Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans (2)
BU P2018-00167 6 u p a.0 I g - c:) , 1 G-7 ( 24 ) , 31 ® © �, c�h" C� CCS ' 2a78 2'-4718 3'-9314 14'-4314 3'-4 9518 I �/ / i 1 each DET.I 1 3602A 1114 111-11 1'_6112 3608A 3608A end 3J16 z„ PL3/8X5 PL3/8X5 I ET. HSS 2X4X-250 _ - i 3604A \ DET. 1 j ,^ _ � - ( +1G'-4"112-Slab ) -_ _ — -- — ----- — — — — — HSS8X8x.�375 3603A F j u , 1 , , u HsssxB 375 ... 3600A - ��D �,B /16� / P+ I +1 , IEji-E 'Fri el - ' MC - -2Piail IN - HSS12X4X.250 T..-f-+ rn 1 I / II – 11 1 ( +6-SSL-FFE-191 .0 --gig I - --- ------ 11 _ ! \ 3608A A ! Provide 13x3x.25 brace at each I 1 PL3/8X5 r ( +O-SSL-FFE-190.5 )---.----/---------------- ------------- ---------— _ - post. Cope vertical leg each !t RECEIVED E3022 i � � E30222 No. 3/4 "� x 1'-a L end and weld to floor joist. I' 3608A 2 Na. 314 "0 x 1-0 Lg. / HILTI HAS-B-105 g j MAY 2 0 2019 PL3/8X5 HILTI HAS-B-105 with HILTI HY-200 adhesive. '�+'' CITY OF TIGARD I with HILTI HY-200 adhesive. 131 A minimum of 9" EMBED 1314 I rnt 1 848/ 3-4 1 -0 3-4 _- A minimum of 9" EMBED ,-, 4 ,� . . ) , I, CITY DIVISION � I �I j F - F I Q�, F L o i j \ 3605A j 6 fl PL1/4X3 7/8 , II EL+8'-114 E3022 I i � 6 1'-9112 L E3022 - TOP OF HSS I71-- iI I ! II IE i I � II 4 - .I 51/2 ) 51 I I, 1 p I N. I I ��+ 3601A ! A - !` L`� I HSS12X4X.250 I 1-t- - - _ II © . --1P- E3022 rE3022 RNT E3022 t i STAIR LEVEL 1 1! ADD L3X3X. 25 BRACE AT EACH POST 2 DETAIL 1 i1 4N I,11 f1 ( 24 ) ® E3Q� i 2 2 No. 5/8 "0 x 6 Lg. II -----i� HILTI HAS-V-36 0 adhesive. I IF f ------------------------ --- ----- 20'-73/8 I 4 -0 D Alminim mYof041/2 EMBED { +6-SSL-FFE-191 .0 }----- _3604A 3 :413A I HSS8X8X.375 I i H ..8X8X.375 , �,i - --r �=� - , - - - , — -1=1j_ — — _ —_- -- — I�1 ��17 _ _ � - - _ --- - - 5112 5112 I �' I t l W14X22 _ _ _ - -Tr- -r— -W18X35 - 1 i L AT r 1 - 11 1 1 1 I , 4 LOCATE G i I I 11 11 3609A LOW FLUTE E - E 11 ii PL114X2 314 II II III I I `� i I I. II ; I I 1 7 i I LANDING DECK _ 3605A II I I I - 3609A 11X 1 PANEL @ 3'-9Ico i I 2 PANELS @ 4'-4 I P�I 14X1 718 1I I I 1 PL114X2 314 IWc II I 1 1 ., 3606A I 1M� I DECK , 1 I o 1I I Ii1; L3X3X3181 I i- _ti i I SPAN r I 61 . _40_ - 0 _0_ _ LIo J • 1 Ll j I 1I�I � I � 3609A I 1111 1 1 1 FL114X2 3/4 .I I co 1 111 1 1 1 I m a I 1 1 1 III 1 1 1 3609A _,,1\\ , `y' I III I I I \ I PL1/4X2 3/4 I\ - �" I — — cc'. \ I I I I Flt- I � I 1111 II , -II I rI • I 1.1___,,___,,, Y►r�8X3:7 L1 y_ _ _ 0 0 r/- 0 - - f�— m I I 1 _ I I Ir III\ 3606A ._.` I - i - I+ 3610A __i A •-•"t\ 3601 A +\� L3X3X3/8 PL318X3 I F HSS12X4X.250 I i iI I I I I I ' 3610A 1 1 4 , 3610A I I 1 V 3610A ktoI 1 1 PL1/4X2 314 y I � PL3/8X3 I� , PL3/8X3 PL3/8X3 I I � I y1Q� I I 1 HI 2'-47/8 3'-9314 11114 111-11 1'-61112 1 ti 10X d H - F-I / ii 'I I III y 'MJ 9 I1 I 1 4 TYPICAL TOP OF POST CONNECTION 2111 I L DETAIL 2 XIII y LOCATE AT VIII 1 ' I ti 1 LOW FLUTE 11 Y I 3609A 314 . 4 1I 1111x- ° I I 1 ----W18X35 11 1 1 too E3022 STAIR f- LEVEL 2 2 REVISION City of Tigard ERECTION NOTES App oved Plans 1 . SITE WELDED MOMENT CONNECTIONS ARE MARKED: AL BY - Date o ,-� 2. MEMBER TO BE ERECTED WITH ASSEMBLY MARK AT TOP FACE & END SHOWN 3. COLUMNS HAVE DIRECTIONAL & PIECEMARK INDICATED ON FLANGE 4. MEMBERS ERECTED TO PAINT STRIPE OF CONNECTION PLATE 5. BEAMS ERECTED TO COLUMN FLANGES FIRST WITH BOLT HEADS INSTALLED TO INSIDE OF FACE OF COLUMN FLANGE. REF DRGS: 6. ALL TC BOLTS ARE TO BE FULLY TENSIONED WITH THEIR SPLINES SNAPPED OFF, REV. RELEASE/REVISIONS BY DATE PH:503-630-7990 JOB NAME: Jaguar Land Rover ALL "N" BOLTS ARE TO BE HAND TORQUED. CUSTOM x503-2307888Pa - )l Fab 18625 5E BAKERS FERRY RD LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 DECK NOTE 7. WHERE POST FIX ANCHORS (HILTI'S ETC) ARE USED, COORDINATE LOCATION A I BORING, OR 97009 CONTRACTOR: Perlo Construction WITH EXISTING CONCRETE REINFORCEMENT TO ENSURE REINFORCEMENT IS NOT NOTE: LANDING DECK FASTENED TO SUPPORTS VERIFICATION OF DIMENSIONS, A WITH HILTI X-HSN 24 AT EACH LOW DAMAGED DURING INSTALLATION. AS NOTED DETAILS AND ETC...WHERE DRAWN BY: SC CHK'D BY: MC FINISH: HOLES: REQUESTED, WHERE INDICATED. FLUTE AND 12" O.C. AT PARALLEL FLUTES IF EACH VERIFICATION IS NOT A DATE: 01/29/2019 DATE: 03/13/2019 MATERIAL: WELDS: ALL DIMENSIONS (INCLUDING LEVELS) SHOWN ON THIS DRAWING HAVE BEEN PRODUCED NOTED OTHERWISE BIT WILL THEN FIELDS CUT AS REQUIRED AROUND STEEL AND PROVIDED FOR THE ERECTION OF STEEL AS IDENTIFIED AND DETAILED BY BDS VIRCON ONLY. AND ACCEPTED BYOTHE APPRQ ER. DESCRIPTION: JOB NUMBER SHEET THESE DIMENSIONS SHOULD NOT BE USED TO LOCATE CONCRETE OR ANY OTHER TRADE WORKS. ! D ISSUED FOR DESIGNAPPROAL :CC 03/13/2018STAIR 1 PLANS 1111 E3021A\ j ISSUED FOR DESIGN REVIEW 12/31/2018 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:12:41am 03/13/2019 BY:BDS VIRCON ( 24 ) ® ( 24 ) 20'-7318 20'-7318 ' 7'-17ig 11'-11 V-61/2 ! DET. 4 3606A / 2'-4718 3'-9314 14'-4314 / /" / I / L3X3X3/8 1�a - - ":" - I ( +16'_4"112-Slab }- - _N . ( +16•-4,•112-S1ab � - - - - I 1 A i - - - - - -------- - - - --- - - - - - - - - - - - - - - - - Ilii; i - - - I1 �11t �I ISI �' 3606A + k r 1,+1 _ + L3X3X3/8 11 Ido 1F 1111 1+I I I \3/411DIA x31f2" HEADED . 14 r I L WELDED STUD AT EACH II I 11 3610A I 1I -1l+ = I c1' LOW FLUTE - ��ii 3610A 1I II "77 363 8X3 .. I PL3/8X3 ;' PL318X3 +1 u ! II ! ? H601 A 4x.250 `` I ; II 3610A II II I 11 � ! ! ` 3 SIDES 1I j iI i PL3/8X3 II 11 j 11 I T1s �1 I 11 I II 11 I II ! ! _ --3609A ' I DET. 3 1/4„ , / _ PL114X2 3/4 II I I I ii— r�r — I 11 /4 1Iii' i '1i " �r DETAIL4 11 , 11 II , EI 11 1 f II 1 I 1 I TYP\,� 1 +81-" DET. 2 �/ ,8 VV �, l ii EL+B'-7114 \ I1 ! II ! EL+8-7 14 i1 111 j I Ii I II i 11 EL+B'-5114 11 III I i 1 1 } , _ HSS/ A 4x.250 i II II ! I I ! CT) ✓ I / I , 4-/ II I II IiI III I I II in ■11 I li 11 T , EL+B' 11/4-1- L ^ H600A 4X.250 I 1111 I —\ I i 3604A l 11 j II X - \i 11 I II HSS12?(4X.375 L - 1 Raise mid span tube 11 I II I j\ II I II Raise mid span tube 3603A �' L - I steel by 5/8" to have 1 u I I \ II I II steel by 518 to have HSS6X6X.375 L - gypsum board flush 1 ii 11 ! 11 ! ! -3602A II 11 gypsum board flush _� to bottom of tube 1I I II I I HSS12X4X.250 I I to bottom of tube 2'-47/8 3-9314 L I I 1I I II r r / / / \ I- — _1 steel stringer 11 I II I I II I II steel stringer c I II h N- 11 II r• A" 11 L _ 4 �I I II co ! c N-h. ! � 3608A Ii 11 70 // 11 u X I x I PL3/8X5 , 11 I I L - 1 II I QX I ti '` , 3608A I ! II 'l•x) ! moo ! 12 I ! I L - PL318X5 0L II I I II I I1 M= ! M= I 3600A - ! i L - 4 11 I 11 I I HSS12X4X.250 ! �' . ( +6-SSL-FFE-191 .0 -_- ---- F - ' ------ - ' ---- - --- -_- - --__- - --- --- - - � � �,�- -7- ,1 - - ( +6-SSL-FFE-191 .0 )--- ' - --- - --- - - - - - - - - --- - - - - - - - - --- - - -- - - --! - - - - - - - - - - - - - 1 - I ! 6 3 ' 6 �3 I I / / 1 11114 11'-11 1'-6112 2'-4718ji, 3'-93/4 �r 11141 11'-11 / 1'-6112 I / f I I � I I I I A - A B - B E3021 E3021 (24 ) Ca al z �r 3607A LOCATE ANGLE J J L3X3X1/4 ``, 7'-86116 7'-816 / ♦ 3607A AT LOW 7'-17/8 / 11'-11 1'-61/2 I DET. 5/ _ 3606A / / _ ( 3606A ) /FLUTE 3606A 3606A � X16 V L3X3x 14 L3X3X3/8 f �� — — — —3607A _ \_L3X3X318- _47_,,L,, L3X3X3183607A - — - - �' `` ( +16'-4"1 /2-Slab )---------,--------------- -----------------------------------------------_ _ ( +16 -4 112-Slab )-----h' L3X3X114 .T L3X3X1/4 3SIDES 1-6 -- 3sIDEs r ` 'i : • c:. ,� X16 3/16 , ANGLE 3606A - '• I I 3/� \SUPPLIED LONG. LOCATE ANGLE 3607A LOCATE ANGLE 3607A �s V 3601A I 3609A FIELD CUT TO SUIT f- - J 314" DIA x 31/2" HEADED I AT LOW FLUTE AT LOW FLUTE 3609A POSITION OF 3607A HSS12X4X.250 - WELDED STUD AT EACH PL114X2 314 PL1/4X2 3/4 ' I LOW FLUTE 3609A 3609A 3609A 3609A _./ �� _ I PL114X2 314 PL114X2 314 PL1/4X2 314 PL114X2 314 TYPICAL FIELD WELDS J - J - J i DET. 1 DETAIL 1 .4- c - i 42 jIAf— — .j . „ J D - D c_ _ J /� I E3021 iGRIND SMOOTH L _ h 3 SIDES J ,/ 4i6�ABOVE SLAB 12 Ir 3605A 18 H \ t 4 / 3/16 IK - PL1/4X3 718 .�; EL+8'-7114 _ _1 _ J 1171° 4 \ G- '' t _ J n 1I GROUND I 11 II .�L J I I (3/16) SMOOTH - II 4 II 3116 1 3116 VL3x3X1/4 - %I 3161/3 SIDES' rERECTION AID II` I MI6 I411._i-1 1 [ I II I i s 1 I I G L__, I II 1 - I1 — v � �I �' : - - II/ - GROUND - II I d ' 4 SMOOTH r /GROUND 3/1 6 V 3116 V C - C 11 I {3/16) I� - SMOOTH E3021 1I II III II — (3'i6)IL jI - - - ;\ - — - i DETAILS DETAILS K K GROUND SMOOTH DOWN STRINGER H ABOVE SLAB II UP STRINGER H II X16 II II GROUND II 11 (3/16)NASMOOTH ALL EXPOSED WELDS TO I I / 1 1. LI BE GROUND FLUSH, TYP. ' 14 rDETAIL 2 - - - I = \ 606A - - - - �' ERECTION NOTES v� \)13I : L3X3X318 - - -�- - span tube � _ _ 1 . SITE WELDED MOMENT CONNECTIONS ARE MARKED: A ! Raiseeel by mid5spa8" tube ' ' ERECTION AID7 2. MEMBER TO BE ERECTED WITH ASSEMBLY MARK AT TOP FACE & END SHOWN 1 gypsum board flush CONNECTION to bottom of tube 3. COLUMNS HAVE DIRECTIONAL & PIECEMARK INDICATED ON FLANGE 1� REMOVE TO 3'161 steel stringer ' `\�1 COMPLETE — 4. MEMBERS ERECTED TO PAINT STRIPE OF CONNECTION PLATE 3/16 3 SIQES FIELD WELDING 5. BEAMS ERECTED TO COLUMN FLANGES FIRST WITH BOLT HEADS L - L REF DRGS: '`,_3609A INSTALLED TO INSIDE OF FACE OF COLUMN FLANGE. PL1/4X2 314 6. ALL TC BOLTS ARE TO BE FULLY TENSIONED WITH THEIR SPLINES SNAPPED OFF, REV. { RELEASE/REVISIONS BY DATE PH:503-630-7990 Fax:503-630-7888 JOB NAME: • Jaguar Land Rover \ ; CUSTOM PBr: 503-237-2600 DETAIL 5 ALL "N" BOLTS ARE TO BE HAND TORQUED. A LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 7. WHERE POST FIX ANCHORS (HILTI'S ETC) ARE USED, COORDINATE LOCATION Fab 18625 SE BAKERS FERRY RD WITH EXISTING CONCRETE REINFORCEMENT TO ENSURE REINFORCEMENT IS NOT NOTE: A BORING, OR 97009 CONTRACTOR: Perlo Construction VERIFICATION OF DIMENSIONS, A I DAMAGED DURING INSTALLATION. DETAILS AND ETC...WHERE A I I DRAWN BY: SC CHK'D BY: MC FINISH: HOLES: AS NOTED REQUESTED,WHERE INDICATED. I IF EACH VERIFICATION IS NOT n L DATE: 01/29/2019 DATE: 03/13/2019 111 MATERIAL: WELDS: ALL DIMENSIONS (INCLUDING LEVELS) SHOWN ON THIS DRAWING HAVE BEEN PRODUCED NOTED OTHERWISE IT WILL THEN --. __.. _-- ----- - ._- BE CONCLUDED TO BE CORRECT, 0 I DESCRIPTION: JOB NUMBER SHEET AND PROVIDED FOR THE ERECTION OF STEEL AS IDENTIFIED AND DETAILED BY BDS VIRCON ONLY. AND ACCEPTED BY THE APPROVE R. QI ISSUED FOR APPROVAL SC 03/1 3/201 8 THESE DIMENSIONS SHOULD NOT BE USED TO LOCATE CONCRETE OR ANY OTHER TRADE WORKS. A ISSUED FOR DESIGN REVIEW SC 12/31/2018 STAIR 1 SECTIONS 1111 E3022 /B\ MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:12:44am 03/13/2019 BY:BDS VFRGON ( 24 ) ® ( p ) ji 20'-7318 I , C PE3025 12A 1 E3025 J, 9518 3'-4 I, C ! HSS12X4X.25Q ! C ! 1 DET. 2 ! I 3608A 3608A I I --+ I,--- I I / PL3/8X5 PL3/8X5 I I I I I_ - y - , i I j I I i j I 1T—7- - -- —7 -r- I 17 ' � I � E3025 I I I E3025 I =W - - - --�arm I li I I I 1 i' I — — — � — �I I I - - II ��11 jI 1 o� ( +6-SSL-FFE-191 .0 - -=_' II I I rii 11 r - ' I' ,4.._, , I , I I 4360`8A 0-SSL-FFE-190.5 --r--------\2No. 3/4uøxi1oLg. \ 2No. 3/4hØx1I0Lg. 34 � -0 3-41 /PL318X5 I I I • HILTI HAS-B-105 HILT! HAS-B-105 E3025 I DET. 1 I I zr E3025 ! with HILTI HY-200 adhesive. with HILTI HY-200 adhesive. !I / DET. 1 I I 3608A `'' ,13/4 A minimum of 9" EMBED 1314, ,, A minimum of 9" EMBED EL+8'-1114 _ !I '°' ! P 318X5 '°' TOP OF HSS 6 �'''— II ! I � - 1ill _ 4.1.4„. l _ I , it „co ii li P ,, , I 1liEN '.7---7:_7-7-7------------------------- il I_ -3 - II 3615A t 3613A � P ` Hs S8 8X.375 HSS12X4X.250 °' Raise mid span tube - ,I HSS8X8X.375 HSS12X4X.250 Fp I` steel by 5/8" to have I 11114, , 11'-11 1'-6112 gypsum board flush • II to bottom of tube I. 2'-4718 3'-9314 / 14'-4314 / / 51/2 51/2 / steel stringer it STAI RI- LEVEL 1I! 1 � . i! - ! [2 45 0?-0____ _ _,_TlI� — D ( +6-SSL-FFE-191 .0 ) \,\\\\\\\\\\\\\\\\\ ( 2;4 ) tG 1, t 20'-7318 4'-Q DETAIL 1 I E - E, I 1 1 1 1 W18X35 ii I I I I I 3609A _ ' I I LOCATE ANGLE I I I 1 1 PL114X2 314 I IAT LOW FLUTE � ! I II I I i I I I I I III I 1 i I III I I I ,\ 2No. 5/8 "O x6Lg. --/-/ H In ir: HILTI HAS-V-36 2'-4718 3'-9314 j 14'-4314 II � Co with HIT-HY 200 adhesive. 3610A 51/2 51/2 A minimum of 4112 EMBEDI PL3/8X3 1114 11'-11 V-6112 I / / 1 / QX I ,' 1)19t11(2692 3/4 "' G - > 3610A PL3/8X3 3 3616AceI / rim I, 11/ / ,_L3X3X318 IM� `. I II. II - o - -o 0 0 _ c0� - i y -II -+-- I 'I I I ' =1 j V I I, F ______ I 11 = II I N I 3610A , 1 11 I I _Al ��� i t 1 44-I PL3/8X3 I 3610A I I I 1 ' 3609A I I r ,7 I PL3/8X3 I II III PL114X2 314 I� I I o0 N TYPICAL TOP OF POST CONNECTION H - H I P L 114X3 7/8-\.,3605A j I 'I i l 3609A 3/4 _. ' CO I I 1 . I I ''I Iis ' G 0 0 i--- I I DEK 1 PANELANDINL@ 3'-9 I ' I I II 11 I`\ 3616A I 1 I Lo DETAIL 2 2 PANELS @ 4'43/4 Il I I t3X3X3/8 I I I LOCATE ANGLE , -- \ I III ` 1 j/-AT LOW FLUTE CO DE in 1 I 3609A 3/4 I I _N ti i SPAN 0XI 0 I I I I a— r r , r I I I IBX , I I III I 1IrX II III I II�� I I I 3609A I I (� I I ��, 1-r- � � _ _ _ _ - - - - - - - - Ii 1jI I PL114X2 314 1 cfo ( p )______,=:k.___ — ii_ -;6.0.,1- _____It1it. ____ I W14X22 W18X35 I IE I i 3'-93/4 ✓ 1114 j 1 fo I E3025 STAI ` LEVEL 2 1 ADD BRACE PER E3021 RNT ERECTION NOTES DECK NOTE 1 . SITE WELDED MOMENT CONNECTIONS ARE MARKED: A LANDING DECK FASTENED TO SUPPORTS 2. MEMBER TO BE ERECTED WITH ASSEMBLY MARK AT TOP FACE & END SHOWN T WITH HILTI X-HSN 24 AT EACH LOW 3. COLUMNS HAVE DIRECTIONAL & PIECEMARK INDICATED ON FLANGE FLUTE AND 12" O.C. AT PARALLEL FLUTES 4. MEMBERS ERECTED TO PAINT STRIPE OF CONNECTION PLATE FIELDS CUT AS REQUIRED AROUND STEEL 5. BEAMS ERECTED TO COLUMN FLANGES FIRST WITH BOLT HEADS INSTALLED TO INSIDE OF FACE OF COLUMN FLANGE. REF DRGS: 6. ALL TC BOLTS ARE TO BE FULLY TENSIONED WITH THEIR SPLINES SNAPPED OFF, REV. RELEASE/REVISIONS BY DATE CUSTOM -7888 r PH:503-630-7990 ' JOB NAME: Jaguar Land Rover Pg : 503-237-26000 ALL "N" BOLTS ARE TO BE HAND TORQUED. h.4,_ Fab 18625 SE BAKERS FERRY RD LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 7. WHERE POST FIX ANCHORS (HILTI'S ETC) ARE USED, COORDINATE LOCATION BORING, OR 97009 CONTRACTOR: Perlo Construction WITH EXISTING CONCRETE REINFORCEMENT TO ENSURE REINFORCEMENT IS NOT NOTE: --- VERIFICATION OF DIMENSIONS, DAMAGED DURING INSTALLATION. DETAILS AND ETC.. WHERE A I f DRAWNBY: SC CHK'DBY: MC FINISH: HOLES: AS NOTED REQUESTED, WHERE INDICATED, I IF EACH VERIFICATION IS NOT I QDATE: 01/29/2019 DATE, 0 311 312 0 1 9 MATERIAL: WELDS: ALL DIMENSIONS (INCLUDING LEVELS) SHOWN ON THIS DRAWING HAVE BEEN PRODUCED NOTED OTHERWiSEITWILL THEN 1 A I AND PROVIDED FOR THE ERECTION OF STEEL AS IDENTIFIED AND DETAILED BY BDS VIRCON ONLY. ANDAOCCEPTbDBYOHEAPPROVER DESCRIPTION JOB NUMBER SHEET ISSUED FOR APPROVAL SC 03/13/2018 B THESE DIMENSIONS SHOULD NOT BE USED TO LOCATE CONCRETE OR ANY OTHER TRADE WORKS. A ISSUED FOR DESIGN REVIEW SC 12/31/2018 STAIR 2 PLANS 1111 E3024 A\ MODEL NAME: 18-0295-001-Jaguar LR PLOTTED: 08:12:47am 03/13/2019 BY:BDS VIRCON Ea ( 24 ) ® ( 24 ) 1 20'-73/8 L 20'-7318 I, I , I 14'-4314 , 3'-9314 2'-4718 I, 3616A j, 1'-6112 , 11'-11 7'-17/8 I - 1 L3X3X318 I , ( +16'-4"1/2-Slab ) ;, , ------------------------------------------------------- - - - - -� �� 3612A ( +16'-4"112-Slab / HSS12X4X.250 +d I1 II j I 1+111 1111 I f !till'IIII I+III 1R3 r I JIII314" DIA x 3112" HEADED 1 ! 1`t II ` � = � _ a = = � a = - - _ _ - JAIL u , II WELDED STUD AT EACH I I _ it �, OI LOW FLUTE � �II IIGr III 3610A� 3610A ._ 3610A I I• II I III PL3/$X3 PL3/8X3 PL3183 DET, 4 / 11 II II ' I 3610A II I II ! 3616A 1 I - - II ! III I 11 I PL3/8X3 �, II � II I � L3X3X318 311s� II II I II u , 1I j I 11114 j ti /I irr 1I II II It i 11 --- -�I 3612A t j 3 SIDES/ 6 II ! HSSX4X.250 j DET. 3 C II I Ii ! I 3609A II 1 11 II ' 1# / 1 1 „ „ TYP I PL114X2 314 I1 j I1 HSS32X4X.250 EL+8'-711 ! II IILi EL+B.-5114 EL+$'-7114 ! DETAIL 4 I1 I I1 \ � � I 1I 111 I AM� I II j H 11 1 ; II I II II 'I 1; ' ' ' I 11 � 11 ! C 40 EL+8'-1114 I ,I l „ u II I - ] 3615A I1 j II I ° ' - i 3614A - - HSS12X4X.375 I] t 11 _'_ I II ° I HSS6X6X.375 - -- . .! Raise mid span tube I1 , 11 T II II - 3,-9� 2171 steel by 5/8" to have II 11 , I I 3611 A _ �. _ � ,, 4 , $ � gypsum board flush I! ! 11 I 11 HSS12X4X.250 ., I DET. 2 II Raise mid span tube C- - -I Tr to bottom of tube Y_ I ' II Ii I II 11 1 steel by 5/8" to have i ! T steel stringer r il 1 II II II gypsum board flush F.. II 1 II L7 II 11 to bottom of tube L - II � I ; r j II 11I steel stringer j c_ - _I II ' II \,_.3611Ai1 II II ! it HSS12X4X.250 QX QX 11 ! 