1 ` 81b EMBEDMENT P;nv;, I!' A_A 5 3i16 2V12 i Iavolxavnlmll neN ` 7111 F_F ®,mo, m,z x1 ,4 n TREnoseR-Irl•q.m.l 744 - If STAIR PER PLAN SEO 10 STAIR 5 FRAMING PLAN ( $8 ) 0 ( $9.2 ) m-I sz is C110103 2%20.7 ( SB ) ( 59 ) ( 59.2 ) iP C15X33.9 3116 2'®12 le-1 © ,,,,,;:of I G=G PSW II TREADS a 0.I1'1•I'1•IVt P61` q -WC KK . 10704 - 31/2 a HANDRAIL ... � urvoNcvBmH j I j I 6 1 W G 70] ¢1qe y j 10703 R 10702 I ' 0„,e1 5. — j PER PLAN HANDRAIL HANDRAIL 5 g ) F— III 7 13 j a DETAIL �51�18i, �� 0 _ R:e:°°.:m ornwrto .Z0 ARV. II I mw.:s o,:ao »o.ro�.Ma:.r: jI ^ _ LDETTApL 1 47 III FI —__._.—. _ --- — a ® (194'.0"� "'R* Ipy1NIA For Approval Only02/0112019 JP444 , „TREMs® Il'1•,1-1a-1,�I�/ � I " w o"a ♦ 0 FOr FreId UBe g4 4 1 • �10802 9rroao iv @ 12019 RS '�' 1 I 12D,.. croIA<or+wt"xcc«lIRIs derN. REV. DESCRIPTION DATE BY aI /.L: . • , PL 4X4 b 10102 dl III �I 10BmC12X20.7AED PROFf -C15XiI �� E eDlpWly s'rynea C15%33.9 (194-0") - .. 'x —.L4X4X3b—« _ �. _ _ et 6INER'�p Raterm1. ratrerm mt n w J .41 6P66](P,O g g.E�, O mA ? ijncW IT- WoREGDNm = PFIE, DET.1 Ci5X33.9 S �ueER+^10101 e r 13:19 x �_ �'/�y/ri Cr to ga 1 TYP DtTRATTER�F �"'F I 257 Hwy 95 N.-Grengeville,ID B3538 •(� 4 FABRICATOR Iv-- IS EXPIRES.12l31(2020 4 EPDXY ANC SgXa //U 1 PH I208I983]608 Fax r288I883-]621 'P�wx'x' e 61b EMBEDMENT PROJECT: TIGARD HIGH SCHOOL Eclipse Engineering,P.C.,as the specialty c=c R engineer,certifies that the stairs ofthis PROJECT N: TIG 814 w \It-WEDGE ANC T¢XSVz project are detailed as per AISC standards ADDRESS: 9000 D,DURHAM RD. 53h EMBEDMENT- except as may be modified by the contract LOCATION: TIGARD,OR 97224 documents only.We have designed the stairs B-B DRAWN BY: AN CHECK BY: LM REF DWG: and platforms shown on this E sheet only. We certify neither the completeness nor the JOB COLOR: ORANGE AND YELLOW STATUS: adequacy of the design documents,nor take CUT BY: FOR CONSTRUCTION responsible charge for any aspect of the structural design of this project,except as LAYOUT BY: - DRAWING NO. noted above. FAB BY: C CHECKED BY: C10001 TOTAL UNIT FIELD BOLTS '_ENGTH QTM QTY BILL OF MATERIAL 4 4 EPDXY ANC 5/8X8 Piece Minor Length Steel Qty Mark Mark Description Ft.-In. Remarks Grade HSS POST 1 10001 HSS404X.250 T-3^ MOOD 1 p10008 PL314X10 0'-10" Ax 1/4' 16 16 1 p10010PL3I8X31/2 o'-9^ ax I 1 p10012 PLI14X3518 0'-35/8" e08 I' - - -- -- _ - _ _ _ _ TOTAL WEIGHT: 109 67 I 7'-4(HSS4X4X.250 x 7'-3") 314.., 7-3 1/4 r RD 6'-61/4 3 3 i i —r 5/16V 5/16 (p10010 114V 13 1�16°0 B 41,A>D i - - - _ — v ( 10001 - MARK East ) I • ♦_L7NSB /16 V A For Approval Only 02/01/2019 JP 0 For Fabrication 04/24/2019 RS 31/2 31/2 REV. DESCRIPTION DATE BY 5116 MO c 2 13/ . 0 I 5/6, QV11NCEt ,tslvx If!M%� �'� Ih Weldin & Steel Inc, I1A,- uCcEtn�RnTIFIED �t� 2'1�'1.n0 _� 257 Hwy 95 N�GrangeNlle.ID 83530 � �F' � rd05O FABRICATOR p. PH(208)983-7608 Fax(208)983-7621 '4F ` HOLES: AS NOTED 4-15/ ."0 .10012 0 3/16 V BOLTS: AS NOTED A=A WELDS: E70XX B- B PRIMER:GLV PREP:SSPC-SP3 LOCATION/EXPOSURE:INTERIOR I NOT EXPOSED PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: AN (CHECK BY: LM IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: ONE - HSS_POST - 10001 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: 59.2/SM-SL 194'-3"3/4 CHECKED BY: 10001 MODEL NAME: 3305 Master PLOTTED', 10-,08:46am TOTAL UNIT FIELD BOLTS LENGTH QTY QTM BILL OF MATERIAL 4 4 EPDXY ANC 5/8X8 0'-8" Piece Minor Length Steel Qty Mark Mark Description Ft-In. Remarks Grade H55_POST 1 10002 HSS4X4X.250 T-3" Awoe 1 p10008 P1.314X10 0'-10" OM 1 p10010 PL318X312 0'-0" AM 1 p10012 P1114835/8 0'-35/8" AY TOTAL WEIGHT: 109 I •114I I 2-416"0 I - - - - --- -- - - - - - - i 546 3116V 5/16 7'-4(HSS4X4X.250 x 7'-3") i 3/4 7'-3 1/4 RD 6'-61/4 3 3 / / / 31/2 31/2 5/16 D 3-15/16"01 6/1s 2 1 0 �In A 1/4V (p10010 ( P1D0,2) :in I-ILL-4161E 1 _ _ _ 10002 MARK East 3116 V A For Approval Only 02/0112019 JP 4-15/ r 0 C 1/4 r Q I 0 For Fabrication 04/24/2019 RS REV. DESCRIPTION DATE BY A-A DVIi D.. t0194 .4 Welding &Steel Inc, t411 t u*CERTIFIE(7 -T FABRICATOR 257 Hwy 95 N.-Grangeville,ID 83530 3 PH(208)983-7608 Fax(208)983-7621 'X'' HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:GIN PREP:SSPC-SP3 LOCATION/EXPOSURE: INTERIOR/NOT EXPOSED PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: AN (CHECK BY: LM (REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: ONE - HSS POST - 10002 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: S9.2/SL 194'-3"3/4 CHECKED BY: 10002 MODEL NAME. 3305_Maekr PLOTTED: te05468m TOTAL UNIT FIELD BOLTS LENGTH DTM DTM BILL OF MATERIAL 4 4 EPDXY ANC 5/8X8 0'-8" Piece Minor Length Steel Oty Mark Mark Description Ft.-In. Remarks Grade HSS POST 1 10003 HSS4X4X.250 6'-3" MOM 1 p10008 P1314210 0'-10" xx 1 p10013 PLI/4X5 1/2 0'-10" At. 1 p10043 P13/833112 0'-6" xax TOTAL WEIGHT: 99 RD 5'-91/4 /3` 5/16 5/16 (p10043 12-1$16"0 4 ' • \ 1 1l4 6'-4(HSS4X4X.250 x 6'-3') 34� 6'-3 114 41-- '0 B A 14 � r 10003 1 — JAI MARK East ) THIS FACE ON CL J A For Approval Only 02/01/2019 JP B I 0 For Fabrication 04/24/2019 RS REV. DESCRIPTION DATE BY 11 31/2 31/2 — DVANCE N1r. /4i a- �,s"0 z-; i 6„0, 11/2 din & Steellnc 1 FABRCI�TC3R 111 ta i 10013 257 Hwy 96 N,-Grangeville,ID 83530 J�. .10008 `-�q 4.-> a-> x PH(208)983-7608 Fax(208)983-7621 ...,. .• r11r-1� �: _ _ HOLES: AS NOTED ti:. BOLTS: AS NOTED 2 1 1-) E' 2_13/160 WELDS: E70XX m PRIMER:GLV PREP:SSPC-SP3 A-A B-B LOCATION/EXPOSURE:INTERIOR/NOT EXPOSED PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: AN 'CHECK BY: LM IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: ONE - H S S_POST - 10003 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: SS-S9/SM-SL 193'-3"3/4 CHECKED BY: 'I OOOS MODEL NAME: 3305 Master PLOTTED: I0:08:Mam TOTAL UNIT FIELD BOLTS LENGTH °TY °TY BILL OF MATERIAL 4 4 EPDXY ANC 5/8X8 0'-8" Piece Minor Length Steel Qty Mark Mark Description Ft.-In. Remarks Grade H55_P05T 1 10004 H554X4X250 6'-3" use 1 p10008 PL34X10 0'-10" 95 1 p10014 PLII4X512 0'-103/4- nm 1 p10043 PL3I8X312 0'-6" ..w • TOTAL WEIGHT. 99 I — — — S: I - 5h6D5/16 °1/4V 2-15/16"0 RD 5 9V3 q 1" 1 6'-4(HSS4X4X.250 x 6'-3") i r 1518 rr 31/2 31/2 r .10014 "`11 Yl 1n 0 Mill ( 00008 ) — — — - — — — — — `.,2 1 „O iii —Z, 1 J 10004 — — \K: \ 4-15116"O MARK East 10043 am , .10008 A THIS FACE ON CL 1/4 r A=A I2- C C C N 3/4f 6'-3 r114 A For Approval Only 02101/2019 JP 0 For Fabrication 04/24/2019 RS 4 REV. DESCRIPTION DATE BY .10043 1-141. 0 Cki Welding &Steel Inc, Ill " � nCERTIFIE[7 i 4(FABRICATOR 257 Hwy 95 N.