1I j `_ - 197REF I II I II X00 L143C0 II I II ' f— — J I I ' 11 t'-CJ) t—u) II ' 11 I — } I I DCI) COW II I II I 11 II MI M= II II r•��—.1 II I II I •I I II II ( +6-SSL-FFE-191 .4 )------------- I ( +6-SSL-FFE-191 .0 )--------- I ,I 77 III 'i--- 1 'I n II 3608A 11'-61/2 , 1 11-1 1 111/4 3'-93/42'-4718 ' II' '( J( I, 1'-61/2 , 11'-11 111/4 I ' B - B I A - A E3024 E3024 J J ( P ) ® ( 24 ) 7'-88116 / 7'-85/16 j, � �.�.�`r.`J- 3617A 20'-7318 !, 1 1 I —i II I L3X3X114A LOCATE ANGLE 6 93x16 113116 2 83116 4 1112 WO$OA C=1X35 1/8 3616A - r 1'-6112 11'-11 7'-1718 1 3616A _3616A 3116 ( �! Ii �\ 3/16V F61 EAT LOW L3X3X3/8 ` ` L3X3X3/8 L3X3X3/8 ,.* \ \ �617A 3617A 1 „ ! ! -= ( +16-4"1/2-Slab ) lu_ L3X3X114 --- 31��j], N �6 13 SIDES - N__ ( +16 -4 112-Slab ?iI T; -� - - - - --- - - - - - --- - - - - - - --- = - - - --- - - - - I � -. X3X114 ��` 3SIDE5�3hsV ;l �hs�\ ANGLE 3618A ' -- --� II LOCATE ANGLE I LOCATE ANGLE I � ;�� SUPPLIED LONG. AT LOW FLUTE /I AT LOW FLUTE ''l 3609A - - _3609A 3/4" DIA x 31/2" HEADED ''I L - I c + PL1/4X2 314 PL1/4X2 314 3/Is FIELD CUT TO SUIT WELDED STUD AT EACH L - / HSS22X4X 250 3609A 3609A 3609A 3609A POSITION OF 3617A LOW FLUTE PL114X2 314 PL1/4X2 3/4 PL1/4X2 3/4 PL1/4X2 3/4 I TYPICAL FIELD WELDS - � L - � DET. 1 I , DETAIL 1 J J 3609A l \ DET. 5 I 143/4 IL _ 4 1 L _ 4 rn D - D II L _ 4 E3024 rt— L - 4 11114 3'-93/4 2'-47/8 I L _ 4 / / ' L - 4 4L I 3605A - � EL+B'-711 ' PL114X3 7/8 L _ 4NI 4 1/ II <3 SIDES -, GROUND 4 K 4 I I — F I SMOOTH7 — — - - - I G — (3116) 'I Ii 1 �� 1 3risl/� II 1 3r1sV — 31i6IL r r �I {118) 3 SIDES — — — - IT — T T �1 ' 1I 1— 3118 a122 — j I#� / II \ 3116 V 1 3116 I 3116► L r G I ' : .— 11 -4. ' — —. —— -- — — . . 4 �I�L3X3X1/a I44-- I� L GRIND SMOOTH 1 , 1 _..,, II ERECTION AID I J 1 , .ABOVE SLAB I1 1 h II II II — — .-1 — II — II 1 = ._ �II 1� IL-4''' r-4-17-116 lt ®— it 4-\ l i �-' II . GROUND � a . 1 I1 AGROUND SMOOTH I n GROUND SMOOTH/ �3/16),� I H ABOVE SLAB/-3/71171/ I II X16 3h6 E30GROUND II II II I SMOOTH/ (3416) K snnooTH, 3673A 1 DETAIL K - K {3116) I HSS12X4X.250 DETAIL 3 2 3612A 14N HSS12X4X.250 �G - 1 1 c., 1 r. ERECTION NOTES Raise mid span tube I It /� `�' 3116V steel by 518" to have ' ♦1 ._- 1 . SITE WELDED MOMENT CONNECTIONS ARE MARKED: gypsum board flush 3616A _ / 0 ` + ERECTION AID 2. MEMBER TO BE ERECTED WITH ASSEMBLY MARK AT TOP FACE & END SHOWN * to bottom of tube L3X3X3/8 CONNECTION 3. COLUMNS HAVE DIRECTIONAL & PIECEMARK INDICATED ON FLANGE steel stringer 3116 V REMOVE TO COMPLETE 4. MEMBERS ERECTED TO PAINT STRIPE OF CONNECTION PLATE 3 SIDES 3/1-6-1>I-- „6 \r.3/161 FIELD WELDING 5. BEAMS ERECTED TO COLUMN FLANGES FIRST WITH BOLT HEADS 3609A INSTALLED TO INSIDE OF FACE OF COLUMN FLANGE. REF DRGS: PL114X2 3/4 - 6. ALL TC BOLTS ARE TO BE FULLY TENSIONED WITH THEIR SPLINES SNAPPED OFF, REV. RELEASElREVISIONS BY DATE PH:503-630-7990:503630-7998 JOB NAME: Jaguar Land Rover DETAIL 5 ALL "N" BOLTS ARE TO BE HAND TORQUED. A CUSTOM Fax 503-237-2900 LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 7. WHERE POST FIX ANCHORS (HILTI'S ETC) ARE USED, COORDINATE LOCATION - LL ... Fab 18625 SE BAKERS FERRY RD p � BORING, OR 97009 CONTRACTOR: Perlo Construction WITH EXISTING CONCRETE REINFORCEMENT TO ENSURE REINFORCEMENT IS NOT NOTE: VERIFICATION OF DIMENSIONS, A h DAMAGED DURING INSTALLATION. I DETAILS AND ETC...WHERE 0 DRAWN BY: SC CHK'D BY: MC I FINISH: HOLES: AS NOTED 1 REQUESTED,WHERE INDICATED. IF EACH VERIFICATION IS NOT A DATE: 01/29/2019 DATE: 03/13/2019 MATERIAL: WELDS: ALL DIMENSIONS (INCLUDING LEVELS) SHOWN ON THIS DRAWING HAVE BEEN PRODUCED NET DOTHER TTOBECORRECT,E D Y B VIRCON DESCRIPTION: JOB NUMBER SHEET AND PROVIDED FOR THE ERECTION OF STEEL AS IDENTIFIED AND DETAILS B DS ON ONLY. ABE CONCLUDED R I Q ISSUED FOR APPROVAL SC 03/13/2018 THESE DIMENSIONS SHOULD NOT BE USED TO LOCATE CONCRETE OR ANY OTHER TRADE WORKS. p ISSUED FOR DESIGN REVIEW SC 12/31/2018 STAIR 2 SECTIONS 1111 E3025 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:12:50am 03/13/2019 BY:EDS VIRCON GRID LOCATION I M/25-24 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH DESCRIPTION REMARKS GRADE FIN 13'-Q3/4D , MARK MARK PIECES FEET ( INCHES G' / 3600A 1 STAIR STRINGER 1 SIC 114 11'-1111/16 1'-Q9116 1/4 _. 3600A 1 HSS12X4X.250 14'-5118" A500-GR.B 8318 - / -- - - s'" o-- F- (2)-13/16"0 EPDXY_ANC9" 1�--�C) ( D413 ) _ 5425 \ 41/4 6 NO PAINT WITHIN 3" 3 SIDES 6 { X15 ) a122 1 L3X3X3/16 3'-4" A36 G G ( D413 ) OF HOLES ( m182 ) ( m185 ) ( p415 ) / iia II 1" NO , / -, ,� - - G \ PAINT NcO) m182 1 HSS12X4X.250 14'-5118" A500-GR.B 425 / - - - - - � - \ 1 1 1~ ' _ 1L __ _ _ it 11 c i� L I 1 1/ .' - 77 m183 1 HSS12X4X.250 1'-0 13116" A500-GR.B 7 — 6' m185 1 HSS12X4X.250 1'-0 9/16" A500-GR.B , � X16 3 SIDES B � 1 ! B 1�V p405 12 SHT GAX21 15/16 3'-4" A36 _ i 6' 4 2 - , a89 ) \ p407 1 SHT • 21 15116 3'-4" A36 a$9 BOLT ACCESS / ' 1 ,3 81/2 HOLE/ , ' / g": !' p408 1 SHT 4 • 12 3'-4" A36 To ' 4 11/2 / p413 2 PL1/4X4 8 318" A36 1. ( p408 ) ( o407 ) ( p405 ) ( D405 ) ( D405 ) D405 ) D405 ) D405 ) ( D405 ) ( o405 ) ( p405 ) ( D405 ) ( D405 ) ( D405 ) v 1180 2"-12" I N I p415 1 PL114X4 6" A36 Co \ C) : p425 2 PL3/8X4 9 718" A992 t,. \1 \ 1 %V 11/2" TOTAL WEIGHT THIS DRAWING (lbs) = 1 - ' 1 a122 ) 'V ,--/— (/2 1 a89 � / 3 8 / BOLT ACCESS / R , 1/8> iv-6" PROVIDE PRICING - - J `HOLE `\ (a89 ) TO USE 12GA PANS �'\ I_ X1 3 SIDES i 4 )2 1/81/t 11/2., & RISERS L I I - , _I I I - �'` I t AD -- - - - - -- -- TYPICAL STAIR TREAD X25 ; L /, '– –1 i. _ - - - - - - - - - - - `r _ AND WELDS 1 Cp413 ) _1 \ 1� ( D413 ) _ 1/ 6 (2) 3116"� EPDXY ANC ( m183 ) D – D DETAIL 1 _ _ G p425 _ .'4 4/ NO PAINT WITHIN 3" ( 3600A ) D G 83x8 1/4 OF HOLES 11'-1111116 1'-013/16 / / Ic •i / i' C - C Raise mid span tube A – A Isteel by 518" to have gypsum board flush to bottom of tube Raise mid span tube steel stringer steel by 5/8" to have 1/4/ 111-1111/16 / 1'_09116 1/4 1 gypsum board flush 114 111-1111116 , 1'-013/16 to bottom of tube steel stringer (31\q) c31'‘6 j . ONc01N� 9/16,,33/44r / I 81/4 I ,0NV:21 9/16}3/4/ 81/2 /" '1\1\° '� N�‘6 3 ( m.185 ) , 3116D 3116 311,\q , N''Q' / // W NCO) 161>_ 74 \.? - ---// 3/16 N V) : , to \ ,r 7 _- --/- - - i ' 'Q' A , r— , s J1 't (0 r . 1 i ( D415 ) NO PAINT NEAR v I NO PAINT FAR SIDE, ,‘A ' � , ' ��� � 4 SIDE & BOTTOM 1" \q\° STOP & BOTTOM 1" 0 6 - 37/16], / AROUND NOTCH ► - I E �1 - - AROUND NOTCH ,�G,1� �6 I 3 /16 4 AND END OF HSS ' 0 '. \ ,,-/ NW) , ' , . r / N / i �.0�51'�6 '�0 CJP I I — 0� xi7{/ 57 t 1N`� '\b`- II G p / 0 \b\4) 1W .I N(003 7 7 ' \ ti ,0N(03 N51'�CO / 1 ' ' 0 7 ' \ 7 S1�� / 1 r , 0� 516 7 ,0\bV\CD i , - 1,,c.,2 ' - - ' 12 DET. 1 ' (N.1 I` X3146 NI- ' - ti X611„6 / ' 7 12 '�IIk ' Ckl'\6 N' 0 ' 4 / \ . / C l • ( m182 ) \ a - - i , \ ,, .- �°° r ( p413 ) 71 I 49 ° ( D413 ) _ - - cam,. l CO r II– - - - -1 ' �l / a89 ) 111 1 Az NO)\ � ( a89 (F/S) ) ONE - STAIR STRINGER - 3600A 4.v� ( D425 ) 'l 1/4 41/4 6 11/4.//1 /1s1 - 1 S!-C STD. SHOP PRIMER B _ B 1/4 41/4 6 SP6 W/ PRIMER SHOP NOTES REF DRGS: E3021 1. ) INDICATES PAINT STRIPE SIDE. MARK IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE PH:503-630-7990 PIECE MARK TO BE LOCATED ON TOP FACE & AT SYMBOL U.N.O. CUSTOM r� 0 M Fax Fax:503.6 37-2800 30.7988 JOB NAME: Jaguar Land Rover 1. 503-6 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. p FabFERRY RD 18625 SE LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, --- BORING, BAKERSOR CONTRACTOR: Perla Construction NOTCH-FREE TO A 1/2" RADIUS (MIN). ,NOTE: 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A - DETAILS AND ETC...WHERE DRAWN BY: SC CHK'D BY: MC FINISH: 1 SIC STD. SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX A REQUESTED,WHERE INDICATED. 6. W& WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/29/2019 DATE: 03/12/2019 i SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A , DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. 0 ISSUED FOR APPROVAL SC 03/13/2018 STAIR STRINGER 1111 3600A B �\ STEEL PIPE: A53 GR-B Type E or S _ A ISSUED FOR DESIGN REVIEW SC 12/31/2018 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:12:18am 03/13/2019 BY: BDS VIRCON GRID LOCATION L-M/25-24 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH MARK MARK PIECES DESCRIPTION FEET IINCHES REMARKS GRADE FIN 3601A 1 STAIR STRINGER 1 SIC 114.,t 2'-11116 / 12'-6314 / 3'-11318 / 3601A 1 HSS12X4X.250 15'-011116" A500-GR.B rill' a871 L3X3X1/4 2'-11114" A36 CD NO PAINT 1" a90 1 L3X3X1/4 3'-4" A36 5112, 410 ALL AROUND m177 2 HSS12X4X.250 2' 1 1116" A500 GR.B �� ( m1$4 ) 4 2 ( p411 ) P409 ; m 177 ) ( 3601 A ��, N I // i i m178 1 HSS12X4X.250 15'-0 13116" A500-GR-B ‘zrn,...._ 1_ _ - „ - -r V - - / (1}-518„X13116” SLOTS A307* r ., . h I - - T y,oV m184 1 HSS12X4X.250 4'-2 314" A500-GR.B r , , .,z, p193 1 PL114X4 6" A36 1 � I 16 \ 1 I a a0� I 1I 3116 a87 3116V \ �� I 1 \II � \ ) p228 2 PL1/, '3 3" A36 �' 2222$ 7 $�8 p405 13 SHT • 21 15116 3'-4" A36 ( D412 ) p- 8 , �90 lI 1�1> 1 1. "-6" 7�0r p406 1 SHT14G • 13/16 3'-4" A36 ` 1I ( p405 )( M05 ( p405 ; ( D405 >1(20,-4603/54 ) ( D405 : ( p4O5 - ( p405 D405 ; ( D405 ( p405 ) ( p405 ) ( p405 118 1112"-6" 6 61/16L,, , 3-8518 1 11 p409 2 PL114X4 112 9" A36 ( D412 ) , 1A1112"-6" �en CoI / / / / / / / / / / / / / � ' ���.`° p410 2 PL114X4 1/2 6 3/4" A36 \I 1� 11 „_6„ �I ;�o406 ) 1 II p411 2 PL1/4X4 5114" A36 3116 V I I 2 I ' /4 , co p412 1 SHTy4tAX1�,3/16 3'-4" A36 3116 ( 0193 ) . to i 3/16 F / T TOTAL WEIGHT THIS DRAWING (lbs) = 144 \ \ 1 __ ! 1/8 I� PROVIDE PRICING - TO USE 12GA PANS 51 B / , \ ( m177 ) B `�� & RISERS � , ( 0411 ) . ( m178 ) D 1/8II 6r 1 1 p409 ; A410 — C _ C �V 1 � 1/4 2'-11/16 12'-73/16 114 31-1011/16 1,V 11/2 { D - D Leil, ' . , 1 C A - A 118 V 11/2„ TYPICAL TREAD DETAIL AND WELDS DETAIL 1 1/4 2'-11116 3'-11318 1/4 2'-11116 ), 121-73/16 1/4 41- t / / 4" rill' 53/4)1 1'-31/2 �3/16 ,5314 1'-3112 31316 I 9r 1'-3114 913116 / 9r s E 1'-3114 , 9116 6 ( p411 ) 4 A r� `�i 7•07� Nr� � r'Or� � \ � 6 7s �n rs 7 6 } 7, \ 7, ., � •Ori, �_! 1 - - �I - 1 ,Or 6 s rr ' 7'O r, ,- .„,„----',./.4,. 7�0r,� ( 1)409 ) - - -/ 76 ( D409 ) l r 6 1/8 II ( m177 ) / 7'Or� 118 37116 = - - 7'Or� r _ C 8410 ) 371 6 7/ 6 7:Or 7S'Or ( D410 ) i rs 7,, 76-, 3 16 6' 7 , 1/4 5718 114 T / / /37116 j 7Q,9 6 114 5718 114 N / r �` 76 1 7,410,7, , 9 Q 1 • 7�Or r , 7 �3 SIDES r -776. 6 E 3/161/<3 116 V�3 SIDES ` CJP 7�Or E 3/16/\ ` CJP f - - - 7,Or� 6 6 G . 'Ors � G - g - - 'Or, , acv ago 776 DEStf1N CONSIDERATIONS FOR' 7Ai r� N (~ rs 1 r•Or 6 r• (- 4 r (" Minimum Shelf Dimensions for Fillet Welds 7'O r� 7 r ► '0r� (` The recommended minimum shelf dimensions for normal size SMAW fillet welds Ere* 1 6 marind in Figure 8-13.SAW fillet welds would require a greater shelf dimension b 6 L the flux,although auxiliary rnnterial can be clamped to the member to provide for thus.7 7"Or4' L dimension 6 illustrated in Figure 8-14 must he sufficient to accommodate the eon 6 \ dimensional variations of the angle length,cape depth,beam depth and weld rice. DET. 1 cc, 6 ( n s 3? 12 1 'Or 6, i L Horiiontat or 12 1 7'Dq. 7• �'0> 3 L. +vertical eedton r CJP �I /FILL GAP & "461") L _-_� 37116 3 1/4V \GRIND SMOOTH L — L. 4- 4- � G f 7 Pr -J L ,: Fillet weld Mininum shelf I r size(in.) dimension(In.) i300 e 4%. 1 VERIFY PLATE WIDTH IS ADEQUATE i •- c°, ,[ n \ f �. N r N L. � "' TO MAKE WELD, REFERENCE PERLO RFI 175 > , I { ` '� = NO PAINT 1" \ Val 1\ }- _ % „I FAR SIDE L __r-__ x _ /1� 2"-12" ALL AROUND i 3 L Tie —'� - _ NO PAINT 1 1 3/16V 3/16D 2�.-12" NOTCH 7s 3314 NEAR SIDE %y-- I" 61/16 , 3-86/8 - i ~ � B B L Fig.8-13. Recommended minimum shelf dimension:for SMAW fillet whir, Raise mid span tube E,LEAR L. steel by 5/8 to have 81/16 2'-11114 77116 ,,` gypsum board flush / / Raise mid span tube L. to bottom of tube ( IL_ �- ' 3/4 , steel by to have steel stringer 4-2 gypsum b/oa'rd flush L L steel stringerto bottom of ube L ONE - ST R - 3601A ( L 1 SIC STD. SKOP PRIMER /3 SIDES SP6 W/ PRIMER �) II \ ( D409 ) - - \ r/ 54_10 - SHOP NOTES 1 G , REF DRGS: E3021 F ;-S.-.1 1 I F 1. ;? INDICATES PAINT STRIPE SIDE. MARK 0' IN AREA ADJACENT TO CONN. FOR FIELD USE. Rev I RELEASE/REVISIONS BY DATE `r' 1 I 1/ ` - -/ ,2\_p409 NOTCHED PH :503,630-7990 JOB NAME: Jaguar Land Rover - = PIECE MARK TO BE LOCATED ON TOP FACE &AT SYMBOL U.N.O. A Fax:503-630-7888 9 14V �� 4/ 0) g-;.° ROUND HSS WALLS 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. CUSTOM Pgr. 503237-2600 LOCATION: 720 NE Grand Ave. Portland Oregon 97201 NO PAINT NO PAINT J 0 Fab 18625 SE BAKERS FERRY RD 9 TO EDGE /1 TO EDGE r r 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, A BORING, OR 97009 CONTRACTOR: Perla Construction NOTCH-FREE TO A 112 RADIUS {MIN}. NOTE: 3/16 V ( p411 ) 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A - .. DETAILS AND ETC... WHERE f DRAWN BY: SC CHK'D BY: MC FINISH: 1 SIC STD. SHOP PRIMER HOLES: AS NOTED E - E F - F 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX REQUESTED,WHERE INDICATED. 6. W& WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A I DATE: 01/29/2019 DATE: 02/25/2019 SURFACE PREPARATION: SP-2 WELDS: SEE STOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN -- - BE CONCLUDED TO BE CORRECT, DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. I AISSUED FOR APPROVAL SC 03/13/2018 STEEL PIPE: A53 GR-B Type E or S STAIR STRINGER i1111 3601A A I A , ISSUED FOR DESIGN REVIEW SC 12/31/2018 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:12:24am 03/13/2019 BY: BDS VIRCON • GRID LOCATION ISHOP NOTES M/25-24 1.0 INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. PIECE MARK TO BE LOCATED ON TOP FACE&AT It SYMBOL U.N.O. 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 3'-69/16 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi 37/8 2'-111/4 37/16 STEEL PIPE:A53 GR-B Type E or S M\ — — — — — — — — —I i CN I N HSS12X4X.250 x 3'-69/16 37/8 ,. 2'-111/4 37/16 1 ' ( 3602A ) \-1 _ A. V N. 1 1/ \ CD `I CD I I �' �' I \ J ��_NO PAINT 1" .� 1/ ALL AROUND NO PAINT 1" -N ` I ALL AROUND �. 3/161) 2"-12" . NOTCH END OF HSS 17/8 , 887�F/S� ; 3/16 2"-12" ONE - FILL BEAM - 3602A 1 S/C STD. SHOP PRIMER REF DRGS:E3021 REV RELEASE/REVISIONS 9Y DATE I _ PH:5D�3o-'900 JOB NAME: Jaguar Land Rover Fax:503-630.7888 A I `-= CUSTOM Pgr:503-237-2600 LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 BILL OF MATERIAL I A I Fab 18625 SE BAKERS FERRY RD SHIP PIECE NO.OF DESCRIPTION LENGTH REMARKS GRADE FIN A I BORING,OR 97009 CONTRACTOR: Perlo Construction NOTE: MARK MARK PIECES FEET I INCHES VERIFICATION OF DIMENSIONS, A I DRAWN BY: SC CHK'D BY: MC FINISH:1 SIC STD.SHOP PRIMER HOLES:AS NOTED DETAILS AND ETC...WHERE A I 3602A 1 FILL BEAM 1 S/C ( REQUESTED,WHERE INDICATED. DATE: DATE: SURFACE PREPARATION:SP-2 WEEDS:SEE SHOP NOTES IF EACH VERIFICATION IS NOT A 01/29/2019 01/30/2019 3602A 1 HSS12X4X.250 3'-6 9/16" A500-GR.B NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, L.1 DESCRIPTION: JOB NUMBER SHEET a87 1 L3X3X1/4 2'-11 1/4" A36 AND ACCEPTED BY THE APPROVER. L ISSUED FOR APPROVAL SC 03/13/2018 TOTAL WEIGHT THIS DRAWING(lbs)= 100 FILL BEAM 1111 3602A ISSUED FOR DESIGN REVIEW SC 12/31/2018 MODEL NAME 18-02%001-Jaguar LR PLOTTED:08.13:51am 03113/2019 9Y.8DS VIRCON GRID LOCATION M/25-24 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH DESCRIPTION FEET NCHES REMARKS GRADE FIN MARK MARK PIECES 1 I 3603A 1 POST 1 SIC 3603A 1 HSS8X8X.375 14'-2" A500-GR.B - - i NO PAINT ALL AROUND - . 25/8 m181 1 HSS6X6X.375 8'-0 5/8" A500-GR.B / ,- cv p229 1 PL1/2X8 1-2" A36 -.... , s p231 1 PL1/4X7 1/2 7 1/2" A36 \ `-*_.------------r TOTAL WEIGHT THIS DRAWING (lbs) = 727 1'N-(I)-5/8"0 A3071 c``l Co INO_PAINT1 7 LEAR SIDE 1 I INO PAINT...7/' /... ,,AO PAINT 1 ONTOPc.1 LI" SEE SECTION B-B1 co - 1 --o ---. 1 co a .e•— "' ' y-- .I BO t _3_ _ y _.12t . • NO PAINT-&11 'I \:-NO PAINT NO PAINT 1" B — B ci ( m181 ) - Co N'N . - INO PAINT ON-TOP NO PAINT NEAR & FAR SIDE1 CJP m 0 NO PAINT . ,--" es A307* nb , ,--.- — i / Z.-ONOTTOM! NO PAINT WITHIN 3" co' ' , (2)-15/18"o EXP ANC (1111 NO PAINT WITHIN 3" , -... ,:r• OF N OF _ HOLES HOLES LO -1- . -.C.9 I)\ __ ___ ________________ III_______________________ .1.—I •.:1- 1/4 2 14'-0 1/2 ,r / ,7 14'-23/4 (HSS8X8X.375 x 14'-2") / 1/4 14'-2 1/2 'I , 4 4 ,A ( D229 ) ' / ( D231 ) ( 3603A ) , CENTERED \ 1 -1 3/1 61/ s, \ ' Ir 47 IT-_--,L'--_-7 CNi 1"-- 0 _...,. ..s CN ----.7 ---,1 < N. PJP ri),, I_\ (3116) I \ . (2)- " 3/16 I/ ( p229 ) 15/160 EXP_ANC 3/16 V Li:\to NO PAINT VVITHIN 3" OF HOLES A — A ONE - POST - 3603A I S/C STD. SHOP PRIMER SHOP NOTES REF DRGS: E3021 • 1. 