-Grangeville,ID 83530 _ PH(208)983-7608 Fax(208)983-7621 `hc4n' " 1/4I 4. 11/2 I .10014 HOLES: AS NOTED BB=B BOLTS: AS NOTED WELDS: E70XX PRIMER:GLV PREP:SSPC-SP3 LOCATION/EXPOSURE:INTERIOR I NOT EXPOSED PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: AN (CHECK BY: LM (REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: ONE - HSS_POST - 10004 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: S8-59/SL 193'-3"3/4 CHECKED BY: 1 0004 MODEL NAME: 0305 Mule. PLOTTED- 10:Oe69am • TOTAL UNIT FIELD BOLTS LENGTH °N °TM BILL OF MATERIAL 4 4 BOLT 7/8"DIA A325 2" Piece Minor Length Steel Oty Mark Mark Description Ft.In. Remarks Grade CHANNEL 1 10101 C15033.9 15'-5 5/8" au TOTAL WEIGHT: 526 C15X33.9 x 15'-55/8 NO GLV TOP FLG MK 10101 00 a. �♦ I2-15/16"0 2-116"0 R] 15-4118 A For Approval Only 02/01/2019 JP 0 For Fabrication 04/24/2019 RS REV. DESCRIPTION DATE BY DVANcE• t Welding&Steel Inc. 1/15 ' ERICATOR aC F tiERICt°4TQR 257 Hwy 95 N.-Grangeville ID 83530 e A PH(208)983-7608 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: AN ICHECK BY: LM IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: ONE - CHANNEL - 10101 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: S8-S9/SM-SL 193'-9" CHECKED BY: 10101 MODEL NAME: 3305-MaNer PLOTTED: 10:08.a9am TOTAL UNIT FIELD BOLTS LENGTH °TM °TM BILL OF MATERIAL 4 4 BOLT 7/8"DIA A325 2" Piece Minor Length Steel Oty Mark Mark Description Ft.-In. Remarks Grade CHANNEL 1 10102 C12020.7 15'-9 5/8' a. 1 a10003 L4X408 14'-11" A. TOTAL WEIGHT: 472 RD F 51/2 / / NO GALV THIS SURF 3/16� 3 an,12 51/g 31161/ 3"@12 \ (a10003) \ v 0 7/4 — — ,....1.1 ..a. C12X20.7 x 15'-951B �ts�3"(a112 MK 10'02 �16 3"@12 ro Co -} • \ og 12-15'16"0111 . 2.15/18^pl A For Approval Only 02I01/2019 JP 0 For Fabrication 04/24/2019 RS 15'-81/8 REV. DESCRIPTION DATE BY �/ f DVANCE . trolly, . Welding & Steel Inc. : vCERTIRED f<FABRICATOR 257 Hwy 95 N.-GranyeNlle,ID 83530 y't , PH(208)983-7608 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: AN ICHECK BY: LM IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: ONE - CHANNEL - 10102 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: S9.2/SM-SL 194.-4" CHECKED BY: 10102 MODEL NAME: 3305_Maaler PLOTTED: 10:08:50am TOTAL UNIT FIELD BOLTS LENGTH OTY QTY BILL OF MATERIAL Piece Minor Length Steel Dty Mark Mark Description Ft.In. Remarks Grade CHANNEL 1 10103 C12X207 8'-4 7/8" AWI 4 010015 PL1147211116 0'-11112" Mb TOTAL WEIGHT: 182 NO GALV TOP FLG& BACK OF CHANNEL BAR — — — — — — — — — -- — -- 1 / d i J rd / / \ / / 3'16X SIDES al0015 3116D/3 SIDES r- 16 )< 3 SIDES j 6D(3 SIDES �10015J 306 e J 306 `` „E10015J 3/16 \ _10015_, 3h6 (p10015 MK 0103 3r 6D<3 SIDES 16D<3 SIDES (p10 10 3/16D13 SIDES .if N. RD 31161> \3SIDEc P10015) ''' p10015) 2'-911I16 / 5'-51/2 / 8' 11rq / C12X20.7 x 8.47/8 / A For Approval Only 02/01/2019 JP 0 For Fabrication 04/24/2019 RS REV. DESCRIPTION DATE BY DV11NEQ. Welding &Steel Inc. • ii5 ` CERTIFIED 257 Hwy 85 N.-Grangeville,ID 83530 ''±FABRICATOR PH(208)983-7608 Fax(208)983-7621 HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:GLV PREP:SSPC-SP3 LOCATION/EXPOSURE: INTERIOR I NOT EXPOSED PROJECT: TIGARD HIGH SCHOOL PROJECT#: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD,OR 97224 DRAWN BY: AN (CHECK BY: LM IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: ONE - CHANNEL - 10103 CUT BY: .FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: S8-59/SM-SL 2O1-a^ CHECKED BY: 10103 MODEL NAM. 3305_Muter PLOTTED: 100S.50am '"m',w 0, Nan earsJvicri ' ' BOLT Y1O03252 -0-2 BILL OF MATERIAL BOLT'WOW ADS 2. ox 2 X WEOCEnxc awxslrz 0s 122 Piece Minor Length Steel (P Wan (al0oul7 1-5-0r 1 era=-o Oty Mark Mark Description FI.In. Remarks Grade l 77S0a m1°9u0 STAR N I Iry� — - = v`SR 1, 2 1 10601 C12X20.7 13•-211116" rae L1 n I I I I °00 ) ♦ 2 a10(102 LOOM o16 4. As A J I II II I p i' _ 1 at000z LOOM s•am16" aR I I II I Y I- I A 10�b �� 1 m10004 GI2X207 13•-znns^ N. 1 m10005 012020.7 0•A 7116" u6 I II II I A — J ,b 063 TV'. 1 A. I I I I I 1 mlGoos ctzzaa e-91616• A m 2 010011 FOAM 0•-3118• :pia9ae I ttF 1 910017 PL114X3 0•-7" EA _ I._- ,� - I.-_ Ir__ IL _ �__ Ir__ 1r__ w �10041, y1WCt 10041� ,W61� 1oN1� 1005, 10N1� 1Wil• 10M1� 1W11� 1C 4, 16- Y Te tk- 1Q '1 1P- - - ,e_ , _ 72--"' 1 z®1x 1 910038 PL12G6X111d ]'-6" n» I 1 11 I I �I I 1p10039 PL1204x7 7.-6- 11 DETAILI R� 1 I I i I I 1 I I - I i ' 1 �� I I I II 1. II Il I 9 46 I I 11 1 I II AI I I I 1 II 1 1 p10043 Rmow x231a 1116 i All I 1 p10044 PL12GaX231113 T-6" I II II Iu II I TOTAL WEIGHT: 1717 aaa I I Il II II I I I I II III 14-10al6 I II I I I II III „a 4b'117 (10601 I I I 1 I I Y I ,I 914 „18040t®11.I0-1 AI -0 _ of I a A i j h I 1 I �" P ihivail_ mmn n6as1) (m10006) C3,0030 A is• @• mIWW / s NCR 1,3419 12 (�l0002) 11-1`'I6.0 'k re114 aWe�W A A�mfi ' 1 1-1>hfire 4a$6 (y1001 911 11100700 ell=1v-1 IA ) �•1:( ♦ y86 1. re m10003) .0 qs°" W 0505 ♦Y 45) // '722- 9,3 It 4'I6V<2SIDES n e ® F Aiiii _ 1 cp>-.7.7) s'ilig ' u 9nz 9'I — �, ,ate° 11/4 Wt1 g —F 3 •P3'16 � 2 1 MVP" JSIDES -' 6Cuv i 6r 3 — � FDA �10W1: 3 9 t E F — 251DES 4I6OF 9 iris" A For Approval Only 02/01/2019 JP ` - DET.1 TYP 0 For Fabrication 0 4/2412 01 9 RS — AA-A REV. DESCRIPTION DATE BY 3 .IWn di -"IMP', � , I R � 3SIDE5 DVANCLE� „d`♦ 1 !Jr- "°°°' 6 Welding&Steel Inc. iI5V )4 ABRTCATODR 2 SIDES 1'R, 257 Hwy95 N.-Grangeville,ID 83530 J 1 >a�BV - taW PH(206)983-7608 Fax(208)983-7621 A%wn `'' HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:GLV PREP:SSPCSP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL PROJECT S: TIG-814 ADDRESS: 9000 SW DURHAM RD. LOCATION: TIGARD.OR 97224 DRAWN BY: AN CHECK BY: LM REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE-STAIR- 10601 LAYOUTBY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: CHECKED BY: 10601 SB-595M-SL 394-4 l vtaoar ro3 OTM eaLr"a°BOLrs LENGTH W6 0c IM021 — — — ICED SP1611r, eOLr,"oa r"` p,'" BILL OF MATERIAL T1 1 _� I I Piece Minor Length Steel TAI City Mark Mark Description Ft-In. Remarks Grade SIM 1 I 1 I 1 10602 C12320r 13'-4 1/16" es (0 1ir I 11 1 a10002 L4X4X38 F-4 3/16" me 1 , 1 1 1 I I 1 m10008 C12X201 13.-3 15/16" 1 I 1 I I 1 tle 1 m10010 C12X201 0-6 1/8" ue 1 m10011 6123207 16 11/16" ue q ii -. — i`—_ _ 1 m10012 C12X20.7 0'-it B•1F' Ha _21041, 1100441, PIL0e1, p,0041,SG04,, 'E,OOn, _I0041, 010111,P,0141, p1O0P, s,0141_, I01001_, T1'P 6 �.