0 INDICATES PAINT STRIPE SIDE. MARK® IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT Ot SYMBOL U.N.O. A CUSTOM_*, Fax:503-630-7888 -- — ' -‘:„.,_ Pgr: 503-237-2600 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, A Fab 18625 SE BAKERS FERRY RD wr; i NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: A - — ---..„---- BORING,OR 97009 CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX DETAILS AND ETC...WHERE REQUESTED,WHERE INDICATED. A II DRAWN BY: SC CHK'D BY: MC FINISH: 1 S/C STD. SHOP PRIMER HOLES: AS NOTED 6. W&VVr SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A I DATE: 01/29/2019 DATE: 03/12/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES - _ OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A I DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. A /8\ ISSUED FOR APPROVAL SC 03/13/2018 I - - STEEL PIPE: A53 GR-B Type E or S , POST 1111 3603A A A ISSUED FOR DESIGN REVIEW SC 12/31/2018 1 , MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:12:26am 03/13/2019 BY: BDS VIRCON GRID LOCATION M/25-24 BILL OF MATERIAL I SHIP PIECE NO.OF LENGTH MARK MARK PIECES DESCRIPTION FEET ( INCHES REMARKS GRADE FIN 3604A 1 POST 1 SIC 3604A 1 HSS8X8X.375 14'-2" A500-GR.B a86 1 L3X3X1/4 7'-4" A36 a88 1 SHT14GAX3X1/4 11/2" A36 m180 1 HSS12X4X.375 8'-4 5/8" A500-GR.B p229 1 PL1/2X8 1'-2" A36 p231 1 PL 1/4X7 1/2 7 1/2" A36 p417 1 SHT14GAX2 2" A36 TOTAL WEIGHT THIS DRAWING (lbs) = 855 A INO PAINT ALL AROUND(-� ERECTION i >ii. AID( D417 ) N CO { I / i I N\1. 12 \ 9417 _, n I II I I \� `, j j. I II I I I II I I `. \ I II I I I7II I - / I II I I a86 Ii i ( m180 ) I 11 i -I" I I 31 . , IIS I I 11 1 1 3136 , I II I I 1, , II I 1 1 I II I I 111 1 I II I I 1 I I I II I I 11 I I II I I I II I I : 1 I I �I I I II I I II I I ! 11 I I 11 ' ll I ii 1 1 I [1 I I II 1 1 $9 II I `r' I I1 1 n I 11 3116 2..- 2" 11 1 II I 1 3116 D 2"_112" I I I �oo 1 II I I li 1 II I I F. II I I - I II I I I it I E I 1 I I II II i 1 I I 0 II I I I 11 I I 6 I I ` . I II I k Li - 'Ji I 11 I 3/16v 11II I 1 i II I I 14 )l I I , I (a88 I I 1 I I 11 I ERECTION AID 11 I11 I 1111 , I I 11 I B - B I 11 I it I ERECTION I I II I AID( agg II I I I 11 I ANO PAINT , 11 ' I NO PAINT I II Ir ,1 IAR SIDES, 1� 1 BOTH SIDES 11 T I / IL , 1 (1)- 116 w A307 _ c\ r\ t NO PAINT WITHIN 3" moo ; S cD \ L___, I OF HOLES 1 ItB . r- - 1 B co ,i- r-- .1- .1- T —1 t r iH - A - A Ale. ` m CJP 6'-11/4 — 8'-0314 2 14'-0 1/4 , 14'-2 112 14'-2314 / / 4 4 ( p229 ) / 14'-2314 (HSS8X8X.375 x 14'-2") \ / 3116 V 1-0411' cj .- C 2231 ) ( 3604A ) ( 9229 ) n CENTERED 1 NJ - -.-. I- /T /� . � —1 - — —I (3/16) \ \ — J N _.I, - , . �- - o (2)-15116"o EXP ANC i II_ NO PAINT WITHIN 3" 2 OF HOLES 3116C - C IV C 1/4 14'-2 L1/2 ONE - POST - 3604A 1 SSC STO, SHOP PRIMER EXPOSED TUBE SP6 W/ PRIMER STEEL ONLY SHOP NOTES REF DRGS: E3021 1. INDICATES PAINT STRIPE SIDE. MARK® IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE & AT ' SYMBOL U.N.O. A CUSTOM Fax:5o3 630-7888 g 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. A Pgr: 503 237-2600 LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, -- A Fab 18625 SE BAKERS FERRY RD NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: BORING; OR 97009 CONTRACTOR: Perko Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, DETAILS AND ETC... WHERE DRAWN BY SC CHK'D BY MC FINISH: 1 SIG STD. SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX REQUESTED, WHERE INDICATED A 6. W& WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT Q DATE: 01/29/2019 DATE- 01/30/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER, 0 ISSUED FOR APPROVAL SC 03/13/2018 STEEL PIPE: A53 GR-B Type E or S POST 1111 3604A 0 ISSUED FOR DESIGN REVIEW SC 12/31/2018 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:12:27am 03/13/2019 BY: BDS VIRCON • • • GRID LOCATION SHOP NOTES L-M/25-24 1.®INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. P-Q/25-24 PIECE MARK TO BE LOCATED ON TOP FACE&AT SYMBOL U.N.O. 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WTH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70X( 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S 1/4 ✓ 31/2 1/4 • ( p416 ) ( p416 ) _srcry 1/g to 3/16V. 4 • (-3605A ) 00 CY) I I I I i 4 2 - CAP PLATES - 3605A NO PAINT REF DRGS:E3024 REV. RELEASE/REVISIONS BY DATE _ PH:503-630-7990• JOB NAME: Jaguar Land Rover Fax:503.630.7888IA g Pgr:503.237-2600 CUSTOM LOCATION: 720 NE Grand Ave. Portland,Oregon 97201 BILL OF MATERIAL Al_' - Fab 18625 SE BAKERS FERRY RD BORING,OR 97009 CONTRACTOR: Perlo Construction SHIP PIECE NO.OF LENGTH NOTE/ DESCRIPTION REMARKS GRADE FIN VERIFICATION OF DIMENSIONS, MARK MARK PIECES FEET l INCHESDETAILS AND ETC..WHERE I DRAWN BY: SC CHK'D BY: MC FINISH:NO PAINT HOLES:AS NOTED 3605A 2 CAP_PLATES NO PA RF EACH V RIF EQUESTED,WCATIONS NOT INDICATED.ERE I A DATE: 01/31/2019 DATE: 01/31/2019 SURFACE PREPARATION:- WELDS:SEE SHOP NOTES 3605A 2 PL1/4X3 7/8 4" A36 NOTED OTHERWISE IT WILL THEN A BE CONCLUDED TO BE CORRECT, I DESCRIPTION: JOB NUMBER SHEET p416 4 PL1/4X3 7/8 5 3/4" A36 AND ACCEPTED BY THE APPROVER. I QI ISSUED FOR APPROVAL SC 03/13/2018 TOTAL WEIGHT THIS DRAWING(lbs)=4 I A I ISSUED FOR DESIGN REVIEW SC 12/31/2018 CAP PLATE 1111 3605A MODEL NAME, 18-0295_001-JaguarLR PLOTTED 08 13.6188, 03/13/2719 BY BDS VIRCON GR ID LOCATION SHOP NOTES L-M/26-25 1.0 INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO COMM.FOR FIELD USE. PIECE MARK TO BE LOCATED ON TOP FACE&AT It SYMBOL U.N.O. 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 112"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 Ics'i STEEL PIPE:A53 GR-B Type E or S 4'-111/16 ,r 1'-0 NO PAINT21/2 I IBC) PAINT ALL AROUNDr 70N—TOP c\i)s END SUPPLIED LONG 1 \-(1)-9/16"ø A307*I FOR FIELD ADJUSTMENT ANO PAINT BOTH SIDES}-' L3X3X3/8 x 4'-111/16 ( 3606A ) 2 - ANGLES - 3606A 1 SIC STD. SHOP PRIMER REF DRGS:E3021 REV I RELEASE/REVISIONS BY ( DATE ZMP,_ PH:503-630-7990 JOB NAME: Jaguar Land Rover I CUSTOM Fax 503.830.7888 Pgr.503-237-2600 Al Ii Fab 18625 SE BAKERS FERRY RD LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 BILL OF MATERIAL NOTE: A BORING,OR 97009 CONTRACTOR: Perla Construction VERIFICATION OF DIMENSIONS, IA SHIP PIECE NO.OF DRAWN BY: SC CHK'D BY: MC FINISH:1 SIC STD.SHOP PRIMER HOLES:AS NOTED DESCRIPTION LENGTH MARK MARK PIECES FEET INCHES REMARKS GRADE FIN DETAILS AND ETC...WHERE I A REQUESTED.W-IERE INDICATED. IF EACH VERIFICATION IS NOT I A I DATE: 01/29/2019 DATE, 01/31/2019 SURFACE PREPARATION:SP-2 WELDS:SEE SHOP NOTES 3606A 2 ANGLES 1 S/C NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A DESCRIPTION: JOB NUMBER SHEET 3606A 2 L3X3X3/8 4.-11 1/16" A36 AND ACCEPTED BY THE APPROVER. / A I ISSUED FOR APPROVAL SC 03/13/2018 II ANGLE 1111 3606A A\ TOTAL WEIGHT THIS DRAWING On)=35 IA ISSUED FOR DESIGN REVIEW SC 12/31/2018 MODEL NAME: 18-0295_031-Jeguar LR PLOTTED.Oa 13.52Ern 03/13/2019 BY:BUS VIRCON GRID LOCATION I SHOP NOTES L-M/26-25 1.®INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. PIECE MARK TO BE LOCATED ON TOP FACE&AT® SYMBOL U.N.O. 2.RUNNING DIMENSIONS START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S 7-61/2 L / )21/2 21/ 2), 1/2), / (1)-9/16"0 A307* Ns \si NW ' N� , j(1)-0116"0 A307*-/ -NO PAINT BOTH SIDES 7'-4112 1\-LNO PAINT BOTH SIDES L3X3X1/4 x 7'-6112 • ( 3607A ) II II 2 - ANGLES - 3607A 1 SIC STD. SHOP PRIMER REF DRGS:E3021 REV RELEASEIREV1SIONS By DATE I _ PH:503-630-7990 JOB NAME: Jaguar Land Rover _ CUSTOM Fax:503-630-7888 9 Pgr:503-237-2600LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 I RD A = Fab 18625 SE BAKERS FERRY RD BILL OF MATERIAL NOTE: A I BORING,OR 97009 CONTRACTOR: Perlo Construction VERIFICATION OF DIMENSIONS, A (DRAWN BY: K' BY CHD : SHIP PIECE NO.OF LENGTH DETAILS AND ETC...WHERE I SC MC FINISH:1 S/C STD.SHOP PRIMER Han:AS NOTED MARK MARK PIECES DESCRIPTION FEET I INCHES REMARKS GRADE FIN REQUESTED,WHERE INDICATED. IF EACH VERIFICATION IS NOT ,1A DATE: 01/29/2019 DATE: 01/31/2019 SURFACE PREPARATION:SP-2 WELDS:SEE SHOP NOTES 3607A 2 ANGLES 1 S/C NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, I A DESCRIPTION: JOB NUMBER SHEET 3607A 2 L3X3X1/4 7-6 1/2" A36AND ACCEPTED BY THE APPROVER, I A ISSUED FOR APPROVAL SC 03/13/2018 I ANGLE 1111 3607A A\ TOTAL WEIGHT THIS DRAWING(lbs)=37 IA I ISSUED FOR DESIGN REVIEW SC 12/31/2018 MODEL NAME. 18-0295_001-Jaguar LR PLOTTED:08:13.52am 03/13/2019 BY BDSVIRCON GRID LOCATION SHOP NOTES L-M125-24 1.®INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. M125-24 PIECE MARK TO BE LOCATED ON TOP FACE&AT®SYMBOL U.N.O. P-0/25-24 2.RUNNING DIMENSIONS START FROM INDICATED AS R.D. P/25-24/25-2 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 • TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S ( 3608A ) LO PL318X5 x 9112 • • 4 - CAP PLATES - 3608A NO PAINT REF DRGS:E3021,E3024 REV. RELEASE/REVISIONS BY DATE — PH:503.630-7990 JOB NAME: Jaguar Land Rover Fax:503-630-7888 - Pgr:503237-2600 Fab TOM 5 SE BAKERS FERRY RD LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 BILL OF MATERIAL A BORING,OR 97009 CONTRACTOR: Perlo Construction NOTE: nn VERIFICATION OF DIMENSIONS, u l DRAWN BY: SC CHK'D BY: MC FINISH:NO PAINT HOLES:AS NOTED SHIP PIECE NO.OF DESCRIPTION LENGTH REMARKS GRADE FWDETAILS AND ETC...WHERE MARK MARK PIECES FEET INCHES REQUESTED,WHERE INDICATED. IF EACH VERIFICATION IS NOT 0 DATE: 01/29/2019 DATE: 01/30/2019 SURFACE PREPARATION:- WELDS:SEE SHOP NOTES 3608A 4 CAP_PLATES NO PA NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A DESCRIPTION: JOB NUMBER SHEET 3608A 4 SHT14GAX5 9 1/2" A36 AND ACCEPTED BY THE APPROVER. na ISSUED FOR APPROVAL SC 03/13/2018 TOTAL WEIGHT THIS DRAWING(Ibs)=5 A ISSUED FOR DESIGN REVIEW SC 12/31/2018 CAP PLATE 1111 3608A ).4ODEL NAME:18-0296_C01-Jaguar LR PLOTTED:98.13:53am 031130019 BY.8DS VIRCON GRID LOCATION SHOP NOTES L-M125 1.0 INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. L-M126-25 PIECE MARK TO BE LOCATED ON TOP FACE&AT le SYMBOL U.N.O. M/26-25 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. F,-Q/25 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). P-Q/26-25 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. P/26-25 5.WELDING AS PER AWS 01.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S i PL1/4X2 3/4 x 1'-413116 19/16 , 1'-35/16 (1)-9/16"x11/16,I SLOTS A307* T \ ` ,i C\1 3�r ci 1co 3/4 ( 3609A ) 3/4 12 - STIFFENER PLATES - 3609A NO PAINT REF DRGS:E3021,E3024 REV RELEASE/REVISIONS BY DATE -- PH 503.630.7990 JOB NAME: Jaguar Land Rover LZFax:503-630-7888 Q i4 _. CUSTOM P�f:Fab 18625 SE BAKERS FERRY RD 503-237-2600 LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 -- - BORING,,OR 97009 CONTRACTOR: Perla Construction BILL OF MATERIAL NOTE: VERIFICATION OF DIMENSIONS, A DRAWN BY:LENGTN DETAILS AND ETC...WHERE SC CHKD BY: MC FINISH.NO PAINT HOLES'AS NOTED SHIP PIECE No.OF DESCRIPTION FEET INCHES REMARKS GRADE FIN REQUESTED,WHERE INDICATED. A MARK MARK PIECES I IF EACH VERIFICATION IS NOT A DATE' 01/29/2019 DATE: 01/31/2019 SURFACE PREPARATION:- WELDS:SEE SHOP NOTES 3609A 12 STIFFENER_PLATES NO PA NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A DESCRIPTION: JOB NUMBER SHEET 3609A 12 PL1/4X2 3/4 1'-4 13/16" A36 AND ACCEPTED BY THE APPROVER. A ISSUED FOR APPROVAL SC 03/13/2018 j TOTAL WEIGHT THIS DRAWING(lbs)=3 A. ISSUED FOR DESIGN REVIEW SC 12/31/2018 STIFFENER_PLATE 1111 3609A MODEL NAME 180295_001-Jaguar LR PLOTTED.0813 53am 03/13/2019 BY EDS VIRGON GRID LOCATION SHOP NOTES M/25-24 1.®INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. P/25-24 PIECE MARK TO BE LOCATED ON TOP FACE&AT it SYMBOL U.N.O. 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN, 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S /NO PAINT! coco IL folomill14* PL3I8X3 x 3 r ( 3610A ) (1)-11/16"o A307* • 8 - WASHER PLATES - 3610A 1 S/C STD. SHOP PRIMER REF DRGS:E3024 REV.I RELEASE/REVISIONS 8Y DATE I PH:503-630-7990 JOB NAME: Jaguar Land Rover Q I CUSTOM Fax:503-630-7888 Pgr.503-237-2600 LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 Fab 18825 SE BAKERS FERRY RD BILL OF MATERIAL NOTE: BORING,OR 97009 CONTRACTOR: Perlo Construction VERIFICATION OF DIMENSIONS, I DRAWN BY: ' SHIP PIECE NO.OF I LENGTH DETAILS AND ETC..WHERE SC CHKp BY: MC FINISH:1 S/C STD.SHOP PRIMER HOLES:AS NOTED DESCRIPTION REMARKS GRADE FIN REQUESTED,WHERE INDICATED. MARK MARK PIECES FEET I INCHES IF EACH VERIFICATION IS NOT I Q DATE: 01/29/2019 DATE: 01/30/2019 I SURFACE PREPARATION.SP-2 WELDS:SEE SHOP NOTES 3610A 8 WASHER_PLATES 1 S/C NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, I DESCRIPTION: JOB NUMBER SHEET 3610A 8 PL3/8X3 3" A36 AND ACCEPTED BY THE APPROVER. (Q ISSUED FOR APPROVAL SC 03/13/2018 WASHER PLATE 1111 3610A 0 TOTAL WEIGHT THIS DRAWING(lbs)= 1 I I ISSUED FOR DESIGN REVIEW SC 12/31/2018 MODEL NAME.18.0295_001Jaguar LR PLOTTED 08:13:54a,, 03/13/2019 BY.BIDS ARGON GRID LOCATION P/25-24 BILL OF MATERIAL 83181/4,r 11'-1111116 1'-013116 D MARK MARK PIECES SHIP PIECE NO DESCRIPTION FEET NI INCHES GTH REMARKS GRADE FIN ( p413 ) / 1� I I 41/4/ 6 / 3611A 1 STAIR STRINGER 1 S/C 43 3611A 1 HSS12X4X.250 14'-5118" A500-GR.B 1� � � \ G ( A ) ( m 183 ) G , / a89 2 L3X3X114 9" A36 S L 1 - - - - - -s (_ _ . , i , — \ i i._ �� 1 a122 1 L3X3X3116 3'-4" A36 i_ _ _ _ N. I)f I m182 1 HSS12X4X.250 14'-5 118" A500-GR-B N R 4 2 m183 1 HSS12X4X.250 1'-013116" A500-GR.B \ (a89 ) ,r ,r (2)-13/16"0 EPDXY ANC m185 1 HSS12X4X.250 F-0 9/16" A500-GR.B NO PAINT WITHIN 3" 1/3 8112 BOLT AC =ESS / p405 12 SHT14GAX21 15/16 3'-4" A36 OF HOLES HOLE p407 1 SHTI4GAX2115/16 3'-4" A36 I I ( 0408 ) (D407 ) (p405 ) (D405 ) (D405 ) (D405 ) (D405 ) (D405 ) (p405 ) (p405 ) (D405 ) 0405 ) (p405 ) ( p405 ) 1/817 2"-12" p408 1 SHT14GAX7 112 3'-4" A36 1- en I cn in m p413 2 PL114X4 8 318" A36 I I I O,�c,1,\6 7 p415 1 PL1/4X4 6" A36 BOLT ACCESS I (2}-13116"D EPDXY 3 8112 HOLE \'' / 11 1 'i p425 2 PL3/8X4 9 718" A992 ( a122 ) NO PANT WITHIN 3" / a89 % TOTAL WEIGHT THIS DRAWING (lbs) = 1199 OF HOLES A ,s 7 itieN,', -1- Asir I A� /I 4 i 1" NO co , 1 � I I{ I ' 1� * II 15 PAINT car nl JI \ i— — — — — — — — — — _ — — — — — — — — — — — — — - 4 — — — - TIII 1 18 V RP L ' , - - - 1- - - - - IF._ ' - 118D 11/2" 6" P425 : - 1 1 B 1 ( m182 ) ( m185 B /8V 1 /2 `- 1 \ 7 ( 9413 ) � � � ) � / 118 11 318 11a I I 4 4i 6 1� I I \3 SIDES 1/8 I/ 1112« G G 1/41 11'-1111/16 1'-09/16 1/4 G -k ' 8�8 C D D - D 1 1 .. C - C /8V 112 A - A TYPICAL TREAD DETAIL AND WELDS Raise mid span tube DETAIL 1 steel by 5/8" to have gypsum board flush to bottom of tube Raise mid span tube steel stringer steel by 5/8" to have 1/4, 11'-1111/16 1'-09/16 1/4/4 1/4 11'-1111/16 V-013116 gypsum board flush 9 1 / / to bottom of tube 116,,33/4 8 /4 , 9/1643314, 81/2 / steel stringer �1�6 f,. cb1\6 [ N�Ncp 37/16 �.pN(D \ ` 6' 3111\b 311 (V '°' 3.1\q) X161›- A 01\q - - - - % CNI 0 / 2 `r ,�,0� 1 - N..,NO PAINT BOTH \,-0 , NO PAINT NEAR SIDE, _ _ _ _ _ - SIDES & BOTTOM 1" TOP & BOTTOM 1 N`�'\ } 7 \ 4 AROUND NOTCH ��� -- --- - AROUND NOTCH , O ,0� - \ t 4 ,�� AND END OF HSS / ? ' - ,611 _ _ - Ri ( m185 ) N \� 37116 �I , / 37116 1.5% CJPX1?th fO ►� CJ P cel ( m183 ) NN ��6 \q4D , ' — c\1 . co1� ' N51Nbli' '�° , .0 G ,‘•'0\fAi\b A ., ,- . r . , - . , , ,\,-eD . .. , co . . - , - i- . , _ _ _ _ _ .... F- /'6‘CDV\CD p - - \ ' I.- 4 ,NCOD O\ DET. 1 �t (� , v \ 7 ,\- 7 c 1 7 0\51\6 1 O ti ,\.A , - t �= 12 A r ,�- '\Ilk bi 1114 4 ( m182 ) ( 3611A ) 0° ( 0413 ) 03 co _ ti- - - - -- 3116r 3SIDES � �3 SIDES �� � ( 0413 ) _ 3/16 V\ X16 k ( 0425 ) 31 21/4 1 1s I� ( 0425 ) a89 ) 214 • / ONE — STAIR STRINGER — 3611A 41/4' / s 41/4 6 ( a89 (NIS) ) .r 11% 1,\,\V\6 13/e-3TD. 31-10r f flIMER 1/4 91/4 1/4 e 91/4 SP6 W/ PRIMER i B - B SHOP NOTES REF DRGS: E3024 1. INDICATES PAINT STRIPE SIDE. MARK l J IN AREA ADJACENT TO CONN. FOR FIELD USE. REV- RELEASEJREVISFONS BY DATE PH:503-630-7990 ` JOB NAME: Ja uar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE & AT Y SYMBOL U.N.O. A CUSTOM Fax:503630-7888 g 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. Pgr: so3-237-2soo LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, I --- — A Fab 18625 SE BAKERS FERRY RD NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: BORING, OR 97009 CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, - - - - - 5. WELDING AS PER AWS D1.1 ELECTRODES AS PER AWS ASAor A5.5 CLASS E70XX DETAILS AND ETC... WHEREA I DRAWN BY: SC CHK'°BY: MC FINISH: 1 S/C STD. SHOP PRIMER HOLES: AS NOTED REQUESTED,WHERE INDICATED. 6. W& WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/29/2019 DATE: 03/12/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN - - - — BE CONCLUDED TO BE CORRECT, A DESCRIPTION: ' JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. Q ISSUED FOR APPROVAL SC 03/13/2018 STEEL PIPE: A53 GR-B Type E or S STAIR STRINGER 1111 3611A I ,A ISSUED FOR DESIGN REVIEW SC 12/31/2018 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:12:31am 03/13/2019 BY: BDS VIRCON GRID LOCATION P-Q125-24 BILL OF MATERIAL MARK MARK PIECES - -_-- SHIP PIECE NO.OF DESCRIPTION LENGTH REMARKS GRADE FIN FEET IINCHES 7,07 3612A ! STAIR STRINGER 1 SIC 1 11 6 3612A 1 HSS12X4X.250 15'-011/16" A500-GR.B / a87 1 L3X3X1/4 2'-111/4" A36 1 D 11 „_6„ a90 1 L3X3X1/4 3'-4" A36 1/8 11/2„_6„ 1 m177 2 HSS12X4X.250 2'-11116" A500-GR.B —� cfl c�F m178 1 HSS12X4X.250 15'-013/16" A500-GR-B r IC D 1/8 V m179 1 HSS12X4X.250 4'-2 3/4" A500-GR.B 1141 2'-11116 12'-73116 cV, p193 1 PL1/4X4 6" A36 I ry 3'_1011116 6 p228 2 PL1/4X3 3" ERECTION AID A36 t 5112 Cp411 ) _ _ ( m177 ) / 1 NO I / �p410 ( m178 ) PAINT 118 I I 1�V 1 1��� .� p\� I p405 13 SHT14GAX21 15/16 3'.-4" A36 J )-1- L __ ,,_ vt ' i , – \ V — 1 11 " 406 1 SHT14GAX21 13/16 3'-4" A36 J /1 - _ _ _ _ _ _ _ _ _ , _ , ��� V f2 p \ , ' co p409 2 PL1/4X41/2 9" A36 r B( p40g { 0193 ) B 4 ` 18 I I V I fr p410 2 PL114X4 112 6 314" A36 i r 1 11 /4" A 6 I TYPICAL TREAD DETAIL p411 2 PL114X4 5 1 3 C' p412 1 SHTI4GAX19 3/16 3'-4" A36 ( 0412 ) AND WELDS /• DETAIL 1 TOTAL WEIGHT THIS DRAWING (lbs) = 1443 u zo M 1/8 11 "_6„ �v u ; D405 405 ; _ p405 )1 0405 ) ; 0405 - ( 0405 )4( D405 .'' 405 - ( 0405 .► ( P405 Y 0405 ( 0405 ) ( 0405 ) ( p40F ) __ _ - 118 D 1112„_6„ u / / 1 / /- - / / i i- / ,p228 ; io / ( D228 ) 61116 . ,l / 3'_8518 8518 (1)-518"X13/16" SLOTS A307�1 i '-- - - ` / 3116V 11, 2 ( DZ'CI �\ ` „ 3116 V ' (a87 ) r� \ I Z - • __ I ,`, 7`'''' - - 1 ( m179 ) 1" NOPAINT I 4 2 1, j 51/2 IC { D409 ) ( m177 ) ( 3612A ) ALL AROUND f 4_, �, ' C - C D - D - D 114„ 2'-11/16 / 12'-63/4 / 3'-1138 / 12 A - A 114„ 2'-11116 12'-3318 4'-23/4 / 114 2'-11116 12'-78116 114 r ,- 5314 , 1'-3112 3118 11 TWp 5314] 1'-3112 /313116 1 3 SIDES\ 1 1'-3114 / 6 / 977 { 0411 ) 1'-3 14 / 6 97� / { 18) I I I s 7s A _,,,,\ ( m177 ) � . \ rO7 717 � G 4m177 ) 3 SIDES\ 3116 s �\ / N s 76 / {118} H �.� /1 -- �� �: f" .� 3/16 �-07 07 � �- 31160 6 G 0 f _ 3 6 r'07 r 3/161/ 7= 07,E 3116 V �� f s ( 0409 ) a90A , 7r; 1/8 I I / - 3X116 x'07 118 I I X116 07� 1 ( s 76 3116 V N - - - - 1 x'07 rs�07 3116 V N rs07,1, �5�07 114 5718 114 C _ CJP i - - _ 6 751: 6 ( 0410 ) 1 76 ', r4, s ,� 1 r.o7� 9i 114 5718 114 ` m CJP - '07 97,x, 76 6 LE_. G 76 1 r y` 3 SIDES 1 �'07 G 076 3/16 V 6 / � 7; IEe. 3 SIDES y, 07 _ 3/16V\ 07 rN ( 3612A) f - - - � 6 / 81116 2'-111147X116/ c, 6 °� 1 7-", L'74, 37116 ~ r1 '07 F` 4s07, � 6 � 1,46 ti - - - - � 7 . Imo_• 4 ]O7. 3 12 s 76 1 y,0,31 k9y ilkld 10 3 37 6 DET. 1 1 ' ( m179 ) CJP - - - -- 1 ; a87�F/S�� ' . * 4 co \ /I c0 FILL GAP &\ N I g:G % - 1 ,I - _-4---.._-_-}; - -. - ---, I11 I GRIND SMOOTH/ 114/ .1, `n. .� it 1�V 11��, sL „ V, ' ' 31 2"-12” NO PAINT 1" �6 1/81/ 11� ' 3116 D 2"-12" BOTH SIDES - - �� 1 1 NO PAINT ALL AROUND �p228 (_F/S)J ' — '' :� FAR SIDE NOTCH 02_28 LF/S)1 61/16 3-86/8 / B - B CLEAR �` i� ONE — STAIR STRINGER — 3612A -Rase mid Span tube Rase mid span tube Isteel by518" to have sum board flush L- ; steel by 518 to have I SIC STD. SHOP PRIMER -- I gyp gypsum board flush w , ! to bottom of tube ( 0411 ) r410_ . SP6 W/ PRIMER steel stringer to bottom of tube L steel stringer --/- „ , _t___ , Nr `~ "- SHOP NOTES REF DRGS: E3024 71.)"1' 114 V � 114 V _ �� - _--- __ - -- -- � cn co _ ( 0409 ) 1. \) INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASEIREVISIONS BY DATE PH:503-630-7990 E JOB NAME: NO PAINT p409 NOTCHED PIECE MARK TO BE LOCATED ON TOP FACE &AT SYMBOL U.N.O. Fax:503-630-7888 Jaguar Land Rover TO EDGE AROUND HSS WALLS A CUSTOM Pgr: 503-237 2600 NO PAINT _� 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. A Fab 18625 SE BAKERS FERRY RD LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 TO EDGE ( p40g ) 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, i--- ( D411 ) ; A BORING, OR 97009 CONTRACTOR: Perlo Construction ---. NOTCH-FREE TO A 112 RADIUS (MIN). NOTE _ E - E F - F 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A 1 DRAWN - 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX ; DETAILS AND ETC...WHERE A ! BY: SC CHK'D BY: MC FINISH: 1 SIC STD. SHOP PRIMER HOLES: AS NOTED REQUESTED,WHERE INDICATED. 6. W& WT SHAPES: A992-GR5O IF EACH VERIFICATION IS NOT A I DATE: 01/29/2019 DATE: 02/25/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN - BE CONCLUDED TO BE CORRECT, L_ 1 DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. AISSUED FOR APPROVAL SC 03/13/2018 STEEL PIPE: A53 GR-B Type E or S1 STAIR 1111 3612A /B\ A . ISSUED FOR DESIGN REVIEW SC 12/31/2018 I MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:12:36am 03/13/2019 BY: BDS VIRCON GRID LOCATION I SHOP NOTES P/25-24 1.0 INDICATES PAINT STRIPE SIDE.MARK 0IN AREA ADJACENT TO CONN.FOR FIELD USE. PIECE MARK TO BE LOCATED ON TOP FACE&AT II SYMBOL U.N.O. 2.RUNNING DIMENSIONS START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN, \ — — — — — """ — — — — 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX ,{ -___ _ 6.W&WT SHAPES:A992GR50 —- ___—___r _ _—__ ___ __—_ —_____—_— OTHER SHAPES:A992 A36orA572-50 \I-, TUBE STEEL:A500-GR B,46 ksi — — — — _ STEEL PIPE:A53 GR-B Type E or S • a87 ) 3%/g 2'-111/4 37/16 HSS12X4X.250 x 3'-69/16 • - 37/8 , 2'-111/4 37/16 / /-i' ( 3613A ) 1L ,� - - - / N co co . / / Q.,\<ti \ I /**\__NO PAINT 1" / ALL AROUND NO PAINT I" — — ALL AROUND \ NOTCH AND7 ( a87 (N/S) ) 3/' D 2"-12" END OF HSS 1 /8/ ,i 362"-12" • ONE - FILL BEAM - 3613A 1 S/C STD. SHOP PRIMER REF DRGS:E3024 REV. RELEASE/REVISIONS BY DATE I .----- PH:503-630.7990 0 I _`- Fax:503-630-7888 JOB NAME: Jaguar Land Rover -. CUSTOM Pgr:503-237-2800 LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 BILL OF MATERIAL AI I __ Fab BORING, OR 97009 FERRY25 SE BAKERS RD CONTRACTOR: Perlo Construction SHIP PIECE NO.OF LENGTH NOTE MARK MARK PIECES DESCRIPTION FEET I INCHES REMARKS GRADE FIN VERIFICATION OF DIMENSIONS, A I DRAWN BY: CHK'D BY: DETAILS AND ETC..WHERE d I SC MC FINISH:I S/C STD.SHOP PRIMER HOLES.AS NOTED 3613A 1 FILL_BEAM 1 SIC REQUESTED,WHERE INDICATED. IF EACH VERIFICATION IS NOT Q I DATE: 01/29/2019 DATE: 01/31/2019 SURFACE PREPARATION:SP-2 WELDS:SEE SHOP NOTES 3613A 1 HSS12X4X.250 3'-6 9/16" A500-GR.B NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A I DESCRIPTION: JOB NUMBER SHEET a87 1 L3X3X1/4 2'-11 1/4" A36 ( AND ACCEPTED BY THE APPROVER. A ISSUED FOR APPROVAL SC 03/13/2018 I TOTAL WEIGHT THIS DRAWING(lbs)= 100F1LL_BEAM 1111 3613A A ISSUED FOR DESIGN REVIEW SC 12/31/2018 MODEL NAME' 18-0295_001-Jaguar LR PLOTTED-08:13.54em 03/13/2019 BY BDS VIRCON GRID LOCATION P125-24 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH MARK MARK PIECES DESCRIPTION FEET INCHEs REMARKS GRADE FIN 3614A 1 POST 1 SIC 14'-23/4 3614A 1 HSS8X8X.375 14'-2" A500-GR.B - 1/4 , 14'-2 1/2 m181 1 HSS6X6X.375 8'-0 5/8" A500-GR.B - 2 14'-0 p229 1 PL1/2X8 1'-2" A36 p231 1 PL1/4X7 1/2 7 1/2" A36 (1) 11/16"ro A307* A TOTAL WEIGHT THIS DRAWING (lbs) = 727 NO PAINT WITHIN 3 OF HOLES «a ‘, ----4---- 7 ---- - co 't LO i itv r I CJP r 'limmk INO PAINT/i I i NO PAINTI -- NO PAINTI INO PAINT ' I N I EY) Ii i I 1 I i 1 E ' I coI in co I 60 r 1 NO PAINT INO PAINT T `_� INO PAINT 00 ' SEE SECTION B-B� NO PAINTI `--INO PAINT) INO PAINTC m181 )fB N B B B • I I - 1 ( m181 ) I T\ r- l INO PAINT ALL AROUND / IA 25/8 A - A 14'-28/4 (HSS8X8X.375 x 14'-2") / (2)-15/16"o EPDXY ANC D229 ) 4 4 NO PAINT WITHIN 3"—61;° (p231 ) ( 3614A ) ( D229 OF HOLES CENTERED V � 3 cv TO rN ------- -—-—— ill _ CN To 11/ ,_ \,, �� 8116 \ \PJP 3 /16V C ( }— 1/4 , 14'-2 ,1/2 C - C ONE - POST - 3614A 1 S/C STD. SHOP PRIMER SHOP NOTES REF DRGS: E3024 1. 0 INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT * SYMBOL U.N.O. --,-_:-.7 - .----,-_-_- ____ Fax:503 630 7888 g A CUSTOM Pgr: 503-237-2600 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. A L LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, - Fab 18625 SE BAKERS FERRY RD NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: - A - BORING,OR 97009 CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A DETAILS AND ETC...WHERE DRAWN BY: SC CHK'D BY: MC FINISH: 1 SIC STD. SHOP PRIMER HOLES:AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX A REQUESTED,WHERE INDICATED. 6. W&WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT I A DATE: 01/29/2019 DATE: 01/30/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN A BE CONCLUDED TO BE CORRECT, DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. Q ISSUED FOR APPROVAL SC 03/13/2018 POST 1111 3�14A B - - STEEL PIPE: A53 GR-B Type E or S A ISSUED FOR DESIGN REVIEW SC 12/31/2018 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:12:38am 03/13/2019 BY: BDS VIRCON GRID LOCATION P/25-24 BILL OF MATERIAL 141-234 M/ / AHIP K MIECE NO.OP LENGTH ARK PIECES DESCRIPTION FEET INCHES REMARKS GRADE FIN 1/4 ' 14'-2 112 3615A 1 POST 1 SIC 6'-11/4 8'-0314 3615A 1 HSS8X8X.375 14'-2" A500-GR.B 2 14'_0 a86 1 L3X3X1/4 7'-4" A36 / a88 1 SHTI4GAX3X114 1 112" ERECTION AID A36 IA m180 1 HSS12X4X.375 8'-4 5/8" A500-GR.B p229 1 PL1I2X8 1'-2" A36 r` 71- p231 1 PL1/4X7 112 7 112" A36 co d' p417 1 SHT14GAX2 2" ERECTION AID A36 co Ln F oo TOTAL WEIGHT THIS DRAWING (lbs) = 855 o \ =1\1,\ (1)_11/16"O A307* co _ c.I L co CJP 0 4 ___ L (2)-15/16"0 EPDXY ANC rNO PAINT WITHIN 3 T ,- NO PAINT WITHIN 3" �� 1 1 NO PAINT 1" OF HOLES tC 1 II CC OF HOLES i � I II TOP & BOTTOM I II I �NO PAINT II I I � 11 I FAR SIDE 11 I I 11 I I II } II I I it I 1111 1 I 11 Ii I I 11 I I II I I C a$6 II I I !I 11 i 11 1 I a86_ II IE II i �I 6 II I 1 I ' I - 1i Iii I 11\ 11 1 1i I I II ( I II I 1 1/4 31160 1 II I I 3/16 II ' I II I I 11 I I 1 II 1 I C - C 11 1 1 II I I 1 I I 1 II 1 I II 11 , I ink o. moo I 11 1 I I I 1- oo .T' d' I 11 F•-• H I I Co Do n I 1111 3116 2"-12" I I I I I II 1 I 3/16 D 2"-12" I� I I II 1 I 11 1 II 1 II 1 I 1 i I II 1 I 1I I II 1 I I1 ' I 1 II I I II 1 I 11 I I 1 II I I �i , 1 11 1 I 1 1 ( m180 ) II 1 11 H V I i I1 I l II 1 I 11 I i II 1 I 11 I II 1 1 Ii I 11 1 11 ' I (. m 180 ) , II I 11 ' I II I I I 1 + NO PAINT ALL AROUND cri / 1 / \ \ 12 - (-N4 IA ERECTION AID ( 10417 ) A - A 14'-2314 (HSS8X8X.375 x 14'-2") / 4 4 E-310 / 7 ( (J231 ) ( 3615A 229 3/161/ y CENTERED N I_ _ - _ .._ _ 1 _ _ _ _ _ _ - __ r L,_ II 11 T -------__\711;-. 1,„,,,y 1 f— E ' \ \PJP 3/16/ L (3/10- B (2)-15116"o EPDXY ANC 1/4 14 _2 1h NO PAINT WITHIN 3" OF HOLES B - B ONE - POST - 3615A 1 SIC DTD. 3110P PRIMER EXPOSED TUBE SP6 W/ PRIMER STEEL ONLY SHOP NOTES REF DRGS: E3024 1. 0 INDICATES PAINT STRIPE SIDE. MARK : IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE PH :503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE & AT "� SYMBOL U.N.O. ', CUSTOM Fax:PH .503-6307990 g Pgr: 503-237-2600 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, - - A Fab 18625 SE BAKERS FERRY RD NOTCH-FREE TO A 112" RADIUS (MIN). NOTE: A BORING, OR 97009 CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A S AND ETC...WHERE DRAWN BY: SC CHKD BY: MC FINISH: 1 SIC STD. SHOP PRIMER HOLES: AS NOTED DETAIL 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX REQUESTED, A, D ETC... IN DD A 6. W & WT SHAPES: A992-GR5O IF EACH VERIFICATION IS NOT A DATE: 01/29/2019 DATE: 01/30/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksI AND ACCEPTED BY THE APPROVER. Q ISSUED FOR APPROVAL SC 03/13/2018 STEEL PIPE: A53 GR-B Type E or S POST 1111 3615A I A : ISSUED FOR DESIGN REVIEW SC 12/31/2018 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:12:39am 03/13/2019 BY: BDS VIRCON • GRID LOCATION ISHOP NOTES P-Q/26-25 1.®INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. PIECE MARK TO BE LOCATED ON TOP FACE&AT I SYMBOL U,N.O. 2.RUNNING DIMENSIONS START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S 41-111/16 11-0 2112 NO_PAI NT1 r ON TOP .2NO PAINT ALL AROUND' CNI /1/ri/.X\ �t1)-9116" A307* 1 —LNO PAINT BOTH SIDES END SUPPLIED LONG FOR FIELD ADJUSTMENT / L3X3X3/8 x 4'-111/16 ( 3616A ) I . \\\\ .\\\\.. .\\\\\\\\\\.\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\.\\\\ \\\ \, 2 - ANGLES - 3616A 1 S/C STD. SHOP PRIMER REF DRGS:E3024 REV RELEASE/REVISIONS BY DATE I - PH:503-630-7990 JOB NAME: Jaguar Land Rover 4 Fab 18625 SE BAKERS FERRY RD Pgr:503--2230-7686 g I CUSTOM Fax.503 9 37-2600 LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 Il I BILL OF MATERIAL NOTE: 0 I _. BORING,OR 97009 CONTRACTOR: Perlo Construction VERIFICATIONDETAOF DIMENSIONS, S 0 I DRAWN BY: SC CHK'D BY: MC FINISH:1 SIC STD.SHOP PRIMER HOLES:AS NOTED SHIP PIECE NO.OF LENGTH I MARK MARK PIECES DESCRIPTION FEET INCHES REMARKS GRADE FIN REQUESTED,WHERE INDICATED. 0 IF EACH VERIFICATION IS NOT Q DATE: 01/31/2019 DATE: 01/31/2019 SURFACE PREPARATION:SP-2 WELDS:SEE SHOP NOTES 3616A 2 ANGLES 1 S/C NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A DESCRIPTION: JOB NUMBER SHEET 3616A 2 L3X3X3/8 4'-11 1/16" A36 I AND ACCEPTED BY THE APPROVER. ISSUED FOR APPROVAL SC 03/13/2018 TOTAL WEIGHT THIS DRAWING(lbs)=35 I L\ ISSUED FOR DESIGN REVIEW SC 12/31/2018 I ANGLE 9111 3616A /B\ MODEL NAME. 18-0295_001-Jaguar LR PLOTTED.0813.55am 03113!2019 BY.BOG VIRCON GRID LOCATION ISHOP NOTES P-Q/26-25 1.®INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. PIECE MARK TO BE LOCATED ON TOP FACE&AT* SYMBOL U.N.O. 2.RUNNING DIMENSIONS START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WI SHAPES:A992-GR50 OTHER SHAPES&FL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S 7-61/2 / )21/2 21/2 , T( T j, CV Ni 1(1)-9/16"0 A307* • - / \-(1)-9/16"0 A307*1 ->_NO PAINT BOTH SIDES ANO PAINT BOTH SIDES,j-' 1 7'-41/2 1 // ,-/ L3X3X1/4 x 7'-61/2 ( 3617A ) . V I ) II —r r 2 - ANGLES - 3617A 1 S/C STD. SHOP PRIMER REF DRGS:E3024 REV RELEASE/REVISIONS BY DATE PH:503-630.799Jaguar JOB NAME: Land Rover A ' _- _ Fax:503-630-7888 "t` Pgr.503-237.2600 A _ �=_ CUSTOM LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 Fab 18625 SE BAKERS FERRY RD BILL OF MATERIAL NOTE: -T BORING,OR 97009 CONTRACTOR: Perlo Construction VERIFICATION OF DIMENSIONS, A SHIP PIECE NO.OF I LENGTH DETAILS AND ETC...WHERE DRAWN BY: SC CHK'D BY: MC FINISH:1 SIC STD.SHOP PRIMER HOLES'AS NOTED MARK MARK PIECES DESCRIPTION FEET I INCHES REMARKS GRADE FIN REQUESTED,WHERE INDICATED. Q DATE DATE: SURFACE PREPARATION:SP-2 WELDS.SEE SHOP NOTES IF EACH VERIFICATION IS NOT A 01/29/201901/31/2019 3617A 2 ANGLES 1 S/C NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A I DESCRIPTION: JOB NUMBER SHEET 3617A 2 L3X3X1/4 T-6 1/2" A36 AND ACCEPTED BY THE APPROVER. I al ISSUED FOR APPROVAL SC 03/13/2018 TOTAL WEIGHT THIS DRAWING(lbs)=37 I A ISSUED FOR DESIGN REVIEW SC 12/31/2018 ANGLE 1111 3617AIA MODEL NAME 18-0295_001Jaguar ER PLOTTED.08-13 55am 0313/2019 BY.EDS VIRCON GRID LOCATION SHOP NOTES L-M/25-24 1.®INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. P-Q/25-24 PIECE MARK TO BE LOCATED ON TOP FACE&AT It SYMBOL U.N.O. 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TOA 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S (STAIR 1 AND 2 DECK LENGTHS( REF DRGS:STAIR 1 AND 2 REV RELEASE/REVISIONS SY DATE PH:503-630-7990 JOB NAME: Jaguar Land Rover - - Fax:503-630-7888 BILL OF MATERIAL n I Y= CUSTOM Pgr:503-237-2600 d Fab 18625 SE BAKERS FERRY RD LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 - 1 I "' SHIP PIECE NO OF DESCRIPTION LENGTH REMARKS GRADE FIN AI - BORING,OR 97009 CONTRACTOR: Perko Construction MARK MARK PIECES FEET IINCHES NOTE: /� 3619A 1 W2,22GA STEEL DECK VERIFICATION OF DIMENSIONS, Lt I DRAWN BY: Y: DETAILS AND ETC...WHERE A SC CHMD BIVIG. FINISH:- HOLES:AS NOTED 3619A 1 W2,22GA STEEL DECK 3'-9" STEEL REQUESTED,WHERE INDICATED. IF EACH VERIFICATION IS NOT Q I DATE: 03/13/2019 DATE: 03/13/2019 SURFACE PREPARATION: WELDS:SEE SHOP NOTES 3620A 4 W2,22GA STEEL DECKS NOTED OTHERWISE IT WILL THEN !!t� BE CONCLUDED TO BE CORRECT, U I DESCRIPTION: JOB NUMBER SHEET 3620A 4 W2,22GA STEEL DECK 4'-4 3/4" STEEL AND ACCEPTED BY THE APPROVER. Q TOTAL WEIGHT THIS DRAWING(lbs)=47 A ISSUED FOR APPROVAL SC 03/13/2018 STAIR 1 &2 DECK 1111 3619A /A\ MODEL NAME.18-0296_031-Jac ar LA PLOTTED:08:13 56am 03/1312019 8Y:SOS WAGON f perlo SUBMITTAL ;olasrsucrluu JAGUAR LAND ROVER OF Subcontractor: KO Custom Fab Inc. PORTLAND Submittal#: 88 Rev#: 0 Specification Section: 05 51 00 Perlo Job Number: 1368 Date Submitted: 2126119 Submittal Item: Stair#3 Shop Drawings Please Respond By: 3/5/19 PROJECT SITE: PERLO CONSTRUCTION HAS REVIEWED THIS SUBMITTAL DATE 2/26/19 SIGNED Jake Jensen Jaguar Land Rover of Portland 10125 SW Washington Square Road REVIEW BY CONTRACTOR IS UNDERTAKEN SOLELY TO SATISFY ANY OBLIGATIONS OF CONTRACTOR TO OWNER Tigard, Oregon 97223 AND DOES NOT IN ANY WAY RELIEVE SUBCONTRACTOR FROM HIS OBLIGATION FULLY TO PERFORM ALL SUBCONTRACT REQUIREMENTS, NOR SHALL SUCH REVIEW APPROVER: GIVE RISE TO ANY RIGHT OF ACTION OR SUIT IN FAVOR OF SUBCONTRACTOR OR THIRD PERSONS AGAINST CONTRACTOR. REVIEW DOES NOT EXTEND TO Mildren Design Group CONSIDERATION FOR STRUCTURAL INTEGRITY,SAFETY, DETAILED COMPLIANCE WITH CONTRACT REQUIREMENTS Attention: Curt Trolan OR ANY OTHER OBLIGATION OF THE SUBCONTRACTOR. 