� 1 P+0017 PL1l4%3 D'-]' I I 1 p10018 PL114x3 0'-11" me me I M k IV - 1 p10037 PL12G6(29 7116 7-6" ue - I I Tr S®,2 1 p10040 PL12CeX81/6 T-6' na ION 1 I DETAIL I it p10041 PL12CaX23 I/16 T-6" vx I 1I Bri 1 p10043 RSRX31/2 0-6" us 1 p10046 PLII4X3 0'-T ue I 1 I I I I 1� -I (a10001) �, �a 1 p10047 PLIr4x3 100a8 0-6" am / u _ I I I1 ^ (Ptawa m Lm10009) 1 •- 1 VI sW I11.0 PWe W 1 p R114%3 0'/8" us Io0IO) L-LMiar mtOIL 10049 PLYt6%6 0'-9 T/B" iiI___ � � umen056!n=,a'-1 vW TOTALWEIGHT: 1836 W 6W nn � . 10'16Xa T, ■� 16 lib 11 iPF/1)66!11=10'-1 411 . .. woo11 N. •V ` �a,'''t w 8 2T24* nI e, `,i<"'44t t JP. f� 9 - '1111`I�I' UP T9 i21 11411111111LINglir �6° 3 11`VIE vr DET.1eiii/Nifr '> x•auv TYP3; A=A ur 77.9- ma ) 13,8a'P A For Approval Only 02/01/2019 JP _I _ _ ___ �`�- �, Q 0 For Fabrication 04/24/2019 RS fJP VP rW0 1,ca,z In REV. DESCRIPTION DATE BY y z.,Lls'6 `A6V T1g12 45' ,, �1 2, IV, 644 I 9drlm isalha DUANCpaerlrrV Welding&Steel Inc. 1II5 ) FABeTcATop 257 Hwy95 N.-Grangeville.ID 83530na�' ' I NYc AT 14 W PH(208)983-]808 Fax(208)983-7621 74m.a®' �� BOLTS: AS NOTED Y 2SIDES PIP 0,„ BOLTS: AS NOTED ...... J 2 SpfS a� \ ' WELDS: E70XX PRIMER:GLV PREP:SSPC-SP3 LOCATION/EXPOSURE: i bil, e a' Mal cisPROJECT: TIGARD HIGH SCHOOL Y ADDRESS: 9000 SW DURHAM RD, If lir—� ,I z sores Pm LOCATION: TIGARD,OR 9722/ We s DRAWN BY: AN CHECK BY: LM REF DWG: DETAIL2 2SOES PIP av JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE- STAIR- 10602 LAYOUT BY: DRAWING NO. GRID LOCAr,O4 ELEVATION 6-1E4 DETAIL 3 FAB BY: Sa-SBISM-SL 41-9 CHECKED BY: 10602 • Irmr`I nri I FIELD EOLT5 I LEAOW BILL OF MATERIAL Piece Minor Length Steel Qy Mark Mark Description Ft:In. Remarks Grade PPHDRNL 2 10701 PFE14I43CH40 13'-1 1/2" Ace 2 m10018 PIPE1-165C1.140 1'-I1/16" CX 2 m10019 PIPEI.12E26 0 V-2 15/16" see 2 m10020 PIPE1-I013084O 0'.2 15/16" uve 8 m10031 (101 0'-2 11/16" /x 4 410045 PLIIBXI IR 0-1 1/2" Ax TOTAL WEIGHT: 71 a V ry010W8) (p10045ry iI�IJ +I 111 _ R (m10018 J _ -t m10020) Ira 1PIPEI-YISGI48 x 13.I15l II'9 1.4 Sa 3'6816 3'111ae T-11( 8 B 5'S1Ns (81,1001111( / it , �ylw EWE FB@f7 PAINT NOTE: c HR TO BE PAINTED AFTER GALV A For Approval Only 0 2/0112 0 1 9 JP • 0 For Fabrication 04/24/2019 RS Rib-- o To REV. DESCRIPTION DATE BY •• m10031 I ovnNc (115t) .P 1 Welding&Steel Inc- `(ABRTIFIEDR 257 Hwy 95 N.-GrangaNlle,ID 83530' ''''4 2.4.re ''''''' �, PH(208)983-7608 Fax(208)983-7621 •80 HOLES: AS NOTED m10831 BOLTS: AS NOTED WELDS: E7OXX PRIMER:GLV PREP:SSPC-SP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL NOTE: PROJECT#: TIGS14 HANDRAIL TO BE ALL WELDED CONSTRUCTION ADDRESS: 9000 SW DURHAM RD. REMOVE ALL BURRS, SHARP EDGES,AND LEAVE LOCATION: TIGARD.OR 97224 SMOOTH TO THE TOUCH DRAWN BY: AN CHECK BY: LM REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION GRID LOCATION E1 v n a-REF 2 - HANDRAILS - 10701 LAYOUTBY: DRAWING NO. Se-Se/9L 7'-o--LAna FAB BY: 9a-39/3 -SL -O 13/15 ,.,„.,., ,,,,,. rou ._,_ CHECKED BY: 10701 M 'mi.]On1 I 0E1.99000 I LENGTH a'°1, 9 ' `"'°�' BILL OF MATERIAL m10)p30� •m1 Ws0, ytf019,(0,04, y10028y B10ti28� 312E ;p1C016{ ii8ois �s,WS s107%0 Sro03e s10128 310W19� ,, f a,012s s19526 1 c/s:, C><" , , < { { , I -< { -1 Piece Minor Length Steel -1--~ -n�� =�t,� � 9z =7r ,! —p- —2—L-��-��P— Oty Mark Mark Description Ft.-In. Remafke Grade 4- / 'p16m9� 310026� 'P10028, 310028,• jt0020 j 1 ;p10026� 510028. 31m26� _p100t6, 10019� y100M! ail- 14428� D rl r 11 � '' HL112X2 L r s_ s 31D�24�310019� -p100.9; 31�ye� ;p1019_, 31pp� r p1MI19Ji 1 10702 OSSI.0 13'-03/16' Fb ;p10TM� 7899-"� 3 m10015 8551-112X1-112X114 31-23/16" ENO 1 n110016 H551-I/2X1.112X1N 3'-0 1/2" ARM tl'114'1a , 10814 1010, I m10021 PIPE1d1420940 13'-1 1/2' AUN i Ta 3'-v TAW 719E 3 1 m10023 PIPET-1)95CN40 0'-87/8" Ae9 17-1114E 4@ 1 m10026 PIPE1-11456440 0-75/6" Ace , 1P4 2.7% 314 338 214,314 2-714 34 334 24 314 2.61, 34 334 1 10029 PIPET-1145CHd0 0'-I 1U16" 8%314 86314 MA (" A 33. j 4 m10030 R83/8 0'-3 1/2" an +b 1 010001 PL112X2 3'-1 1/8" AA p^b° I p10002 PL1/2X2 0%51)2' AA 12 p10019 PL11482 U'-3" An 4 t 5 910020 Pl58XY8 2'-7916" 330 3p1b 4 p10022 PL8i8X6'8 3'-10743" 333 1 p10024 PUMP] 2'-7 1/2" ...4 •taW2 27 710026 PL58X513 2'-61/4" 333 L"h 9taD3t) 1 p10029 PL5/8X518 3'-93/4" Aa fd`6 s. Try 1 p10030 P1.08X518 3'-951e" Aa 0. 010031 PL8I8%98 0'-0 Pe" AM of / - 1 010032 PL54X99 0'-1341" AM r `i A.�° x 1 uz P10045 PL1BX112 0'-112" '� sd" / TOTAL WEIGHT: 286 =II .W iide <-''4."::6.411. ...."' Illiik i% 1m2G �,. ,,,>19-1" _ .: , /� 'F `'°. \III 111 / _ 12 / .. __ ���� / PAINT NOTE:�" , HR TO BE PAINTED AFTER GALV I,oe _, A For Approval Only 02/01/2019 JP " a 0 For Fabrication 04/24/2019 RS ❑ap o ° b REV. DESCRIPTION DATE BY DunweEo .e:a erpfr 14* 11111#111°°°'\.• :i Welding&Steel Inc. CERTIFIED 257Hwy95N.-GrangevlllaD 8353:0. ( rFABRICATOR PH1208)983-7.608 Fax 983.7621 'A. 3' 2 1 HOLES: AS NOTED BOLTS: AS NOTED 1.,,,,, WELDS: E70XX ift PRIMER:GLV PREP:SSPCSP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL NOTE: PROJECT#: TIG-814 HANDRAIL TO BE ALL WELDED CONSTRUCTION ADDRESS: 9000 SW DURHAM RD. REMOVE ALL BURRS, SHARP EDGES,AND LEAVE LOCATION: TIGARD,OR 97224 SMOOTH TO THE TOUCH DRAWN BY: AN CHECK BY: LM REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE- HANDRAIL- 10702 LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: 107-SE/SNI-5 19T-5 CHECKED BY'--33 tea- ..K. 02 L an I V 1 nELDSaffi 1 LENGTH BILL OF MATERIAL \ _ _ _ n) Piece Minor Length Steel m \�-'-1n'- s s —= ' —' - - _ ——it_'= ' - A Qty Mark Mark Description FL-In. Remarks Grade (mroox6 7 G.- -- (mlam 9 HANDRAIL 6 1 10703 PL112)( A..2 13'-05/8" i 1 m10014 HSSI.112X1d11X114 3'-111/16" xwa (91W16 4 zstifi 2 m10015 HSS1-1RX1-II2)(114 3'-23/16" me 1 m10016 H3S1-112X1-112X114 3'-0 1/2" r4w¢ 11.11 X9 1 m10022 PIPE1-I14SCH40 0%87/8" ..1," 21 6V! {{{ rim ,1414 6 J'-1W6 x42 1 m10024 PIPE6IHSCH40 13'0 15/16" 3 LILa1 3.1.46 J4'4 9-9W y14 y. 6 ,.E 14. 1 m10025 PIPE14/4SCH40 0'-4 9/16" Lm�¶ 0.aYey tY SRV1! 2$xly, r4W x'4 z1y a4�4 2L 1 m10026 PIPE1-1148CH40 0'-75/e' rae f 6031616 4044 203"4)6 4416 1 m10027 PIPET-114SCHW 1...,::,,,,,,,,:: ,519 nn1 Wf9 Mg 1 m10028 PIPET-11486H40 6s» OP...1.d 11_,Iiiitsik-F4,1al 5m10030 RfiYB0'-31/2" axa �2z p 1 Pl000a PL1nu a-s 114" .5 6 14a nW6aI i�F 1 P10004 PL110213116 0'-2' on 3k •0,IIn 12 p10016 PL114%2 0'd" N1 5 p10020PLY6X5'32'-75116" ra�_� 6 1 _ 4 p10021 PLS'9X56 3'-11 3/4" rx q?6 / rm v1F Q0 1 P10023 PL5RX9B 3'-B 1/16" wx1P1002a PLSR%5'92'-]1f2"/ .,4 . �\�F� �"! P8y9 ww -'� . mIWY( \ I�/i� E • l� 1 010025 PL51B%YB 3'A 116' .m6 mtSm el• IRS ••• GGG A F 27 p10028 PL6R%NA 2'-6114" gni 8 A. ` P1WI9 'm,wJo 1, 1 010027 R.VfiX51d 0'-3]lib" c1R0 / mHD . ? 