7650 SW Beveland Street, Suite 120 SUBCONTRACTOR IS FULLY RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL DIMENSIONS: Tigard, Oregon 97223 FABRICATING AND CONSTRUCTION TECHNIQUES: COORDINATING HIS WORK WITH THAT OF ALL OTHER TRADES;AND THE SATISFACTORY PERFORMANCE OF HIS GENERAL CONTRACTOR ENTIRE WORK IN STRICT ACCORDANCE WITH THE CONTRACT DOCUMENTS. Approver's Stamp: Perlo Construction Attention: Jake Jensen No ExcEPTtoN NOTED CSI MAKE CORRECTIONS NOTED ❑ 11450 SW Amu Street REJECTED 0 REVISE AND RESUBMIT 0 Tualatin, Oregon 97062 THIS REVIEW IS FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY. ANY DEVIATION FROM PLANS OR SPECIFICATIONS NOT NOTED BY REVIEYPED.A Y RLEVIE* SHALL NOT�CR ONSTITUTE A HASE BEENOT OF ALL DETAILED DIIWrIIENSIONS OR COUNT OR SERVE TO RELIEVE THE CONTRACTOR OF CONTRACTUAL RESPONSIBILITY FOR ANY ERROR No Exception ❑ Make Corrections OR DEVIATION FROM CONTRACT REQUIREMENTS. Rejected Revise and Resubmit TM RIPPEY This review is for general conformance with design concept CONSULTING ENGINEERS only. Any deviation from plans or specifications not clearly PORTLAND, OREGON noted by the contractor has not been reviewed Review 3/8/2019 VASILY LEBEDEV shall not constitute a complete check of all detailed DATE; pY, dimensions or count or serve to relieve the contractor of contractual responsibility for any error or deviation from the contract requirements. Date:03-13-2019 Reviewed by:CLT MILDREN DESIGN GROUP.P.C. OR CCB 189245 ! LICENSED THROUGHOUT THE WESTERN UNITED STATES AZ ROC 293181 KO KO Custom Fab Inc. PO Box 1343 OR CCB: 196494 Estacada, OR 97023 WA Clit: 18625 SE Bakers Ferry Rd-- Boring, OR 97009 KOCUSCF8$4KW PH: 503-630-7990 -- Fax: 503-630-7888 Transmittal #1111-13 To: AAI Engineering 4875 SW Griffith Drive, Suite 300 Beaverton,OR 97005 Attn: Chemelle Stark/chemelles@aaieng.com Date: 2/13/19 Project: #1111 —Jaguar—Land Rover PERLO REVIEW 2.22.19 Items Included: HS #1111 - WA#013 Stair#003 for Engineer Stamp Shops: 2650A—2687A Rev. B, 2707 Rev. A dated 2/08/19. Erection Drawings: E2011,E2012, E2014 &E2015 Rev. B dated 2/08/19. "For Engineer Stamp" Via email Please review and return no later than 2/18/2019 \10 ,aucTUR4 PROir Thank-You G M f4' �� KO Custom Fab, Inc. 72666PE Lee Morris OREGON Lee@kocustomfab.com $:44f 0 5 EXPIRES: 6/30/20 LANDING AT STAIR S 17' 0-1/4" ACCEPTABLE AT 20I 0 518" FIELD `\ ( A ) 17' 0-114" E2 15 LANDING AT DOOR 222 AT 3 No. 5/80 x 6 Lg. 0 V I FIELD C A 17' 0-1/4" 4— PARKING SIDE 20'-0 718" C A SIMPSON STRONG-BOLT 2 7618 17'4:08 I FIELD (� I I 1TO 20' 0 1/4" FROM I J with a minimum of 4318 EMBED Jr � 75/8 1 T-d7/g jJ CORNER OF CMU TO 7r�8 ' 17'-0718 3'-69116 33/4 / LANDING#6 CORNER OF CMU AT , / PROJECT NORTH I PROVIDE J7 2ND FLO DOOR 222 4.O / I E 012 HANDRAIL E2 14 E2 1 2659A 3 No. 6/8 O x 6 L 5 11 TISL -20' 1-114" LANDING AT PARKING IS 5'-811 11 E2 15' / L3X3X3116 g _ 20'-0 3/8" TO 20'-0 11116° 2 , / I Al F IC T.O.S. 8'-11"314 I SIMPSON STRONG-BOLT 2 4,_0 4 AT DOOR OPENING I with a minimum of 43/8 EMBED \ ,, / H co r n n 'Ann 2654A 7 n n n n �� 2653A r I r r l n ° `a n n _ice co ch / C12X20.7 r , ' �I II I , I ' I 2660A I I 2660A ti:: ! 1 1:It F 2659A I L3X3X3/16 = = 2659A I L3X3X3/16 _ �L3X3X3/16 I T.O.S. 19'-8" 18 a L3X3X3/16 Il I T.O.S. 30'-5"112 T.O.S. 24'-2"7/8 Y z I JP LANDING DECK E2014 z I _ TOP OF SLAB in 0 J _ E2014 UP 1 r T.O.S. 13'-6" U ¢ I - L P UF' J U Q 1 = 3PANELS(a�3'4 ,�, � - � � TOP OF SLAB w a oa EL +13'-10 ❑ 'il I oa co _ EL +24'-67/8 ❑ ( 1 TOP OF LANDING DECK ! • = - LANDING DECK I SLAB _ PANELS na 3' 41f2 2 PANELS 3'-41/ DECK [V t• 4 DECK � _ .I _ E L +9'-3314 0 17-2 o y, t� - -+i = - SPA Eo ' _ ' � 1� SPANTh ( ' ti Tan . N `o 2664A DECK 2664A c, 2663A m jPIPE1-112SCH40 SPAN ' ?1G5X20.7 \ PIPE1-112SCH40 amu) „ _ PIPE1-112SCH4d amU; •. _ _ n . 2662A coca° ,: _ _ n_ I cocip�� co coLI ;' 00 ,, J rn 10 1 P P5E2A112SCH4d 2669A - Nom~ �� m 9 T o0 2671A - © r-- ''7' �I:. PIPE1-112SCH40 N-'~ 306 "� �°° STT b' w °Q n- = PIPE1-112SCH40 2668A �__ w co N i - Ni- oo LL/ N _ N _ c� - N - •P OF SLAB N - PIPE1-1/2SCH40 - TOP O EN :_I4 D PIPE1-1/2SCH40 _ r 2670A 5 & T �- L ti ,_g1� = NI iv PIPE1-1I2SCH40 L +20'-05/8 t = r n # r _ _ 2665A 3 PANE SLANDING DE 3'-11112 — 2666A , 2fifi7A _ — LANDING DECK PIPE1-1/2SCH40 i- ------D— - := 2652A PIPE1-1/2SCH40 2 PANELS Ccs 3' 1114 PIPE1-1/2SCH40 1 E2014 - _ _ j E2014 rt = PANELS 11 ,. _ it= ,1_ - - - - - -_�-+e , ,, ` C 12X20.7 - . tir �� ,�, 5 . .� I / r ( J J LANDING DECK I, 1. _ 2 PANELS(a 3'411 ---�r� 2650A I TOP OF 1 - C12X20.7 • I 1 I TOP OF SLAB co SLAB 1 Y�z _ 2652A TOP OF I Y z `� �` Jt C12X20.7 rco TOP OF I 3 = i r EL +16'-11/8_ I U < C12X20.7 SLAB I 0 .2 _ a � z EL +8 2 116 I +n ', N Lu a J ` _ N EL +26'-10 I OF 0 u) Froo SSB, LANDING DECK OF ❑ Cn 71- EL +3'-11/8 UP1 - Y E2012 i 0 LANDING DECK E2012 cD 1 DECK I o a- 2 PANELS a 3'-41f2 _ = I �,,� 2 PANELS 3'4 h K = _ _ DECK = I j I DECK I LANDING DECK 2660A I B SPAN I I r = ' B 1 PANEL(�3'-5 L3X3X3/16 ` = SPAN I PANIEL @ 3C5 - 2660A 16 � ` I - - - SPAN I T.O.S. 19'-8"518 J I T.O.S. 30'-5"112 „ 1T�I A` fT4_--?r__________ — I -0 -R1 A I • '� •J h - ' + • \ _..._..�T ,T f r '� I... A A A , ° LANDING DECK u u u L t 2655A / ,c°° u u u u U u 2656A n u u u u � �°° 2659A �" u u u u 2656A U u u u u �'� 2 PANELS - , 3'-41 C12X20.7 `n L3X3X3/16 — C12X20.7 C12X20.7 , in r . - - - L -- -- - - -- - - - - 2659A - - - - ® - - _ - - - - - - - - - -----\7 __ _ ® T3' - - _ - _ - -L3X3X3/16 DET. 31 '- 51 \ 3No. 5 x6L 4'-031 3 4/ / 31-65/16 T.O.S. 7'-10"3116 3 4 - 3 6 16 / , 4 0�4 \ 19 No. 5� x 6 Lg. 3314/ 3'-65/16 Og 4 APPEARS THE SLOP E2015 ` SIMPSON STRONG-BOLT 2 , / SIMPSON STRONG-3OLT 2 APPEARNGRID 4'-61/4 7'-4 5'-26/8 TYPICAL STRINGER 2659A with a minimum of 43/8 EMBED with a minimum of 43f8 EMBED 4INTERPOLA OSERTO 2659A / ` TO WALL DETAILS L3X3X3116 30'-9"T F SLAB AT AND STRINGER FIELD T.O.S. 15'-9"118 / 4'-811116 / 5'-6 � 6'-103116 / 3 No. 518 O x 6 Lg. 19 S M SONOSTRONG-BOLT 2 � G L3X3X3/16 44_A F i _,.C - SIMPSON STRONG-BOLT 2 T.O.S. 2'-9"118 WELDSke•IG with a minimum of 43/8 EMBED with a minimum of 43/8 EMBED E2012 E2014 E2012 LANDINGB AT STAIR TO BE E2 15 H 30'-9 114" FIRST FLOOR PLAN SECOND FLOOR PLAN E2015 LANDING AT DOOR 301 AT 4'-811/16 5'-6 6'-103116 PARKING SIDE 30'-9 318" TO , i ,30'-8 718" FROM CORNER OF PROVIDE THIRD FLOOR PLAN CMU DOOR OO1 CORNER OF CMU AT HANDRAIL THE LANDING IS 30'-9" TO 30'-9 3116" AT DOOR CA ) OPENING DECK NOTE / `, 33/4 ` 3'-6 518 0 x 6 Lg. LANDING DECK FASTENED TO SUPPORTS SIMPSON STRONG-BOLT 2 WITH HILT! X-HSN 24 AT EACH LOW 2 No. 518 0 x 5 Lg. with a minimum of 43/8 EMBED FLUTE AND 12" O.C. AT PARALLEL FLUTES SIMPSON STRONG-BOLT 2 1 1 ' 1 ' ' ' - - - FIELDS CUT AS REQUIRED AROUND STEEL with a minimum of 51/4 EMBED R 1 1 ' `� 1314 2No. 5/80x 5Lg. 1 /4 1 I ('` / SIMPSON STRONG-BOLT 2 1 I ' 6 031 r 'Co ' with a minimum of 51/4 EMBED \` _ _� 1 ' co r , Iri-/-4111 I I -44 I ` , I \ I s. Cl) —� _ % I I I �� 1 - I 2684A / 11 1 I 1116 1116 i i 1 I 1 : /i � ' _ PIPE1-1/2SCH40 co ' I I I .11 I I CO I L __-___-___ / 1 I ,- II r -2677A 2677A -� 1 _I I• _ _ DET. 2 - - r �_ PL3/8X4 PL3/8X4 —. 1 - y 11 I - . 6 411$ 4718 / I- - - - - - - - - - - - - I �I ! Ila _. � !r __ ______ ._._ __ / / " L . : LANDING ELEVATIONS DIFFER FROM SHEET A4.8 31-21/1eBOLT ACCESS 1 12 , — BUT 2ND & 3RD FLOOR LANDINGS END UP VERY - 3'-21/18 HOLE WITH 1 COVER PLATES / / - 61/2 : CLOSE TO CORRECT ELEVATIONS (ADJUSTMENTS # ' I __ +2667A t OIlB 31/16 .. 6 f MIN. r NOTED ABOVE). CONFIRM ACCEPTABLE TO AVOID 1PIPE1-1/25CH40 B _ B COMPLETE RE-DETAIL OF ALL LANDINGS S I� ., 3 1 • . 1 DETAIL 2 1 2687A ` ' ELEVATIONS AS DETAILED ARE 1 PIPE1-1/2SCH40 ACCEPTABLE - SEE COMMENTS ABOVE _U : FOR ELEVATIONS AT DOORS 222 AND 301 I _Lour til 4 _ \ _. u u u u u u co 117. r FIRST FLOOR RAIL PLAN ERECTION NOTES 1 . SITE WELDED MOMENT CONNECTIONS ARE MARKED: A 2. MEMBER TO BE ERECTED WITH ASSEMBLY MARK AT TOP FACE & END SHOWN 3. COLUMNS HAVE DIRECTIONAL & PIECEMARK INDICATED ON FLANGE 4. MEMBERS ERECTED TO PAINT STRIPE OF CONNECTION PLATE 5. BEAMS ERECTED TO COLUMN FLANGES FIRST WITH BOLT HEADS INSTALLED TO INSIDE OF FACE OF COLUMN FLANGE. REF DRGS: - 6. ALL TC BOLTS ARE TO BE FULLY TENSIONED WITH THEIR SPLINES SNAPPED OFF, REV. RELEASE?REViSIONS BY DATE PH :503-630-7990 Fax:503-630-7888 JOB NAME: Jaguar Land Rover ALL "N" BOLTS ARE TO BE HAND TORQUED. I A CUSTOM Pgr: 503-237-2600 LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 625 SE 7. WHERE POST FIX ANCHORS (HILTI'S ETC) ARE USED, COORDINATE LOCATION I A )11111( Fab BOR NG OR 9E7009 FERRYRS RD CONTRACTOR: Perlo Construction WITH EXISTING CONCRETE REINFORCEMENT TO ENSURE REINFORCEMENT IS NOT NOTE: VERIFICATION OF DIMENSIONS, L\ I DRAWN DAMAGED DURING INSTALLATION. DETAILS AND ETC... WHERE A BY: SC CHK'D BY. MC FINISH: HOLES: AS NOTED REQUESTED,WHERE INDICATED. IF EACH VERIFICATION IS NOT Q DATE: 12/13/2018 DATE. 02/08/2019 MATERIAL: WELDS: ALL DIMENSIONS (INCLUDING LEVELS) SHOWN ON THIS DRAWING HAVE BEEN PRODUCED NOTED OTHERWISE IT WILL THEN Q DESCRIPTION: JOB NUMBER SHEET BE CONCLUDED TO BE CORRECT, AND PROVIDED FOR THE ERECTION OF STEEL AS IDENTIFIED AND DETAILED BY BDS VIRCON ONLY. AND ACCEPTED BY THE APPROVER. Q ISSUED FOR APPROVAL SC 02/08/2019 ; A\THESE DIMENSIONS SHOULD NOT BE USED TO LOCATE CONCRETE OR ANY OTHER TRADE WORKS. A ISSUED FOR DESIGN REVIEW SC 01/24/2019 STAIR 3 PLANS 1111 E2011 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED' 08:3226am 02/08/2019 BY:BDS VIRCON ® CA ) GED 11-55/8 1 /12'-8818 17'-0X18 / (75/8 6'-10116 5'-6 4'411116 / 4 0 / / 30'-9 114" 3Q'-9114" tii'iif ._2682A ;' PIPE1-112SCH40 _25fiXA 16 a \\ \ � ; 12" extension at 2658A `� �- - - --- — — --- - - - - - - - - 1 i bottom landing-1---------- ____ -9112 ( +31_7„112-L3-Slab ) s. - f�--- --- - -- C12X20.7-'\ � � I -- - -EL+ -- -------------------------------------------- I / 5'-211116 2'-9 ) 4'-811116 o EL+30-9 12 — — — �, 1'-11 i 4 I N • - 2685A 12" extension a r _ '' Ii ',`_'- 12" v PIPE1-1/2SCH40,- EL+30'-5112, •* �� 2672A _ EL+3o'-5112 2661A c„ bottom landing 2660A PL5/8X12 7— ‘c3.) e 1'-11 4 L3X3X3/16 rii(i\\] \_2672A rn L3X3X3116 I o . ` / r c PL5/8X12 2659A1 s l,. o 2C65X A.7 1� 12'-7518 1i 2672A CV y \ I— i 2,� 2675A � EL+27'-3112' ; PL5/8X12 iv 3112 3'-2114 7 PL1/4X3 1/2 N EL+27'-311 ' t --_ i EL+26'-1-0 2672A /, 4 / EL+26'T10 = ` �- iPL5/8X12 4-081 2653A / 2674A — - -— -- ; I EL+26'-9 r °I 1 2659A - o C12X20.7 PL518X11 _- -- \ • 1 E_ L+26'-9 i = - NI- ,. L3X3X3/16 N EL+25'—o5r$ 2678A ----, f - • 2 7 A 2652A PL1/4X3 1/2 I _..� EL+24'-fill 2678A - PL1/4X3 3112 I v7 I C12X20.7 • i 8 PL1/4X3 1/2 I -�. / 9 / 2'-0 9 / � j 2676A J • t '� �EL+24'-5718 6'-105116 5'-6 j PL1/4X3 1/2 2678A % • • / 4 1'-0/ 3'-6 �3�4 c-1 Zs) ) � / PL1/4X3 1/2 �, PL1/4X3 1/2 c _2682A o 2678A 1 — — PIPE1 112SCH4o 4,_811/16 T PL1/4X3 1/2 , / 9 / 2-0 , 9 / , 3'-fi 3�4 `,' 2 X3X3 16 0 \� 12" extension at 2674A _ , T PL518X1 I ,' 2657A N `".,, , bottom landing EL+20'-05/8 -EL+2d-0�� � C12X20.7 ( +20'-7,314-L2-Slab ) - - -�--- - --- - - - - - - - - - - - - - - - - - - - - - - - \ ---_co-- ------- - --- ---------- ------------------- - -.-------------------------------1 ----_cd-------------r- -- ____--------------------------------------------f---------- - / 5'_211116 / 2'-9 ) 4'-811116 / 7 . . ., . 4 ti� - - - - - - - ,- __L_ �- ri. ii --‘ „.._ 4 1 -0 ._ 2685A ,_ I = :I ; 1I �` 12” ,d.I _ _ :E • • 0 . , PIPE1-1 v2SCH4b12 extension at EL 19 8518. .-2660A 2672A L3X3X3/16 • `PL5/8X12 6- I EL+19'-8518. 2661 A cc a bottom landing 2672A L3X3X3/16 -moo' . .2672A o 1'-11 4 PL5/8X12 2659A o c652 A.7 - 112, 12'-7818 1/ I / I ,' PL5/8X12 T ,, �, —-i L - � .� � _ 2675A L3X3X311 fi \ r �' 1 $ N 31121 PL1/4X3 1/2 N / EL+1618 PL5/8X12 / EL+16-661 I -' EL-F- 1 1 \ 2672A co /� 3-2 14 7/ � _ `- - 4'-0�+4 • r {--- EL+161-11/13,_ 12" extension at 12654A .- �- ; 1 bottom landing 2659A EL+16'-01$// EL+1431/2 EL+1fi' 0118 � • •2652A co PL1/4X3 1/2 __2676A r- - C12X20.7 \ • EL+13 -10 0 2678A PL1/4X3 112 0 / 7'-011116 11 41-811116 / ti 1 T PL1/4X3 9 2'-0 9 c° _P676A 112 2674A _% � I' '' 4 11-02679A . EL+13'-9 T PL5/8X11 3 6 3514 ,, ) / I Pfi /4X 1/2 �+ • • \—2676A 5-2618 7 -4 / / I /-11PIPE1-1/2SCH40 2678A _ PL1/4X3 112 4 1'_0 / / / �. 2672A PL1/4X3 1/2 / 9 / 2'-0 / 9 (5 I-12 /I PL5/8X12 j _2681A _2672A '2655A I 2674A / 3-6 1, /3514 ‘. I ,. ' PIPE1-112SCH4Q EL+9'-9114 PL5/8X12 �C12X20.7 PL518X11 I e ,. 2672A _2651A N o I _ 11 / PL5/8X12 0 ��\ / 41-6114 / M EL+9''3314 % C12X20.7 2659A 16� o EL+8711116 12' extension at i-1 - -�`- - TrEL+$ 7 I ,/ 2655A N - I CV 15 EL+8-25116 �. C12X20.7 . j-2„ EL+9' 2814 I ti ' 14. I EL+B'-25116 t = 4 1 bottom landing _ {/ 4'-7118 / 3'-8 4'-5114 / �.\ �� -EL+8'-13/1.81 , 0{ I \ I 2676A w: I EL+B'-15116 4i i 1 0 '_2683A `�' \ �, / 111 / 4 PL116A4X3 112 - • • \ 1-112SCH40 2676A 2678A �!2676A PIPE PL1/4X3 1/2 �� 2672A PL1/4X3 112 I PL1/4X3 112 [PL5/8X12 ID 1 I 2650A P678X3 112 , 9 / 2'-0 / 9 • 1I-05/8 3-4618 2659A ,[ C12x20.7 2674A 3'-6 3�4 j 2672A o . / � L3X3X3I16 o m PL518X11 Ico PL5/8X12 -1 �� EL+3'-6618 �, -� EL+3'-65/81 1 N `\ 7''77a, , N cV `D T I N ♦ EL+3-1 18 y 7�s Ir �7 2687A • / EL+3 11/ Co N I zo 1 f ,, ti . . PIPE1-112SCH40 -- • __ \ EL+3'-0118 1 `b 2678A . • + I- EL+3'-01// _� _ li � �`.` ��3 PL1/4X3 1/2 �._.e • o — _. 2676A —49 50C12X20.7 2678A PL1/4X3 1/2 En IN EL+6 PL1/4X3 1/2�, 9 2'-0 �, 9 i� 2676A N 2674A I PL1/4X3 1/2 -----_r___ t o PL5/8X11 3-6 /3814 ( +0—SSL—FFE—'190.5 )— — - — —=--- --- =-- --- — — — — - — — — — — - — � � _— -- —_--_— - - - -----. - - — - � 7'-0 / 4'-0814 i 1 I I 1 A — A B — B C — C E2011 E2011 E2011 2112 IA ERECTION NOTES 6j) - = 1 . SITE WELDED MOMENT CONNECTIONS ARE MARKED: Aik c - ' 114 x 3 Lg CSK. 2. MEMBER TO BE ERECTED WITH ASSEMBLY MARK AT TOP FACE & END SHOWN ' IA0. SIMPSON SL25300PF with a minimum of 2814 EMBED 3. COLUMNS HAVE DIRECTIONAL & PIECEMARK INDICATED ON FLANGE A — A 4. MEMBERS ERECTED TO PAINT STRIPE OF CONNECTION PLATE TYPICAL HANDRAIL 5. BEAMS ERECTED TO COLUMN FLANGES FIRST WITH BOLT HEADS WALL BRACKET INSTALLED TO INSIDE OF FACE OF COLUMN FLANGE. REF DRGS: - 6. ALL TC BOLTS ARE TO BE FULLY TENSIONED WITH THEIR SPLINES SNAPPED OFF, REV. 1 RELEASE/REVISIONS NY DATE KID PH:503-690-7990 JOB NAME: Jaguar Land Rover ALL "N" BOLTS ARE TO BE HAND TORQUED. A CUSTOM Fax:503-630-7888 Pg r: 503-237-26002600 LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 7. WHERE POST FIX ANCHORS (HILTI'S ETC) ARE USED, COORDINATE LOCATION - - A Fab 1ORING, OR97008625 SE BAKERS FERRYRD (HILTI'S � BORING, OR 97009 � CONTRACTOR: Perlo Construction WITH EXISTING CONCRETE REINFORCEMENT TO ENSURE REINFORCEMENT IS NOT "om: A - --- VERIFICATION OF DIMENSIONS, DAMAGED DURING INSTALLATION. DETAILS AND ETC...WHERE A DRAWN BY: SC CHK'D BY: MC FINISH: HOLES: AS NOTED REQUESTED,WHERE INDICATED. • IF EACH VERIFICATION IS NOT A DATE: 12/13/2018 DATE: 02/08/2019 MATERIAL: WELDS: ALL DIMENSIONS (INCLUDING LEVELS) SHOWN ON THIS DRAWING HAVE BEEN PRODUCED NOTED OTHERWISE IT WILL THEN r AND PROVIDED FOR THE ERECTION OF STEEL AS IDENTIFIED AND DETAILED BY BDS VIRCON ONLY. ANDAOCCEPTEDBYO7HEAPPROVEI . I DESCRIPTION: �oBNUMBER SHEET ISSUED FOR APPROVAL SC 02/08/2019 B THESE DIMENSIONS SHOULD NOT BE USED TO LOCATE CONCRETE OR ANY OTHER TRADE WORKS. 