3 n _ �I.A 1 p10028 FL6'BXL6 0'-2 iWi6" Ax 6'64 g e �. i /CURD l N C1R, L. ID, ®, 1 M0045 Killet la 0'-11/2" °44 / 1�. PiW19 'N` TOTAL WEIGHT: 280 .r / R _ 4 mro i 8 /e m DET.2 % AILTYP 09 4001111111 /�^.I iO OfW19 4�.I/ es 1 / g CRO 8 1 H Er 119✓ `'h6 336)ESttP q1Y G �� � �� B — DETAIL 1 fr 2� y e $ r- iP�pi. t, t1e' s ;�¢ 6S CiN'D / 6I m1fOM D/ S e2 Z —4 •IOW! I 6a�../®� n e. .a--110111 �PIWt6\ (OP 1 r Ra x m • g g .' —;_la- �/ DETAIL2 -.1-`— 8 L9 1T Y r _C AI� §� `6 A For Approval Only 02/01/2019 JP Zv C MP ,�'P I g �, 6 r 0 For Fabrication 04/24/2019 RS ii m1000 REV. DESCRIPTION DATE BY —74--- mir I N. '1 \DET.1 DU111 VCrr • em vrc. g ( Welding&Steel Inc. �I� �Q ABeTcIF AroD 257 Hwy 95 N.-Grangaville.ID 83530 , PH(208)983-7608 Fax(208)983-7621 10540113' A-A HOLES: AS NOTED BOLTS: AS NOTED WELDS: E70XX PRIMER:GLV PREP:SSPC-SP3 LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL NOTE: PROJECT#: TIG-814 HANDRAIL TO BE ALL WELDED CONSTRUCTION ADDRESS: 90 RSW D. RHAMRD LOCATION: TIGARD.OR 97224 REMOVE ALL BURRS, SHARP EDGES, AND LEAVE DRAWN BY: KB CHECK BY: LM REF DWG: SMOOTH TO THE TOUCH PAINT NOTE. JOB COLOR: ORANGE AND YELLOW STATUS: HANDRAIL TO BE PAINTED AFTER GALVANIZED. CUT BY. FOR FABRICATION ONE - HANDRAIL- 10703 LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION 'REF FAB BY: CHECKED BY: 10703 58-5e/SM - EL 2as s "�„“@.., ,,,, ..... o Iem4I ai;I i@lll BOLTS I LENGTH BILL OF MATERIAL Piece Minor Length Steel Qly Mark Mark Descdplion Ft.-In. Remarks Grade HANDRAIL 1 10704 PLUM 8'-1 3/8" nat m10a16{1 m1W16 - 4 1n10016 X$$1.112L1-112Y114 9'-0 1l2" woe (ION) R - m1W16 m1OU1� « - T!]l- -r LL I1 I I_� I II IL_c Li__ l- I. I— I II I I_Zb L LE_I I —If J1 : - I I I I_� IEll 12 910024 PLIwX2 D'/? 6 P10024 PL48X.516 2'-71/2" 6 010033 PLSOXSB 2-25/16" am 18 p10034 PL54IX5(8 2'-61/9•' ae TOTAL WEIGHT: 182 .I 363'-The 1 9'4 7e31St 3339 234 763% 391 29, p 71(911h6 L 334 r"›1,36✓ (310019 (y10019) (01WI9) ' P1 W19) jy / 1 w o7 IT m I (Pfaw3) I 1903 plo IIrII ii3-) f � /�,,V j 8 % 8 E£ % 8 � _ X B 6 A R a ( Po191 ' _I n1 kt o E I - x s $_ A fi ry;p C • I I m`o T7 ig M 1 Thp10019) i -, t. , .• \ 1 ?--s2 ". m g 91 90Yi (13130331 \ z LI \ p1C019) P1PoI9) (v1f019 y T (y10019) 13019) 6 M )16D(rep®EACH MP A For Approval Only 02/01/2019 JP 0 For Fabrication 04/24/2019 RS REV. DESCRIPTION DATE BY DVANCED et((g Welding&Steel Inc. (MI5 ))<ABRTIF ODR 257 Hwy 95 N.-G8angaville.ID 83530 _ 1 PH(208)983-7608 Fax(208)983-7621 'iENO HOLES: AS NOTED BOLTS: AS NOTED WELDS: E7OXX PAINT NOTE. PRIMER:GLV PREP:SSPC-SP3 HR TO BE PAINTED AFTER GALV LOCATION/EXPOSURE: PROJECT: TIGARD HIGH SCHOOL NOTE: PROJECT#: TIG-814 HANDRAIL TO BE ALL WELDED CONSTRUCTION ADDRESS: 9000 SW DURHAM RD. REMOVE ALL BURRS, SHARP EDGES,AND LEAVE LOCATION: TIGARD.OR 97224 SMOOTH TO THE TOUCH DRAWN BY: AN (CHECK BY: LM REF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: CUT BY: FOR FABRICATION ONE - HANDRAIL- 10704 LAYOUT BY: DRAWING NO, Gala LGcnnoN ELEVATION E-eEe FAB BY: ®,.,, .>., CHECKED BY: 1 0704 Sa-S9/SM-SL ELEVATION TOTAL UNIT FIELD BOLTS LENGTH OTY OTY BILL OF MATERIAL Piece Minor Length Steel City Mark Mark Description rt.-In. Remarks Grade PICKET 1 10705 PL5I8XII8 P-2 1/8" A 4 p10019 11.1I482 0'-3" aw 2 p10024 PL5I8X5I8 2'-7 1/2" me 1 p10035 PL5I87.5'8 0'-21/8" ax TOTAL WEIGHT; 9 p10019 I p10019 I CTR'D CTRD C10019 } CTR'D I CTR'D,1 61/8 PL518X4''8 x 21/8) p10019 12 21/ NO PAINT N OR GALV \-1' TYF�P TYP 12 CL 10705) \ N\~ `7' • Et, \ p10019 / -1—Z T 3116r. 116 ORNO GALPAINV , 3/16 D 3/16 3116 r -' } a CV N `— I- 0 0 ? .�p10024 ) PAINT NOTE: p10019 PICKET TO BE PAINTED AFTER GALV NO PAINT p10019 OR GALV NO PAINT ) OR GALV / A For Approval Only 02/01/2019 JP \a I �' 0 For Fabrication 04/24/2019 RS \ REV. DESCRIPTION DATE BY \ • CL Q 3/16 N 3/6 3/16 3/16 \I2ry�,g12 (p1N i.+Y/1 rasa,, u N Welding & Steel ' ��J�G <�llti�l ���FAB RICATOR 257 Hwy 95 N.-Grangeville,ID 83530 3530 PH(208)983.7608 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: AN (CHECK BY: LM IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: ONE - PICKET - 10705 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: S8-S9/SM-SL 397'-2" CHECKED BY: 10105 MODEL NAME. 3305_1Aasler PLOTTED: 10:085lam TOTAL UNIT FIELD BOLTS LENGTH QTY OT' BILL OF MATERIAL Piece Minor Length Steel Oty Mark Mark Description Ft.-In. Remarks Grade ANGLE 5 10801 L4X4X318 8'-8 718" Ma TOTAL WEIGHT: 425 31/16 I GALV 41hs /NO THIS SURFJr (E) 3 3 NO GALV NO GA V 31/16 41/16 MK (1D801 ) eo• L4X4A3 x 8'-87/8 A For Approval Only 02101/2019 JP 0 For Fabrication 0 4124/2 0 1 9 RS REV. DESCRIPTION DATE BY DVAN ,.,tJP54a, Welding &Steel Inc, [�` LC`AEPI�RrarTIpFTTIE( 257 Mv)'95 NGrangeville.ID 83530 [ 'T1/FORIClllf`.,. PH(208)983-7608 Fax(208)983-7621 Ram 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 GRID LOCATION ELEVATION E-REF DRAWN BY: AN (CHECK BY: LM (REF DWG: S8-S92/SM-SL 193'-9" JOB COLOR: ORANGE AND YELLOW STATUS: S8-S9.2/SM-SL 193'-9" 5 - ANGLES - 10801 CUT BY: FOR FABRICATION S8-S9.2/SM-SL 193.-9" LAYOUT BY: DRAWING NO. S8-S9.2/SM-SL 193'-9" FAB BY: S8-S92/SM-SL 193•-9•• CHECKED BY: 10801 MODEL NAME: 3305_Mask, PLOTTED: 10.08.52am TOTAL UNIT FIELD BOLTS LENGTH °N DTM BILL OF MATERIAL Piece Minor Length Steel Oty Mark Mark Description Ft.-In. Remarks Grade PLATE 1 10802 PL114X4118 0'-7" 055 TOTAL WEIGHT: 2 Rt 10802 • 1, 7 A For Approval Only 02/01/2019 JP 0 For Fabrication 04/24/2019 RS REV. DESCRIPTION DATE BY DVANIC � � Melding &Steel Inc- g1 JV FERT1FTEd� d FABPICf1TOR 257 Hwy 95 N.-Grergeville,ID 83530 PH(208)9834608 Fax L208)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: AN ICHECK BY: LM IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: ONE - PLATE - 10802 CUT BY: FOR FABRICATION LAYOUT BY: DRAWING NO. GRID LOCATION ELEVATION E-REF FAB BY: S8-89/SM-SL10802 CHECKED BY: MODEL NPME: 3305 Master PLOTTED: 10:08:52am TOTAL UNIT FIELD BOLTS LENGTH OTY aTY BILL OF MATERIAL Piece Minor Length Steel Qty Mark Mark Description Ft-In. Remarks Grade PLATE MK 2 10803 PL116X949116 8'-6 15/16" TOTAL WEIGHT: 690 8'-61'16 ( 10803 ) MK CD aC 0 7` A For Approval Only 02/01/2019 JP 0 For Fabrication 04/24/2019 RS REV. DESCRIPTION DATE BY DVANCE e19y, Welding &Steel Inc, {� � CERYIFIEO a 1ABRICATOR 257 Hwy 95 N.-Grangeville,ID 83530 15a • PH(208)983.7608 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: AN 'CHECK BY: LM IREF DWG: JOB COLOR: ORANGE AND YELLOW STATUS: 2 - PLATES - 10803 CUT BY: FOR FABRICATION GRID LOCATION ELEVATION E-REF LAYOUT BY: DRAWING NO. S8-S9.2/SM-SL 193'-9"1/8 FAB BY: S8-S9.2/SM-SL 193'-9"1/8 10803 CHECKED BY: MODEL NAME; 3305_Meeter PLOTTED: 10'09'53em