1 p ISSUED FOR DESIGN REVIEW SC 01/24/2019 STAIR 3 SECTIONS 1111 E2012 A\ MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08132:31am 02/08!2019 BY:BDS VIRCON (A) CAS In 75/8 ' 17'-07/8 /11818 75/8�r ' 17'-0718 3'-1018116 21116/ 31-1018116 3'-10 3'-33/8 2669A / PIPE1-11/2SCH40 / , � PIPE1-1/2SCH40'-• '1` �, 1 °- 2666Arill__ '7____&7____N____ ___________ 1 ,, PIPE1-1/2SCH40 3Q'-9 114" 30' 9 1/4" •: I c _2661A 116 2658A _ -- - o C 12X20.7 M E L+30'-9112 cr, �, ` { ( +31 '-7"1/2-L3-SIab ) -- - - - --- - - - - - --- - - - - - - - - - - - =,-- - - - - - - - -%= ----_ , - - s, , --- - - - -- ------------------- ------ - - - - - - - --- --- - - - - - --- - - - - N - - - - - - ---- 2673A o 0 T ,n o i r r r ' • r PL114X3 112 a �' \ / 31-3318 •/ I- -Iv - -- \ r ifs '� _ ! \ 2672-0 e, , I # _ _ .. = 4 _ _ :I LEL+3fl'-9112 EL+3( '-912 a, _ r ..-' l t EL+30'-9112 5'-8112 6'-5 PL518X12 \ & /16 - - - �� _ ' 2662A - _� j °° 4) 1'-0/ `9 0 \ 4'-0314 PIPE1-1/25CH4 -' �M = I o 7 3-2114 31/2 N 1..1 / / 2680A - - - - - - ,. PIPE1-1/2SCH40 EL+26'-10 • :� ' 11 f N zo 71 3'-331 . .- *'t` - - - _ j EL+26'-10 2672-0 o �'-11 I I c° 2663-0 -DI : \ EL+25'-031 / PL518X12 7 �\ / „ / �� r moo �'I VI PIPE1-1/25CH40 , -• c-� o - ` - I o � 3 10ZNI 2653-0 _ N 12 extension at EL+24 6718 _2670-0 { T / / 7 �� bottom landing o N EL+24'-6718 I I o EL+24'-6 /g; ,� C12X20.7 ` \ } of L: PIPE1-1125CH40 \ - •, '-11 4 \ • 11T ` EL+24'-5718 ri I \ 1- _ a) _ J� �i % / 3'-331'8 / � T 4< c _.2676-0 - �i k f PL114X3 112 r °. `i, ` Ny r VI `. T r ll ` T = `I [d e l; t �`, ! M 2665-0 l ` / - l `� o PIPE1-112SCH40 11E �` o `-p -I -c° o `° 2661 A 2657-0 T = L3X3X3/16 3'_331 r' r co - - - - - - r' CO"' : C12X20.7N / $ / -- a N - ; +_ N( +20'-7"3/4-L2-Slabs - - - - - - - - - - - - - - - - - - - - - - - _- _ -_--- - - - - --- _�� - - \ - -_- - -_- - - - - - - - - - - ii,.4 - -[7_ - - - - - - - - - - - - - _.. -_�. ---- --- - - _ H- --------- ---- - 1-"' -- --------- -r----- - �- It 2672-0 EL+20'-0818 : ` ; - - - - , - , EL+20'-081 - _ - _ � ='; �EL+20'-081 EL+20-0818 8 PL518X12 -2fifi0A s -a rt 2673A ° L3X3X3/16 -.r 1\' :Y = - j PL1/4X3 112 cD a 5'-11 X16 6'-5 2662A - - T / / 0 11 PIPE1-112SCH40� - - r � Co ,- 4'-03/4 - - rn 4.i 1 -0/ /7 3'-2114 /3112 nI ao ,,, `Y' c� r o - I ( ( .- 2689 /2SCH40 A 1 - EL+16'-1 /g _ - - - - - - EL+16'-11/8 to , 12" extension at i l I. CO 3-3�8 �j r"V" 1 - bottom landing ` - - ` �" 2664A • . 2672-0 o _.__ _ �_ lI CO PIPE1-1/2SCH40 C° o �`°� ' �' +� EL+14'-3112 / PL5/8X12 r 4� 5'-11 m - SII M 3'-3318 co J M -2654-0 �' oo N II / o EL+13'-10 EL+13-10 C12X20.7 o I EL+13 10 \ }_ - - --� �' 1'-11 4 t = ; \ } 2668A EL+13'-9____i ti .� 12n f — 6 t / PIPE1-1/2SCH40 2672-0 it Il — rtl ' C 3,_38 P67A 112 / PL518X12 t_ _ � / = I o 2659A j 265'1 A _ - - -- .- 1 o C12X20.7 �� �7. � - 4� o !9 - - - - .. .. - - 6 �`9 - ! ti L X3X3116 r 1 T 11 ,- 0, II M 15 • 7� I , : EL+9 9 14 co �� - - I' co N , . ;//' EL+9'-33r4 N 2667A iii EL+9'-3314 EL+9'-3314 II o • i PIPE1-1125CH40 • • i i Co 2674A »- ,,:.° -gr EL+9'-23/4co — - _ - EL+B'-23116 PL518X11 ° •- �°DiirLerr _ �- _ 2678A - , 2676A o T' -- — L8'-23/i6- 1112 , 11 2678-0 3'-331816 - - - - - { 9 2 0 9 / - co PL1/4X3 112 / � , 2671A - 12" prior to radius at , / 3'-6 33/4 ' PIPE1-112SCH40114 ___ upper landing 1 11 ... [ .-- _ -- My �� o / Ln =-001 I N Co rn • cr? PF _ EL+3'-11/8 �� N '~ -.`�' _ I EL+3'-1118 2686A N .; -12. 12 - --_-__;provide handrail \ } - ' i� ' PIPE1-112SCH40 2687-0 ti / ! \ _ -... _` PIPE1-112SCH40 b o CO - - - - - - I ! • o ■..rte -, `N = CO r - N \ r (V r' EL+6 - r7 ( +0-SSL-FFE-190.5 )`° - - - ---- • - - - - - CO --- - - - - ----- , — � ------- --------- - ___ . - - I �J �� 2684A - —I�- 2687-0 I DET. 2 PIPE1-1/2SCH40 PII?E1-1/2SCH40 D - D 4'-0314 7'-0 6'-01/8 F - F E2011 E _ E E2011 E2011 17 CORE DRILL AND , GROUT SOLID 1/8 I 1 \SMOOTH r7-- -- }- '.� 511/16V ERECTION NOTESl 1 . SITE WELDED MOMENT CONNECTIONS ARE MARKED: TYPICAL GUARDRAIL POST TYPICAL HANDRAIL SPLICE 2. MEMBER TO BE ERECTED WITH ASSEMBLY MARK AT TOP FACE & END SHOWN ° DETAIL 2 TO STRINGER WELD 3. COLUMNS HAVE DIRECTIONAL & PIECEMARK INDICATED ON FLANGE TYPICAL POST DETAIL INTO SLAB 4. MEMBERS ERECTED TO PAINT STRIPE OF CONNECTION PLATE 5. BEAMS ERECTED TO COLUMN FLANGES FIRST WITH BOLT HEADS INSTALLED TO INSIDE OF FACE OF COLUMN FLANGE. REF DRGS: 6. ALL TC BOLTS ARE TO BE FULLY TENSIONED WITH THEIR SPLINES SNAPPED OFF, REV. 1 RELEASE/REVISIONS BY DATE Fax:PH:503-630 5p3630-7990 JOB NAME: Jaguar Land Rover -7888 ALL "N" BOLTS ARE TO BE HAND TORQUED. A CUSTOM Pgr: 503-237-2600 LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 7. WHERE POST FIX ANCHORS (HILTI'S ETC) ARE USED, COORDINATE LOCATION - A Fab 18625SE BAKERS FERRY RD BORING, OR 97009 CONTRACTOR: Farb Construction WITH EXISTING CONCRETE REINFORCEMENT TO ENSURE REINFORCEMENT IS NOT NOTE: /� VERIFICATION OF DIMENSIONS, DAMAGED DURING INSTALLATION. DETAILS AND ETC...WHERE A DRAWN BY: SC CHK'D BY: MC FINISH: HOLES: AS NOTED REQUESTED,WHERE INDICATED. IF EACH VERIFICATION IS NOT A I DATE: 12/13/2018 DATE: 02/07/2019 MATERIAL: WELDS: ALL DIMENSIONS (INCLUDING LEVELS) SHOWN ON THIS DRAWING HAVE BEEN PRODUCED NOTED O EDOTHERWILUDED OBEILLTHECORRECT, � � DESCRIPTION: JOB NUMBER SHEET AND PROVIDED FOR THE ERECTION OF STEEL AS IDENTIFIED AND DETAILED BY BDS VIRCON ONLY. AND ACCEPTED BY THE APPROVER. ISSUED FOR APPROVAL sc 02/08/2019 THESE DIMENSIONS SHOULD NOT BE USED TO LOCATE CONCRETE OR ANY OTHER TRADE WORKS. I STAIR 3 SECTIONS 1111 E2014 A ISSUED FOR DESIGN REVIEW SC 01/24/2019 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:32:35arn 02108/2019 BY:BDS VIRCON IA / 12'-83/8 3-6' 33/4 3'-11114 215/16 4'-4 215/16 3'-11114 i , / C 2663A2670X1 2665A N, PIPE1-112SCH4O PIPE1-1/2SCH40 f PIPE1-112SCH40 1 1/41> 2678A _ 67 A 1 ` APPROVER PLEASE 14 PL114X3 112 ADVISE IF EDGE PLATE 114D 4 No. 314 0 x 7Lg. 8 or , TO TO EXTEND 1" 1 1/4� SIMPSON STRONG-BOLT 2 - - r 1 N -. - with a minimum of 5 14 EMBED ABOVE SLAB 1/4/ ' 7\i' _ 3116 D TYPE 1:) N= - I co L) co \ 31 D 41T511sv -. „ ,_ .,CV i_c_,„ 14/ c, \ , , .- c� � _ ., ,,,,, ,___ 71 , - . . l � � � _ =. cv 3116 2678A _ _ 'CO PL5/8X12 - 2672X1 _N;, _ - - z I T -. 1 �' 3116 PL114X3112 �, �, 2674 A 112 r`� _ +� - - - '_ 2675X1 Till_7<,/ PL1/4X3 112 2659X1 a "' _ - " _2673X1 2657A I 'R �'.2675A 1/4 ,5/16 Co L3X3X3/16 - - co 5116 114 PL114X31/2 C12X20.7 PL114X31/2 2672A 2672A PL5/8X12 47/16 39/16 39/16 47/16 PL65/8X1 2 E PL5/8X12 ' or = = I E - E " D - D D `t . 33/4 3'-6 5'-0718 3'-6 33/4 C - d- G - G E2011 co \_2655A rco c C12X20.7 , IEco , 121-81/2 / 2676A IA \ 2672A 2// 8'-43116 215/16 3'-11114 PL1/4X3 1/2 PL5/8X12 2669A 2666A DETAIL 1 ` PIPE1-1/2SCH40 / PIPE1-1/2SCH40 E2011 1. ,, ' ., L cg 3' 6 33/4 APPROVER PLEASE x • ; e, ADVISE IF EDGE PLATE TO TO EXTEND 1" D 5�1s TYP 3'-6 33/4 STRINGER BACK OF CHANNEL ABOVE SLAB I- TO HSS 1i41 I ! K K „ 1i-E-7 6114 1314 - 3� 2672A �\ = 11; - - - - - ' - - - - - N= 111$ 6X18 PL5/8X12 N\ +11 r + N: 2678A SEE SECTIONS PL1i4X3 1/2 _� � � - _ � c� �� rJ Nl " 2673X1 2675X1 2678A PL114X3112 2658A _7 PL1/4X3 co , PL114X3 1124 �- - - - / 1/2 - - - _ . _ _ _\___ 2672X1 2672A 7 , �1 N a CD - - E' E3 �t PL5/8X12 PL5/8X12 ,- co .pj c, ,, ,i. ., 1 , _ , . . \ _. ,,,, . ... .." __ _ , - : EJ N—� � I o r 0: I. ' 2659A \ 2676X1 E2011 L3X3X3116 PL1/4X3 1/2 No WELD 2 No. SIMPSON STRONG-BOLT 2 _I r, Tv with a minimum of 43/8 EMBED OO OC 4No. 3/40x 7Lg. , r�1 SIMPSON STRONG-BOLT 2 3116 FACE OF with a minimum of 51/4 EMBED 65/16 3/16/ SHEAR PLATE 2674A MIN CLEARANCE 37116 PL5/8X11 BETWEEN PLATES FIELD MEASURE TO VERIFY 95116 2'-0 9 33/4 ,' � NOTES 1 , WALL PLATES LOCATED TO SUIT BOLT INSTALLATION REQUIREMENTS, TYP. 2, SEE SECTIONS FOR LEVELS 3, TYPICAL FIELD WELDS. U.N.O. A - A FOR LEVEL 4 No. 314 0 x 7Lg. SEE SECTIONS -SIMPSON STRONG-BOLT 2 FOR LEVELwith a minimum of 51/4 EMBED SEE SECTIONS , = _ D CO © 1 * STRINGER 1/, TO HSS 1/4 r 2676A 1 PL114X31/2 I: _ = = C - C 3116 3/16,/ ERECTION NOTES PL5/8X12 x ' ''516 1 . SITE WELDED MOMENT CONNECTIONS ARE MARKED: A B - B 2. MEMBER TO BE ERECTED WITH ASSEMBLY MARK AT TOP FACE & END SHOWN V 3. COLUMNS HAVE DIRECTIONAL & PIECEMARK INDICATED ON FLANGE 4. MEMBERS ERECTED TO PAINT STRIPE OF CONNECTION PLATE 5. BEAMS ERECTED TO COLUMN FLANGES FIRST WITH BOLT HEADS INSTALLED TO INSIDE OF FACE OF COLUMN FLANGE. REF DRGS: 6. ALL TC BOLTS ARE TO BE FULLY TENSIONED WITH THEIR SPLINES SNAPPED OFF, REV. RELEASEIREVISIONS BY DATE PH:503-630-7990 JOB NAME: Jaguar Land Rover Fax:503-630-7888 ALL "N" BOLTS ARE TO BE HAND TORQUED. n CUSTOM Pgr: 503-237-2600 LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 7. WHERE POST FIX ANCHORS (HILTI'S ETC) ARE USED, COORDINATE LOCATION -IA Fab 186255EBAKERS FERRY RD WITH EXISTING CONCRETE REINFORCEMENT TO ENSURE REINFORCEMENT IS NOT NOTE _ BORING, oRs7oos CONTRACTOR: Perla Construction n VERIFICATION OF DIMENSIONS, { / \ DRAWN BY: CHK'D BY. DAMAGED DURING INSTALLATION. DETAILS AND ETC... WHERE A i SC MC FINISH: HOLES: AS NOTED REQUESTED. WHERE INDICATED. IF EACH VERIFICATION IS NOT A DATE: 12/13/2018 DATE: 02/08/2019 MATERIAL: WELDS: ALL DIMENSIONS (INCLUDING LEVELS) SHOWN ON THIS DRAWING HAVE BEEN PRODUCED NOTED OTHERWISE ITWILLTHENQ DESCRIPTION: JOB NUMBER SHEET AND PROVIDED FOR THE ERECTION OF STEEL AS IDENTIFIED AND DETAILED BY BDS VIRCON ONLY, NDACCELUDEDTOBECORRECT. AND AccEPTED PY OT HB APPROVER ,L ISSUED FOR APPROVAL SC 02/08/2019 THESE DIMENSIONS SHOULD NOT BE USED TO LOCATE CONCRETE OR ANY OTHER TRADE WORKS. STAIR 3 DETAILS 1111 E2015 I 0 ISSUED FOR DESIGN REVIEW SC 01/24/2019 MODEL NAME: 18-0295-001-Jaguar LR PLOTTED: 08:32:39am 02/08/2019 BY:BDS VIRCON GRID LOCATION BILL OF MATERIAL A112-1 1 SHIP PIECE NO.OF DESCRIPTION LENGTH REMARKS GRADE FIN ON TOP OF\ MARK MARK PIECES FEET i INCHES FLARE WELD/ 1/41/ 2650A 1 STRINGER 1 SIC - HSS TO CHANNEL I\ 11 2650A 1 C12X20.7 4'-6 1/2" A36 3'-9 4'-61/2 Nom\ 4 V a7 1 L3X3X3/16 3'-9 5/16" A36 F1a8 1 L3X3X3/16 3'-0" A36 89/16 25/1. 31-4 1 ( p346 a80 2 L3X3X1/4 9" A36 IC 49/16 6 CJP, 3 SIDES / 4L:_, / ' $ 4 _ I 3/16 V m118 1 C12X20.7 4'-7 1/4" I I A36 3/16 V4 CUT N/S FLG /(2) /16 :11 " EXP ANC1 C NO PAINT NO PAINT 11/2 3 m119 I 1 C12X20.7 4'-7 1/4" ( A36 3/16 V p33T 1 - /ONTOPOFON TOP OF FLUSH TO WEB / / / ( 0327 ) 5327 ~ ` \ �m118 ) ( m120 ) FLANGE FLANGE ( 0315 ) ( m120 ) m120 1 C12X20.7 4'-6 1/2" A36 -. l i Im121 I 1 HSS6X6X.313 4'-4 3/16" A500-GR.B CO 1 _ `� — — — 1 _ I ( \ \ / ,• a - _ _ `4 _ — y /CENTERED ` � • 0188 I 1 PL3/16X5 5/8 5 5/8" A36 01 -crit.L3_ cy-) ' �� 0315 1 PL1/4X5 5/8 5 5/8" A36 P I \ ; 11 d i r , /II 7 -—- -— - --———-—-—-—-—-—-—-————7:—- —- ( 0188) _/ - "- - - -_ m121 ) B p327 2 PL1/4X2 11/16 7" i A36 ( a80 - � m121 � �' CENTERED I� 39/16 8 ( 0346 ) p331 2 PL3/8X3 11 7/16" I A36 / / p339 1 SHTI4GAX6 3/4 3'-6" I A36 II II p345 1 SHTI4GAX3 1/2 3'-6" A36 � II �I II p346 1 PLI/4X2 5/8 4" A36 ,% co � 0339 ( 0348 ) ( 0347 ) ( 0347 ) II ( 0345 ) � I p347 2 SHTI4GAX21 5/16 3'-6" A36 d ( ) ( D379 ) �� �' in in / / / / I�/ c? ch I 0348 I 1 SHT14GAX21 5/16 3'-6" I A36 ( a8 ) M �� 11 u 51� 11 1 I p379 I 1 SHTI4GAX21 5/16 3'-6" I A36 i lI /ILL ...e D - D 1`'0 / " TOTAL WEIGHT THIS DRAWING (lbs) = 663 37 it II 7a, 39/16 8 II ;cANcp - ( 0345 ) Ca80 ) 6 `P ``N 11/2 11 �1 , - .../ 2"-12" / /8V Firmkci \ ), • , I!i(NNI- vli / "II , i -). \ 0327 {m119 ) CJP, 3 SIDES N / - - r.,' D ( 2650A ) F 3 3 3 `s' ,! a8 0331 11 118 V 11/2'/ ., 1�V 1111 (0379 ) ( 0327 (2)-11/16 0 EXP_ANCI " 1 • 3/16 V - 3/16 V 49/16 6 25/16, / 4 3'-95/16 ,27/8 \ 'fir E - E C — C C 1 - - - 1/8V 11/2 3-9 ! 4-6 /2 \ A — A 2315 \\ 3116 V\3 SIDES 1/8V 11/2" / 49/16 / 6 DETAIL 1 TYPICAL WELD DETAIL 8'-31/2 / / 8'-31/2/ / 3'-9 4'-61/2 31-9 A 41-61/2 25/16', ) 4 / 3'-95/16 / 2718 65/8 3'-117/8 1 RD .flpl(6 \ / 41-5 /11/2 65116 4'-5 11/2 ,�,� 1 41/16 NO PAINT �� 3/16 N N.** 6 �/ 33/13 3/16 . 1\`16 % , �51� TOP FLANGE _ (1c.nJ ,�.0 1' 3/16 ;—A---- 3 11 11 ,�.0�1� 1/2 a8 (F/S)1 ( 2650A ) / %16 D 2,1-12" 7--\.1 / 3/16 �'�1'�6 51� JNO PAINT (2} 131160 A325Nti: / ,' LFAR SIDE ,*\q) \ ., '' /1'_ \ J c�\\ 1 --\ , 3514 ''C - ---N' N --_ ' ' M\ i° (3}-13/16"0 A325NN. 916 ' ' - \ � ,� I N 3'11 ti ! �, ( rn121 ) \ 1/8 V f 49/16 3/16 l t- N 61� ,,0�1� J 316 a7 (F/S)J NO PAINT �eP' - ' f — 3 1 16 V CUT N/S FLG 3 ON TOP OF ' - / 311 ( 0315 ) FLANGE I - 1> ( p188 ) 61/2 25/16 0\q:, w FLUSH TO WEB ' ' -� CO i I 1 I f -- I� 2 116 , N. fir- \ 3/16 4'-43/16 1/4 \ co (0 co I 1 ;P 12 0-- - 1 z. ti " I- 1 ( m119 ) - 1 coi___ N co ( 0327 ) 3/16V \3 SIDES _ DET. 1 ( 0331 ) 49116 6 /49/16/ 6 / i i i 1fl B — B ONE - STRINGER - 2650A 1 SIC STD. SHOP PRIMER SHOP NOTES REF DRGS: E2011 1. 0 INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE PH:503-630-7990 PIECE MARK TO BE LOCATED ON TOP FACE &AT SYMBOL U.N.O. . Fax:503-630-7688 JOB NAME: Jaguar Land Rover A - C CUSTOM T O M Pgr: 503-237-2600 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. A Fab 18625 SE BAKERS FERRY RD LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, BORING,OR 97009 CONTRACTOR: Perlo Construction NOTCH-FREE TO A 1/2" RADIUS (MINI). NOTE: A `" 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX DETAILS AND ETC...WHERE A DRAWN BY: SC CHK'D BY: MC FINISH: 1 S/C STD. SHOP PRIMER HOLES: AS NOTED REQUESTED,WHERE INDICATED. 6. W&WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT Z . DATE: 01/21/2019 DATE: 02/08/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES CHANNELS ARE VIEWED WITH OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN AlBE CONCLUDED TO BE CORRECT, / DESCRIPTION: JOB NUMBER SHEET FLANGES NIS TO MATCH NC DATA, TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. • AISSUED FOR APPROVAL SC 02/08/2019 STEEL PIPE: A53 GR-B Type E or S ISSUED FOR DESIGN REVIEW SC 01/2412019 STRINGER 1111 2650A AX MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:40:05am 02/08/2019 BY: BDS VIRCON GRID LOCATION A-B/12-1 1 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH MARK MARK PIECES DESCRIPTION FEET (INCHES REMARKS GRADE FIN 2651A 1 STRINGER 1 S/C 2651A 1 C 12X20.7 7'-0 118" A36 a8 1 L3X3X3116 3'-O" A36 a74 1 L3X3X3/16 6'-2 7/16" A36 m126 1 C 12X20.7 7'-0 1/8" A36 m127 1 HSS6X6X.313 6'-911/16" A500-GR.B 13/8f ! 7 2'-0 '-01/$ m128 1 C12X20.7 2'-611/16" A36 , / 3'-01/4 / 3'-1171$ m129 I 1 612X20.7 2'-7 7/8" 1 A36 I 53/$ 3718 1'-1071$ 37/8 L 2 /16 3'-4 1 25/$ p312 I 1 PL1/4X2 11/16 3 5/8" A36 lB CJP, 3 SIDES f f 21/$ , /T ' p315 I 2 PL1/4X5 5/8 5 5/8" A36 43/4 T R PAINT ! p317 I 1 PL1/4X2 11/16 4 1/2" A36 -! _ NO ON CUT N/S FLG i 4 I ( D317 ) 3/16/ p51 m12$ ) TOP FLANGE �" FLUSH TO WEB p341 1 SHT14GAX21 7/8 3'-6" A36 1161/ ( m126 ) / r 1, �/ / 1 6 1, `� p342 1 SHTI4GAX23 9/16 3'-6" A36 1 „ r \ -41.] _ , ., I ! 1,...1.2 „ �\ 1\4r _ //.\ti vyv _ _%.� l p345 1 SHTI4GAX3 1/2 3'-6" A36 I - - - - - - - - - - - -" - - - - - - - - - - - - - - - - -/- - M col p346 1 PL1/4X2 5/8 4" A36 itiZ II \-- 1 1 , qv‘b351 1 PL1/4X3 4 9/16" A36 /16 V p 3 ii \NOPAINTON NO PAINT ON I 4 I ( ( , 3/16 D IITOP FLANGE ( m127 ) TOP FLANGE >,5M6 p352 1 PL1/4X2 3/8 = 3" A36 II \ 3/16 TOP FLANGE 6 -0 TOTAL WEIGHT THIS DRAWING (lbs) 663 II 3/16 / / II — 11 1 II ( 0345 ) / II f� �j ( 0342 ) ( o341 ) I1-''f 2 � J >t'�1\`) '9 ../ lI co (9 '9 '\ r 44\ _ 118 V 2"..12" En i'," II Zh cn ch % ' 61� ( 0345 ) II 101/2 1 r ' E i+ E_t r r 1$1/ -: 7 II ( a8 ) . 1$/ a8 ii V II rr / i 60341 ) II 3/16 6 6 r �• `° \ E - E r r / / / II ,'*:5---; ' r %' 1/81/ 11/2 p52 1 3/16 �a74 ) II 1 rr rr • - - - -� 11 - - _ � - _'t— cit rr rt.417 11 Ll 2 — \ \ \ --...- I/8V 11/2" 3/161/ ( m129 ) ( 2651A ) C - C D - D " 3/161/ 3116 ( o312 ) D v it , / lB CJP, 3 SIDES DB - B — 27/16 43/8 6'-27116 2718 TYPICAL WELD DETAIL 2'-13/8 7'-01/8 / / 2'-0 7'-011$ 1, 1 /' 6-105/$ i1/2 co) 3'-0114 3'-117/8 / 2'-1318 f 7'-0118 I / / / 6'-105/8 11/2 , Ik`�'`gO �,0'\*\6 115/16/ 2511 3'-4 1 25/8 9��6 2, 531$ 37/8 1'-10718 4118 27/16 6'-27/16 2 /g / f f / �' '�6 �5��6 147/16/ / / ��`�� /16/ NO PAINT ON ..5 ,0 ,,9- 27116 TOP FLANGE --\ 2 '� =/9116 2'\\`L -`� `N �� / NO PAINT ON r______ ______3 ..7 Z-TOP FLANGE NO PAINT ON 6 '�" r co r)\ '�\� - 9 1 N\ NO PA NTGE NO PAINT ON N 2NV\ CO '0, A� QP\ % ' I -4- FAR SIDE /1TOP FLANGE o0 11 i - -- _ - -t M 42 3 ,�� - -i' 3 CO I AI ' 7i1 I� I I -- I 07 COQ L _ _ _ _ \ \ , % ' 3/ .� //3 -13/16"w A325N rr I ( 1 to �m127 ) `�( p315 ) M 16 2 12 I\ / �. r rr (2)-13/16"D A325N ` " n ( p315 ) CENTEREQ 33/ 3 3/16 V 2 -12 I I rr/1/41 ! 23/16 K. r. — — — — — — $ 3 1$ r;rn' CENTERED — �` - CUT N/S FLG 3 \ „r r 1 , 6'-911/16 1/4 1/8 V �r \ C\I FLUSH TO WEB I / I rr 12 � � L_I - --- ------------- I NO PAINT 6 NO PAINT 3�% DET. 1 FAR SIDE 1,� 13 1 1 ALL AROUND' ON TOP OF 4 /16 , 4 3/ 16 NOTCH SIDES H BOTH f / /215/16 A - A ONE - STRINGER - 2651A 1 SIC STD. SHOP PRIMER SHOP NOTES REF DRGS: E2011 1. 0 INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. I REV. I RELEASE/REVISIONS BY DATE -_-_ PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT * SYMBOL U.N.O. I A g CUSTOM Fax:503-630-78882600 9 =- Pgr:503-237-2600 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. I I -= _ LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, Fab 18625 SE BAKERS FERRY RD - __ BORING,OR 97009 CONTRACTOR: Perlo Construction NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A DETAILS AND EEG...WHERE DRAWN BY: SC CHK'D BY: MC FINISH: 1 S/C STD. SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX /\ REQUESTED,WHERE INDICATED. 6. W& WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/21/2019 DATE: 02/07/2019 SURFACE PREPARATION:SP-2 WELDS: SEE SHOP NOTES CHANNELS ARE VIEWED WITH OTHER SHAPES & PL's: A36 orA572-50 NOTED OTHERWISE IT WILL THEN AlBE CONCLUDED TO BE CORRECT, ! DESCRIPTION: JOB NUMBER SHEET FLANGES N/S TO MATCH NC DATA. TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. ISSUED FOR APPROVAL SC 02/08/2019 STEEL PIPE: A53 GR-B Type E or S STRINGER 1111 2651A A 1 A ISSUED FOR DESIGN REVIEW SC 01/24/2019 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:40:08am 02/08/2019 BY:BDS VIRCON GRID LOCATION BILL OF MATERIAL A/12-1 1 SHIP PIECE NO.OF LENGTH MARK MARK PIECES DESCRIPTION FEET (INCHES REMARKS GRADE FIN 2652A 2 STRINGERS 1 S/C 2652A 2 C12X20.7 5'-2 1/8" A36 a8 2 L3X3X3/16 3'-0" A36 a73 2 L3X3X3/16 4'-4 3/4" A36 / 3'-10 5'-21/8 •� / m130 2 C12X20.7 5'-21/8" A36 B m131 2 HSS6X6X.313 4'-11 11/16" A500-GR.B C3 m132 2 C12X20.7 4'-8 9/16" A36 43/4 C CUT N/S FLG 4 D m133 2 012X20.7 4"-9 11/16" A36 ( D317 ) 3/16 V / / FLUSH TO UVEB 6 5312 2 PLII4X2 11116 3 518" A36 8/16/ / ( o344 ) / / p315 4 PL1/4X5 5/8 5 5/8" A36 -_�T [ _ _ l� _ - _ _ // � / / I p317 2 PL1t4X2 11116 4 1/2" A36 - 11/2// M ` ( 3 / p341 6 SHTI4GAX21 7/8 3'-6" A36 I / _k_2_, ItIA II / / _61 M p342 2 SHTI4GAX23 9/16 3'-6" A36 3/161) '/ `k\II 3/16 - , p344 2 PL1/4X2 15/16 4" A36 3/16 II 3/16 N 4 p345 2 SHT14GAX3 1/2 3'-6" A36 II 3 u 116 V p349 2 PL1/4X3 51/8" A36 II 6 p350 2 PL1/4X3 6 3/16" A36 II / / r\5\N co II (a8 ) ,�.Q TOTAL WEIGHT THIS DRAWING (lbs) = 696 r, II /' a' ( p342 ) ( p341 ) ( 0341 ) ( D341 ) II ( x345 ) Ce) / / / / II c%7 11 ' ,,1 f 37, l ILL ii in "61 \\V\q) ,--", ' --15, ii ,2 r II . ' r ,- 6) 1/8V 2"-12"II / 101/2 / ,.1 % - ' ( p345 ) r u \ �t,- II CD / 1181/ /3/16 V -- ' [-/ - 1 - - - - II / 6 I, / 6 , a' /N i 1111 - - - - '1 1 �} �p341 ) a8 3/161/ i I 1C - - - - �� - - - - - - -- - - - - -� L (.0 318/ 012 1 , I _ , r I ,� 1 \ /% 181/ 112 E — E 16 ( ) ri..4=iii 4- _._. .\ d5r- it i i ..-,--'----- B B 81161/ C D C — C D — D c., —� I 00-L1/8/ of B_Itot 27116/ / 4 / 4'-4314 /27/8 %' 3'-113/8 / 5'-21/8 / / 1215/16 DETAIL 1 TYPICAL WELD DETAIL 9'-11/2 3'-10 5'-21/8 / / / / / 3'-113/8 5'-21/8 1'-21/4 3'-117/8 / / / / 27/16/ / 4 / 4'-43/4 / /27/8 \\,z, / 5'-05/8 / 11/2 tx QP` �01�6 115/16 , 25/16 31-4 �1/ 25/8 ,�\,� , • 5'-05/8 11/2 \4. NO FAINT NO PA NT coNO N \6 9/16 ; Ix' ANO) ,ANqi 9/16 ,.41/16 ON TOP PAINT ,�\,�6 r- - - - (3)-13/16"at A325N •,��\'\� V 6 ( m130 ) ( ra344 ) �,g>\ 6 a8 (F/S), ( 2652A ) 13 �,Q� \� >a - - NO PAINT ,,,��g >\5\� � \ M _ _ - - - - ON TOP NO PAINT '� co �t \ w 7 NO PAINT /k. ON TOP \ i c^) ,066, CJP, 3 SIDES SIDE �l Q\4J\'`6 1J_ I L J ' I� \ 7FAR 707.7 �bi � - - I � 1 _ _. - - - ri c) \,1\6 — ---- r »� _� __- - _ tO '� a73�F/S , 3 ,� 3'�\a� �1Q �.2 ;;' {2)-38116"p A325N-� �� P315 ) kn 5\'� 3/ T /16 2 12 - I F m131 CENTERED ZNI ,1 =R x /3 8 3SIDES ��_ ,�<CJP, 3/16 2 12 I CENTERED { , I . `LN\\� i� CUT N/S FLG 3 I ' 1 1/ 1/8 f lil FLUSH TO WEB 5317 \ I I �/ 4 - I „, �yc_o co ` 1 % 23116 , 4'-1111!16 114 �L7 11 \ , r - r ii' /I / M r �ch� cv J ' — —Ir 12 '� �\ i„. ' 1 `" o ( p312 ) / °' °° ( m132 ) M I ( m133 ) NO PAINT • �- ------------ FAR SIDE 1" ,�\'��O NO PAINT BOTHy"I \�� 349 DET. 1 ON TOP OF 6\ 5350p ) SIDE 1" ALL AROUND NOTCH NOTCH Ng\'\6 413/16/ / 53/8 , 215/16/ / 51/8 / A — A 2 - STRINGERS - 2652A 1 S/C STD. SHOP PRIMER SHOP NOTES REF DRGS: E2011 1. 0 INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT * SYMBOL U.N.O. A . CUSTOM Fax 503-630-7888 g s Pgr: 503-237-2600 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, A _ Fab 18625 SE BAKERS FERRY RD NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: A - BORING,OR 97009 CONTRACTOR: Perla Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A DRAWN BY: GHK'D BY: 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX DETAILS AND ETC...WHERE A I SC MC FINISH: 1 S/C STD. SHOP PRIMER HOLES: AS NOTED REQUESTED,WHERE INDICATED. 6. W&WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/21/2019 DATE: 02/07/2019 SURFACE PREPARATION:SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 CHANNELSAREVIEWEDNOTED OTHERWISE IT WILL THEN WITH BE CONCLUDED TO BE CORRECT, A I DESCRIPTION: JOB NUMBER SHEET FLANGES N/S TO MATCH NC DATA. TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. I A I ISSUED FOR APPROVAL SC 02/08/2019 I - - STEEL PIPE: A53 GR-B Type E or S STRINGER 1111 2652A /B\ I A ISSUED FOR DESIGN REVIEW SC 01/24/2019 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:40:11am 02/08/2019 BY: BDS VIRCON GRID LOCATION A-B/12-1 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH • MARK MARK PIECES DESCRIPTION FEET (INCHES REMARKS GRADE FIN 2653A 1 STRINGER 1 SIC 2653A 1 C12X20.7 5'-7 15/16" A36 - a8 1 L3X3X3/16 3'-0" A36 a75 1 L3X3X3/16 4'-10 5/8" A36 7'-61/16 5'-7116 m134 1 C12X20.7 9'-1 11/16" A36 / / 43/4m135 1 HSS6X6X.313 5'-5 1/2" A500-GR.B f( p319 ) CJP, 3 SIDES CUT N/S FLG 4 D 6 m136 1 C12X20.7 j 5'-7 15/16" A36 B ( m137 ) (\ Cm136 ) C / / / 3/16 V — FLUSH TO WEB I 11/2 1 3 m137 1 C12X20.7 9'-1 11/16" A36 ( 21 I11 __ _ _ _ _ _ _ _/� .1( 1 I ftI\ f I p315 2 PL1/4X5 5/$ 5 5/8" A36 .� �. \ p319 2 PL1l4X2 11/16 I 4 7116" A36 tiL \1/8 V `� p341 7 SHTI4GAx21 7/8 3'-6" A36 N f p342 1 SHTI4GAX23 9/16 3'-6" A36 3/16 D �„ �`'\ 3/16 ( m 135 ) 3/16 ii 3/16 3/16 V 4 { p34�) p345 1 SHT14GAX3 1/2 3'-6" A36 it $a8 ) — 6 p346 1 PLI/4X2 5/8 I 4" A36 ( D345 ) I TOTAL WEIGHT THIS DRAWING (lbs) = 1039 � / / / D342 ) (0341 ) 0341 ) (0341 ) ( o341 )/ D341 ) (D341 ) D341 ) I en M in u tg._ M M Nc)v\6 •,0 3/16 3/169 11 � 1 j Ii a75 ) 101/2 1 '� '' ii e — / r ( 9345 /8 V 2"-12" 6 r / f co . ...„ 6 1� / I CS�j . jB ( m134 ) CJP, 3 SIDES ( 2653A ) LIIH ;31/8 / 1�V \ a8 3/ — D tV r} /Ns 1/8 V 11/2, ( 9341 ) 16 V 4314 ( 0319 ) (; 1 1 D - D E - E B - B t+7 r i . 7'-61/16 5'-715/16 N\ �' , -- 1/8 V 11/2�� / i N N \� . 1/8 V 11/2,3 r -- . DETAIL 1 TYPICAL WELD DETAIL 7'-61/16 5'-715/16 / g\'t 5'-67/16 11/2 7'-61/16 / 5'-71 X16 6 ���6 27/16/ ' 4 / 4'-105/8 , 27/8 1, 9/16 g\Nq) / /5'-67/16 11/2 6 ' N5\Nb \ 33/8/ ) 11-09/16 41/16 25/13 3'-4 1 25/8 �\,0�\5\N ( 2653A ) V 9/16 1{5/16 NO PAINT N 43�� �- M\ t,015\�g .,'teq / 2 NO PAINT /ON TOP -0 -* M Z '�ON TOPm136 ) \*\cp 1 - �_ \ - -\- - �- i-s \ ��16 N NO PAINT K. MON TOP g' , 0,N3\'�t3 ��\N6 � \ J i '\,0 -- L �� NO PAINT NO PAINT 0, �,0 , .,-- �,�' ` - - - ,�,��'�\�� D'�\!� ,t . , SIDE QN TQP TN6 / I , a751F/51,; ` 3/16 2"-12" •.g� R, � 40\\6 Q e /=-FAR - - - - - - \ r014J\� z— _—�I 33/8 3/16 2"-12" `a '� �JQ , ' -- �'� 1 , ,,- d CUT N/S FLG 3 6 ,�c,\,�6 __. —;14'<--: 1516 /'� �' FLUSH TO WEB I ,,0 26 _ 1b\7 (2)-13/16"0 A325N-� 1/81/ �,0zz '� ( p315) ( m 35 ) I i \ (V 33/8 ��\�� -- ' 23118 CENTERED — p315) / .,0 -- % CENTERED ,�.0\ \'� —=zzz '1bi`�\Ik ` .� f : 1�V 1/4 , 5'-5112 1/4 / / N Q r_ -- °u `II * I:i \ >" , -' dd / ,- 1V6 %rift r r ' / 7.°# 1 c--------1 . -- --, /AP. r51\c6 r ______ _ ,,1(5% \ , I7-7 -- , --- - �_i 12 '901 \ .- '-'' i \ ( m134 ) N 31 N � V % ( m137 ) i ✓ ' NO PAINT FAR SIDE I -%�� I 1 . 1 ALL AROUND '\ 3 N '�319 1 ' ,- / -,-- NOTCH ONE ST NG ER — 2 53A NO A"ALNT L AROUND L___/-- SIDE _____________ NOTCH ; 3/ DET. 1 1 SIC STD. SHOP PRIMER A - A SHOP NOTES REF DRGS: E2011 1.® INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. + RELEASEJREVISIONS BY DATE - PH:503-630-7990 JOB NAME. Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT * SYMBOL U.N.O. A --_- = Fax 503-63oasss 9 Pgr•. 503-237-2600 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. _ CUSTOM LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 A Fab 18625 SE BAKERS FERRY RD 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, A BORING,OR 97009 CONTRACTOR: Perlo Construction NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, AI DETAILS AND ETC...WHERE I DRAWN BY: S(� CHK'D BY: M(,; FINISH: 1 SIC STD. SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX A REQUESTED,WHERE INDICATED. 6. W&WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT AI DATE: 01/21/2019 DATE: 02/08/2019 SURFACE PREPARATION:SP-2 WELDS: SEE SHOP NOTES CHANNELS ARE VIEWED WITH OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A DESCRIPTION: JOB NUMBER SHEET FLANGES NYS TO MATCH NC DATA. TUBE STEEL:A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. ISSUED FOR APPROVAL SC 02/0$12419 STEEL PIPE: A53 GR-B Type E or SISSUED FOR DESIGN REVIEW SC 01/24/2019 STRINGER 1111 2653A A\ MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:40:14am 02108/2019 , BY: BIDS VIRCON GRID LOCATION A-B/12-1 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH MARK MARK PIECES DESCRIPTION FEET INCHEs REMARKS GRADE FIN - 2654A 1 STRINGER 1 SIC 2654A 1 C12X20.7 5'-10 5/8" A36 1318 , 13'-45/8 / a8 1 L3X3X3/16 3'-O" A36 a79 1 L3X3X3/16 5'-1 5/16" A36 C 7'-6 5'-105/8 / m155 1 HSS6X6X.313 5'-8 3/16" A500-GR.B m156 1 C12X20.7 9'-1 3/8" A36 E / 6 m157 1 C12X20.7 5'-10 5/8" A36 3/16 V 41/2 3/ CJP, 3 SIDES>N ( m157 ) D FLUSH TO WEB 1 CUT FLG 4 6 / 4611/2,,r m158 1 C12X20.7 9'-0 1/4" A36 16V ( m158 ) _ \ ( p3 ) 3 ( 0349 ) f /� p312 1 PL1/4X2 11/16 3 5/8" A36 _ J-1 i - - - - - - -� ', - - - — ��— — — — — /A — — — _ _ _ _ IA— — — — — — �'----- vi �� p315 2 PL114X5 5/8 5 518" A36 p317 1 PL1/4X211/16 4 1/2" A36 tiL. \_ __L14 3/16 V4 f p341 7 SHTI4GAX21 7/8 3'-6" A36 ( 0317 ) 3/161> /�' 3/ / 11, 3/16 ° 3 II / — p345 1 SHT14GAX3 1/2 3-6 A36 II p346 1 PL1/4X2 5/8 4" A36 (9 � (9 o342 ) ( x341 ) ( 0341 ) i p341 ) ( p341 ) ( P341 ) ( P341 ) (�o341 ) ( 0345 ) p349 1 PLI/4X3 5 1/8" A36 "? t'>7 M C") M p350 1 PL1/4X3 6 3/16" A36 in II fB uJAI TOTAL WEIGHT THIS DRAWING (Lbs) = 1053 li ii 3/16 D.7 6 6 O,.(0\'‘b / ,� II /16 (a79 ) 1 " 11 11 i 1 V.). 1/S V 2"-12" ( p312 ) 'I7.---/----7 r - / ' r - 1,,e - -c.1- . L .. 1,104 L r 0 r -1- ,, ,, ri ., 14,1 I ,./---- _ \ D - D �'2 101/2 1 r -- ' �'p .. ( 0345 ) 0350 ,) 3/16 V ( m156 ) CJP, 3 SIDES ( 2654A ) D T E E - r r a8 ' ' 3/16V 31/16 , / —'- /8 315/16 Ic / 1V / / 61/2 5'-15/16 27/g 1 / ( 0341 ) N / � ; r ).7< B - B C - C rr r r rr 7'-73/8 5'-105/8 co r r rr c�\ r r r r r 1/8 V 11/2" r r !j I r r c`J rr d' N\ I . r r rr Li 1 r _,co rr 1/8V 11", CO rr of .. r r 7-7318 5-106/8 / DETAIL 1 \,�� / 5'-91/8 / ,11/2 TYPICAL WELD DETAIL 't`�tt 27/16/ / 4 / 5'-15116 27/8 / ' ' 7'-6 :, :I8 -9% 11/2 r / / � q) 1'-103/4 I, 3'-117/8 '0 • ( 2654A ) • , N j / 33/8 , 1'-31/4 41116 1 26/16 3'-4 1 26/8 / >\�\1L - �' `'' \�6 NO PAINT 1116 NO PAINT 0 N�\6 TON TOP /ON TOP g7V7H-1 —____ j 4j5\>,6 '\ N6 co` 'i' / ( m157 ) // NO 1c4T AI �,'\� ,�,0 % - - - - - -\ it J1 �6 iON OP �• �\� 1�� ,�A % r d u FAR SLNO IDE �� ON TOP �`„ '\'�1\6 - ,. ,i-- — — — — 1(3)-13/16"0 A325N Y .. NO PAINT � 0 3318 , a791F/SI PAN — 1 _ �\ 3 / 3h6 2"-12„ �,0 �� Ca� \�N6 \ 6 3g/ / N 3/16D 2"-12" 4i'g ,�'� ' 0 r COLo i '0 _� CUT FLG 3 `L' 6 r ' `�( 0315 ) .- FLUSH TO WEB ,�,0� r,' \ -r—; 1(2)_13116"s� A325N CENTERED ��,�� r rr ( 0315 ) ( m155 ) ° ,�,0 T % \� % CENTERED d �� �'� N5\�6 _ r�' 23116 1/8 V f` ' P "� ' r " 1/8V 6 ';`� 31'6 ',�\>\. ' / r r,'.-----"- 1/4 5'-83116 114 \ t- A = r r/ // � r rr j 7 77 �� :1 - -' 12 2 „---- to ( m156 ) -0 •Q ; >v\�6 r r r � ..---;---- `c-..;) r M , r ..-...-- \ r ` \ i rr r I rr = s = _ = :P3'5°' r r rr rr -- M_ °° I` ( 0312 ) r ' I i �' �,,. , rr , ` r r rr 0317 1 r I` M \ f. �. rr '\\�� �, I T .--- .--.-- ,' ( m 158 ) % !JBYEI , � NOTCH 4 /is , , 5318 4 ONE — STRINGER — 2654A �� F __---____----____-- NO PAINT BOTH ( 0349 ) T DET. 1 1 S/C STD. SHOP PRIMER SIDE 1" ALL AROUND NOTCH A - A SHOP NOTES REF DRGS: E2011 1. ® INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT ® SYMBOL U.N.O. A -= = Fax:503-630-7888 g 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. CUSTOM Pgr: 503-237-2600 LocATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, n '.:-.4' Fab 18625 SE BAKERS FERRY RD NOTCH-FREE TO A 112" RADIUS (MIN). NOTE: A - _— BORING,OR 97009 CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A i DRAWN BY: SC CHK'D BY: MC FINISH: I SIC STD. SHOP PRIMER HOLES: AS NOTED DETAILS AND ETC...WHERE 5. WELDING AS PER AWS Dl.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX REQUESTED,WHERE INDICATED. I A 6. W&WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT n DATE: 01/21/2019 DATE: 02/08/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN CHANNELS ARE VIEWED WITH BE CONCLUDED TO BE CORRECT, I A DESCRIPTION: JOB NUMBER SHEET FLANGES N/S TO MATCH NC DATA. TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. ISSUED FOR APPROVAL SC 02/08/2019 - STEEL PIPE: A53 GR-B Type E or S A ISSUED FOR DESIGN REVIEW SC 01/24/2019 STRINGER 1111 2654A A3 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:40:17am 02/08/2019 BY: BDS VIRCON GRID LOCATION A-B/12-1 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH MARK MARK PIECES DESCRIPTION FEET (INCHES REMARKS GRADE FIN - 2655A 1 STRINGER 1 S/C -74, 1/8 V 2"-12" 2655A 1 C12X20.7 5'-2 1/16" A36 13/8 f--- / 1 a73 - - a73 1 L3X3X3/16 4'-4 3/4" A36 / 8'-29/16 5'-21/16 ( 0345 ) m122 1 C12X20.7 9'-11 1/16" A36 C 61/4 _ _ \ CJP, 3 SIDES D CUT FLG 4 E -- 6 ( 0341 ) a8 m123 1 C12X20.7 10'-0 1/4', A36 / �p35 , FLUSH TO WEB m124 1 HSS6X6X.313 4'-11 5/8" A500-GR.B 3/16 V ( m122 ) — ( m125 ) ( 0346 ) 11/2 3 3/16 V / / I � 1 r )i I( B – B m125 1 C12X20.7 5'-2 1/16" A36 F 1\ '‘ii 1 i 1� I 1 /L )17 I I �s. � ! / + 1 p315 2 PL1/4X5 5/8 5 5/8" A36 \ I I cot( p825 ) A I I A� 3/16 V p325 1 PLI/4X2 11116 6" A36 p326 1 PL1/4X2 11/16 1/8" A 6 /T � � 5 I 3 316 / II \ 3/16 ( m124 ) p340 1 SHT14GAX21 1/16 3'-6" I A36 /16 D 3/16 II — 6 p341 8 SHT14GAX21 7/8 3''-6" I A36 II ..---=--;- 1 %I p345 1 SHTI4GAX3 1/2 3'-6" I A36 11 p346 1 PL1/4X2 5/8 4" A36 9 ( D340 ) ( D341 ) ( D341 ) ( D341 ) ( D341 ) ( D341 ) 341 ) ( D341 ) ( D341 ) II (9 '9 cO M / / / r / I a8 ) M Coch Co 5\16 p353 1 PL1/4X3 41/16" A36 II B ( p345 - ° BI f.O p354 1 PL1/4X3 4 5/16" ( A36 11 r/1 TOTAL WEIGHT THIS DRAWING (lbs) = 1072 II . II ' ' 3?-,,,,. II 3/16 6 �N3\N6 — , II / 3/16/ ( a73 ) 6 8 1 _ / i , 3 ( 0326 ) II , / 'rn - � 31/9 1co 1_,/ /-*A1 — 1, ./-1 --y%I , \. • --/- - '‘-3- -\/ 1 c\i., . 3 3/16V i 54 \ CJP, 3SIDES D - D E - E % ' /16 V 57/16 �p354 , ( m123 ) — ( 2655A ) 1.940 D E C - C 1 1/8V 11/2.. r I8'-315/16 5,-21/16 I - i 1 1 1/8V 11/2„ 13'-6 ,_ / DETAIL 1 TYPICAL WELD DETAIL 8'-315/16 5'-21/16 (*\ 5'-09/16 :11/2 / 13'-45/9 , 6 �5\�6 67/16 ) 4'-43/4 / 27/8 • 8'-29/16 / 5'-21/16 '0 5'"09/16 / ,.11/2 �5\k6 , 27/16 ( 2655A ) a7_31F/S-1 1'-23/16 / 3'-117/8 1'0 NJ . Ml, 33/9, 63/4 )� X41/16 I 0\5\'\6 ! /-- ' c4 CO CO) 115/161 25/11 3'-4 1 X2 /8 \\S N = i - � - - - - - \r- I{ co •.gra 15\Nb NO I(AIN- NO PAINT NO-% 0 0�5\\6 �` 2 -O `ON TOP ON TOP (S-c3 �' ;/' I (3)-13/16"0 A325N 5\'\6 / ON TOP PAINT ,0N�'\ _ _ - _ - 33/g� 33/8 FL 1/ D�\'`6 ( m125 ) 7NO PAINT I`. ON TOP PAINTNO CV 3/16 2'-12 CUT G 3 16 , 6 � 6 ; ' _ /7-FAR SIDE r �1 \ \ 6 r 3/160 2"_12" FLUSH TO WEB �,\,�'�\� COQ -0�5\� -�.� \ // 9.'l 05\ 6 ,� 6 \ � ` ) 5\� 0315 'ANb i� 2' '�'O - ( m124 ) ((2)_13/16"0 A325N CENTERED /; 6 ( 0315 ) 1 5\'�6 6 - 1 /8 V i Ci\ V 23/16 CENTERED P 7 77 1/4 4'-115/8 1/4 77 77 77 77 77 1` 7 77 co N' i ii 77 77 77 7 77 - - - say 11\N6 x• ---N- „' ( 0326 ) 3`J`.\6 Q p,�t- „' i I ( m123 ) I r, , � ' I �- ( 0354 ) \ ,- , - NO PAINT FAR 6��6 , ' gIgDE 1" N TOP 1 , ( m122 ) H 413/16 45/16 0 - - . '% "), I ( 0353 ) NO PAINT BOTH DET. 1 ONE - STRINGER - 2655A SIDES 1" ALL AROUND NOTCH 215/161 i41/16 1 S/C STD. SHOP PRIMER A - A SHOP NOTES REF DRGS: E2011 1. 0 INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE PH:5o3-s3o-�sso JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &ATI SYMBOL U.N.O. : GRID LOCATION A-B/12-1 1 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH 1-661° MARK MARK PIECES DESCRIPTION FEET (INCHES REMARKS GRADE FIN 2656A 2 STRINGERS 1 SIC 11/16 „ 9'-85/16 ,• 2656A 2 C12X20.7 3'-1" A36 - - 6'-75116 S-1 a76 4 L3X3X 3/16 Z-3 11/16" A36 / / / 49/16/ 6 a77 2 L3X3X3/16 3'-6" A36 CJP, 3 SIDES D , , 5-3-4§ ; 3/16 V m138 2 C12X20.7 3'-1" A36 I16/ ( m140 ) ( m138 ) 3/16 I/ \,'• / — / A D311 ) m139 1 2 C12X20.7 8'-0 1/2" A36 i 1 i 1 ,/i , ,4 ii4V 1 m140 I 2 C12X20.7 T-11 9/16" A36 IL. ...el / , I I , , I p311 I 4 PL1/4X2 11/16 5 3/4" A36 tA.... ' ikt p312 2 PL1/4X2 11/16 3 5/8" A36 (a76 ) "z-i\' 3/161) ,-- 6 p313 2 PL1/4X2 11/16 4 5/16" A36 1 3/16 p341 12 SHT14GAX21 7/8 3'-6" A36 p343 2 SHT14GAX23 9/16 3'-6" A36 ( 0343 ) ( o341 ) ( o341 ) ( o341 ) ( o341 ) ( o341 ) ( o341 ) 1 (a77 ) p349 2 PL1/4X3 5 1/8" A36 (9 (9 / / / / / / / (9 I p350 I 2 PL1/4X3 6 3/16" A36 io tO io et" 'Afr\q) 1 TOTAL WEIGHT THIS DRAWING (lbs) = 728 It) 13.1 , ••° / 11 1 3/16 6 3/16 V '\\'‘b ( a76 ) / i ,,- / A. 3 A' / 101/2 / /1 7 7. ' VD C 6/, i il i_ _ _ __ _ _ i Ll / 1/8v 7... 1 / 2"-12" I \I - irilk . \ \ --)/1 \ \ 33/8 '' 7 1 3/16 V 3/161/ \ (M139 ) CJP, 3 SIDES>N ( 2656A ) D311 ) 1 315116 5350 „.'‘ 442.1 ,--...., — 6 3/16 V co ,„.."--' \ ' C - C / 6'-83/8 3'-1 ,-, /- D - D .. ..- i,, 1 .-.-------- -' it v 11/2,f ( o341 ) 120, N\ B - B ,,, ., ,...._ 11/2,, ,„-,- ,.... - : DETAIL 1 TYPICAL WELD DETAIL 9'-93/8 / / _ 6'-83/8 3'-1 / / 45/16 1 2._311/16 4 6' 5 ' -7 /16 1 3- vz, 33/5„ 2'-61/4 33/8 / ,- 116 .1. 45/16/ ./ 1 2,..311/18 4 / , ` /16 NO P \q\q) pts 0N(3\t‘b (ID l' 9AINT NO PAINT 5liscr.5\b1 -Y 7V-ON TOP /-ON TOP 04 s. o\*\b CS' *‘q.) \*\9''' • .--- i I CD ,------,-, .--- - „ ,\(*\Q) •,-- --..- - -4 o -:- ---- , 3'1" , oNv3V\b , N.. 9 N' -- ---' ---- '-'-'. - ,-------;---- ,- ,-..---"- A' P. . '' ' Mb; •' .-- ' ---------' .--- ,- , q\fr\q) , „ co 03 -... co j „ - - rb ,\- % - - - - ., -.: ,- ,- ,-.,----- , \ 1 „ - ' „-- „ .._-.- • ,- - , '' r•-• v. c\I ..-„- co, ‘, --,----- 7 \k \ ,-,7' NO) _a, .--------.-- 6 co NO PAINT 1” ,-..„ ..4- FAR SIDE ON , TOP OF NOTCH 413/16 53/8 , NO PAINT BOTH SIDES 1" ALL —• ---- ---------- AROUND NOTCH 31/4 51/8 DET. 'I , A - A 2 - STRINGERS - 2656A 1 S/C STD. SHOP PRIMER SHOP NOTES REF DRGS: E2011 1. 0 INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE PH:503-630-7990 ----''''- JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT * SYMBOL U.N.O. A ____4.„ - _ ---7''--=',-7 - CUSTOM Fax:503-630-7888 Pgr:503-237-260G 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 A 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, ' -_,--_ --r: Fab 18625 SE BAKERS FERRY RD _ _ BORING,OR 97009 CONTRACTOR: Perlo Construction NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: ,A -... .-- 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A I DRAWN BY: SC CHK'D BY: MC FINISH: 1 S/C STD. SHOP PRIMER HOLES:AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX DETAILS AND ETC...WHERE A REQUESTED,WHERE INDICATED. . 6. W& VVT- SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE 01/21/2019 DATE: 02/07/2019 SURFACE PREPARATION:SP-2 WELDS: SEE SHOP NOTES - _ CHANNELS ARE VIEWED WITH OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A DESCRIPTION: JOB NUMBER SHEET FLANGES N/S TO MATCH NC DATA. TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. ,L ISSUED FOR APPROVAL SC 02/08/2019 - - STEEL PIPE: A53 GR-B Type E or S STRINGER 1111 2656A /X I A I ISSUED FOR DESIGN REVIEW SC 01/24/2019 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:40:22am 02/08/2019 BY: BDS VIRCON GRID LOCATION A-B/12-11 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH DESCRIPTION FEET NCHES REMARKS GRADE FIN MARK MARK PIECES I I 2657A 1 CHANNEL 1 S/C 2657A 1 C12X20.7 12'-6 1/8" A36 a71 1 L3X3X3/16 2'-10" A36 a78 1 L5X3-112X1/4 4'-6 318" A36 p310 2 PL1/4X3 3 3/4" A36 TOTAL WEIGHT THIS DRAWING (113s) = 303 • 65/8 2'-10 71/4 4'-63/8 3'-117/8 / / ( a71 t - _I . , 1 0 .7t RD \NO PAINT NO PAINT \_NO PAINT _NO PAINT Z ct_ ...c__, ONTOPON—TOP ON—TOP ON—TOP (a78 29/16 3'-77/16 23/18 8'-8 23hq 121-25116 EN --- • / - 'To NO PAINT ON 1'1116 1416 APPROVER PLEASE THIS FACE ADVISE IF EDGE PLATE , TO TO EXTEND 1" ABOVE SLAB / \, 14 1/4 3"-12" 3'-117/8 4'-63/8 3'-117/8 / A - A IAli* ( o310 ) J3/16 V (a78 ) 3/16 V ( 310 ) \ / / JTIO_PAINTi Pi* NO_PAINTL ;NO PAINT! INO PAINTL, g° / EAR SIDE 1 ( 2657A ) I EAR SIDE 1 \ , EAR-SIDE 1 EAq SIDE 1 \ (a71 CN1 ( 2657A ) \ ...---- \ 7.1\ H 11 c., •-•I I.-- 1 7:0 7 _ co ii_ s_ N I sc) H-41 ii ., NN I 1 -v 3hei2"-12" I 2"-12" /2.j 7- 1 N ,-, 3/16 -14 1(3) \ -13/16"Ø A325NF, . (3)-13/18"o A325N B - B RD b 4 --248 3'-75/8 25116 8'-83/1 6 25/16 12' 21/2 1 ..----/-,-- '1 f 'I f f f 1 12'-43/4 13/8 , / 12'-33/8 13/8 C12X20.7 x 12'-61/8 / ONE - CHANNEL - 2657A _,.. 1 S/C STD. SHOP PRIMER SHOP NOTES REF DRGS: E2011 1. ® INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT * SYMBOL U.N.O. .A ,.:.s --..-- - i-_-- -- ----74 - CUSTOM Fax:503-630-7888 Pgr:503-237-2600 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 A Fab 18625 SE BAKERS FERRY RD 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, - , '--,- --7 ; NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: A -_, _ --,-„,-- BORING,OR 97009 CONTRACTOR: Perlo Construction 4. COWMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A 5. WELDING AS PER AWS 01.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX DETAILS AND ETC...WHERE REQUESTED,WHERE INDICATED. A DRAWN BY: SC CHK'D BY: MC FINISH: 1 S/C STD. SHOP PRIMER HOLES:AS NOTED 6. W&INT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/23/2019 DATE: 02/07/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES - _ CHANNELS ARE VIEWED WITH OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN JOB NUMBER SHEET BE CONCLUDED TO BE CORRECT, A DESCRIPTION: _ FLANGES N/S TO MATCH NC DATA TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. 1 ,L ISSUED FOR APPROVAL SC 02/08/2019 - ' STEEL PIPE: A53 GR-B Type E or S CHANNEL 1111 2657A /E\1 1 A ISSUED FOR DESIGN REVIEW SC 01/24/2019 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:40:24am 02/08/2019 BY: BDS VIRCON GRID LOCATION A-B/12-11 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH MARK MARK PIECES DESCRIPTION FEET (INCHES REMARKS GRADE FIN - 2658A 1 CHANNEL 1 S/C 2658A 1 C12X20.7 12'-61/8" A36 a71 1 L3X3X3/16 2'-10" A36 a72 1 L5X3-112X1/4 8'-6 1/2" A36 p310 1 PL1/4X3 3 3/4" A36 TOTAL WEIGHT THIS DRAWING (lbs) = 330 66/8 / 2'-10 / 9'-11/2 ,1/4 ( a71 ) i C T 7 1 1- NO_PAI PAINT' NO_PAINT ON TOP ON TOP 29/16 , 1 3'-41/16 26/16 8'-83/16 • ,I/( '1" i 12'-61/8 114 / ,.- 12'-63/8 (C12X20.7 x 12'-61/8) 3'-117/8 8'-61/4 •1/4 lB ( a72 ) IA ( 1�31Q ) 3116 / NOf9 r-INO PAINT, ( 2658A ) INO_PAINT� , AFAR SIDE I \ AFAR SIDE I .ti I i J f \f AIICO — t` r- N >♦ I I IV N 1♦ -4\ N‘ 1(3)-13116"o A325N M (3)_13/16"o A325NI lB_to IA 29/16 �(l 3'-41/16 26/16 8'-83/16 / RD 12'-43/4 13/8 , 12'-33/8 13/8 I-- z O ¢ Z a APPROVER PLEASE ( a72 ADVISE IF EDGE PLATE _N TO TO EXTEND 1" `''\ NO PAINT ON • ABOVE SLAB — THIS FACE 1/4 -----1\ 311 6 2"-12" 1/4 D 3"-12" 3/16 2"-12" �2658A B - B A - A ONE -- CHANNEL - 2658A 1 S/C STD. SHOP PRIMER SHOP NOTES REF DRGS: E2011 1. 0 INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. I REV. RELEASE/REVISIONS BY DATE PH:503-630-7990 JOB NAME: Ja uar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT SYMBOL U.N.O. x7--,;_z. - Fax:503-630-7888g2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. I - _ CUSTOM Pgr:503-237-2600 LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, - -,- Fab 18625 SE BAKERS FERRY RD Q I = BORING,OR 97009 CONTRACTOR: Perlo Construction A NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: y 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, ,L DETAILS AND ETC...WHERE DRAWN BY: SC CHK'D BY: MC FINISH: 1 SIC STD. SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX O 6. W& WT SHAPES: A992-GR50 REQUESTEDIF EACH VERIFICATIONS NOT INDICATED. A k 01/23/2019 02/07/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES DATE: DATE: CHANNELS ARE VIEWED WITH OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A DESCRIPTION: JOB NUMBER SHEET FLANGES NIS TO MATCH NC DATA. TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. ISSUED FOR APPROVAL SC 02/08/2019 STEEL PIPE: A53 GR-B Type E or S AISSUED FOR DESIGN REVIEW SC 01/24/2019 CHANNEL 1111 2658A /BA MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:40:25am 02/08/2019 BY: BDS VIRCON GRID LOCATION I SHOP NOTES R-B/12-11 1.®INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. A/12-11 PIECE MARK TO BE LOCATED ON TOP FACE&AT*SYMBOL U.N.O. 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 112"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&Wf SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S 41/2 1'-3 41/2 • •(2)-11/16"0 EXP ANC NO PAINT WITHIN 3" OF HOLES L3X3X3/16 x 2'-0 ( 2659A ) 7 - ANGLES - 2659A 1 S/C STD. SHOP PRIMER REF DRGS:E2011 REV RELEASE/REVISIONS 8Y DATE I PH:503-630-7990 JOB NAME: Jaguar Land Rover Ll ^ I CUSTOM Fax:503-630-7888 P9°503-237.2600 I© LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 I Fab 18625 SE BAKERS FERRY RD I A I BORING,OR 97009 CONTRACTOR: Perlo Construction BILL OF MATERIAL NOTE: VERIFICATION OF DIMENSIONS, IA ( DRAWN BY: SHIP PIECE NO.OF LENGTH DETAILS AND ETC...WHERE SC CHKD BY: MC FINISH:1SIC STD.SHOP PRIMER HOLES:AS NOTED DESCRIPTION REMARKS GRADE FIN REQUESTED,WHERE INDICATED. MARK MARK PIECES FEET 'INCHES IF EACH VERIFICATION IS NOT A DATE: 01/2312019 DATE: { j NOTED OTHERWISE IT WILL THEN 02/07/2019 SURFACE PREPARATION:SP-2 WELDS:SEE SHOP NOTES 2659A 7 ANGLES 1 S/C BE CONCLUDED TO BE CORRECT, I L, DESCRIPTION: JOB NUMBER SHEET 2659A 7 L3X3X3116 2'-0" A36 AND ACCEPTED BY THE APPROVER. ISSUED FOR APPROVAL SC 02/08/2019 ( ANGLE 1111 2659A EA TOTAL WEIGHT THIS DRAWING(lbs)=7 ' IA ISSUED FOR DESIGN REVIEW SC 01/24/2019 MODEL NAME:18-0295_001-Jaguar ER PLOTTED:08:42'05am 02/08/2019 8Y,ADS VIRCON GRID LOCATION ISHOP NOTES A-B/12-1 1 1.0 INDICATES PAINT STRIPE SIDE.MARK 0IN AREA ADJACENT TO CONN.FOR FIELD USE. PIECE MARK TO BE LOCATED ON TOP FACE&AT* SYMBOL U.N.O. 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1,1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S r 31/8 , 1'-4 1'-4 31/8 7A (1/) V._4q (3)_11/16"0 EXP ANC NO PAINT WITHIN 3" OF HOLES L3X3X3/16 x 3'-21/4 ( 2660A) II 4 - ANGLES - 2660A 1 S/C STD. SHOP PRIMER REF DRGS:E2011 I REV. RELEASE/REVISIONS BY DATE I PH:503-630.7990 JOB NAME: Jaguar Land Rover IQ 4 CUSTOM FaxPgr:503-237-200 P9`:503-237-2600 LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 0 Fab 16625 SE BAKERS FERRY RD BILL OF MATERIAL - BORING,4R97ff49 CONTRACTOR: Perk)Construction NOTE: VERIFICATION OF DIMENSIONS, LENGTH DETAILS AND ETC..WHERE I I DRAWN BY `' CHK'D BY: M(, FINISH:1 S/C STD.SHOP PRIMER HOLES:AS NOTED SHIP PIECE NO.OF DESCRIPTION REMARKS GRADE FINI0 MARK MARK PIECES FEET INCHES REQUESTED,WHERE INDICATED. IF EACH VERIFICATION IS NOT Q DATE: 01/23/2019 DATE: 01/23/2019 SURFACE PREPARATION:SP-2 WELDS'SEE SHOP NOTES 2660A 4 ANGLES 1 S/C NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, I L1 DESCRIPTION: JOB NUMBER SHEET 2660A 4 L3X3X3/16 3'-2 1/4" A36 AND ACCEPTED BY THE APPROVER. I AISSUED FOR APPROVAL SC 02/08/2019 ANGLE 1111 2660A TOTAL WEIGHT THIS DRAWING(lbs)=12 L ISSUED FOR DESIGN REVIEW SC 01/24/2019 ODEL NAME, 18-0295_001-Jaguar LR PLOTTED 08'42'05am 02/08/2019 BY.BDS VIRCON GRID LOCATION A-B/1 2-1 1 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH MARK FEET NCHES DESCRIPTION REMARKS GRADE FIN MARK PIECES I I 2661A 2 ANGLES 1 S/C 2661A 2 L3X3X3/16 12'-7 3/8" A36 TOTAL WEIGHT THIS DRAWING (lbs) = 47 • 311/16/ / / / / / / r / /8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 , 8 8 8 311/16 i ,- CN •-,. N- x- \, \ ) //I r/ c1" (19 /it A !) it9 /4 I , (19) b _11/--." 1 0 EXP ANC NO PAINT WITHIN 3" OF HOLES L3X3X3/16 x 12'-7343 / ‘, ( 2661A ) / . . 2 - ANGLES - 2661A I SIC STD. SHOP PRIMER SHOP NOTES REF DRGS: E2011 1. ® INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE .--, PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT * SYMBOL U.N.O. A ----- ,-_ ..,i0r------- -_-- - CUSTOM Fax:503-630-7888 Pgr: 503-237-2600 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, A ------- -- _---' Fab 18625 SE BAKERS FERRY RD NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: Z\ --_- ------ BORING,OR 97009 CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A DRAWN BY: SC CHKD BY: MC FINISH: 1 SIC STD. SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX DETAILS AND ETC...WHERE A REQUESTED,WHERE INDICATED. 6. W&Wr SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/23/2019 DATE: 01/23/2019 SURFACE PREPARATION:SP-2 WELDS: SEE SHOP NOTES - . OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. A ISSUED FOR APPROVAL SC 02/08/2019 STEEL PIPE: A53 GR-B Type E or S ANGLE 1111 2661A A EA ISSUED FOR DESIGN REVIEW SC 01/24/2019 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:32:05am 02/08/2019 BY: BDS VIRCON GRID LOCATION A-B/12-11 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH MARK MARK PIECES DESCRIPTION FEET INCHEs REMARKS GRADE FIN 2662A 2 HANDRAILS 1 SIC • 2662A 2 PIPE1-1/2SCH40 11'-5" A53-GR.B m117 6 ROD3/4 4 9/16" A36 m148 2 PIPE1-1/2SCH40 3'-10 9/16" A53-GR.B m149 2 PIPE1-1/2SCH40 1'-13/4" A53-GR.B m150 2 PIPE1-1/2SCH40 3'-31/16" A53-GR.B m151 2 PIPE1-1/2SCH40 5'-10 3/8" A53-GR.B 23/16 4'-59/16 37/8 TOTAL WEIGHT THIS DRAWING (lbs) = 67 co ifF' ') 01., co 8 I .11-- 1 r---.7 CO air: r A - A 4'-59/16 51/8 115/16 / 3'-65/16 B / / , '''P\40.7 . IF I° • , 717 Li- W 37/16 - - - - �'TTT 21/2 \ �I I 's, ` GRIND 19/16 00 23/16 i „ I �c� '13/16 SMOOTH g�p�, l � 1 fj ( m151 (F/S) ) I ! I TYP. 76 I I I ---.1----J'7-.---,----1--- - ,j _ - _co I -I rte.. Imo' V.. GRIND , I m117�F1S , I r \ 37/16 SMOOTH/ 316 I I : I 41 / cv i / i r I i • �T CV TYP. ; I I I i ( m1'7 (F/S) ) j \\ . • Ts 21/2D .. , I 37 19/161 )37116 ( m117 ) I I I , \ . 18 , 19/ ,---. c� c? ( m149 ) ' j ', GRIND .�\ 15/16 16 Co cl '<-_—_- pi \ --- '3/ SMOOTH --\ �� � 1 I I') , cr, , 16/ \ , . ...„ , �--{ TYP. ,\` III I j - - - ` . co -1 -- , , 1 . , „,??7,.,. ,,, ,,, „ .„c, , , ,,,,,,,. A . „ „ . . N % N.' —' '''r‘ CO jl70 d ' p, / / ap o,./ L"". V... ill �, ' � \\ r- - ( m117 I I ii 04 I I . -� - \ - /1 CS) �i I ..I \ •,-- (NII ( I0 I I .` f \ N I co 1 , I /T� moo C77 l l �, j I I r e-- N. 8 \ 12 '-,„`' , ( m117 (F/S) ) I \ II I �� IB I _ I` • IISLc.e. ii co I I r rI l ' o j ZN co I r L ' . C - C D - D Il , III_ II Ijl , �Y , co' co , M ti 1'-17/8 31-311/1612 1D 2 - HANDRAILS - 2662A 1 SIC STD. SHOP PRIMER SHOP NOTES REF DRGS: E2011 1. 0 INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE - PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT * SYMBOL U.N.O. A Ij---- ___- '4: c CUSTOM Fax:503-630-7888 9 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. _ - __ Pgr: 503-z37-26oa - LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, A 7 Fab 18625 SE BAKERS FERRY RD 9 NOTCH-FREE TO A 1/2” RADIUS (MIN). NOTE: BORING,OR 97009 CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A LS AND ETC...WHERE ^ DRAWN BY: Sc CHK'D BY: MC FINISH: 1 S/C STD. SHOP PRIMER HOLES: AS NOTED DETAILS 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX REQUESTED,WHERE INDICATED. / \ 6. W&WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/21/2019 DATE: 01/22/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. I ISSUED FOR APPROVAL SC 02/08/2019 j • STEEL PIPE: A53 GR-B Type E or S HANDRAIL 1111 2662A n I A ISSUED FOR DESIGN REVIEW SC 01/24/2019 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:32:06am 02/08/2019 BY: BDS VIRCON GRID LOCATION BILL OF MATERIAL A-B/12-1 1 SHIP PIECE NO,OF LENGTH DESCRIPTION FEET I INCHES REMARKS GRADE FIN MARK MARK PIECES - 2663A 1 HANDRAIL 1 S/C (, 2663A 1 PIPE1-1/2SCH40 16'-6" A53-GR.B r- _ co , ., ., m117 5 ROD3/4 4 9/16" A36 —1-- - - - -- f7- _ _ fr ,. 1 , _ \ \ 1-0 m150 2 PIPE1-1/2SCH40 3'-3 1/16" A53-GR.I3 0.---- ---------- ( 1 1 m152 1 PIPE1-1/2SCH40 2'-11 1/16" A53-GR.B co - 8 0--7 N- m153 1 PIPE1-1/2SCH40 101-11 1/16" A53-GR.B 23116 EY103/8 37/ / ,• '' ' m154 2 PIPE1-1/2SCH40 2'-11 1/16" A53-GR.B A - A m159 1 PIPE1-1/2SCH40 3'-3" A53-GR.B m160 1 PIPE1-1/2SCH40 1`-4 5/16" A53-GR.B TOTAL WEIGHT THIS DRAWING (Ibs) = 123 1-51/8 7_514 / . . 1'41/2 1)071:o 71 --- \ , A , c) CO 23116, ; , I "P 4 .? • ----ri- .--.1--_.-.4 „ ---$'1 Ii , • ... 14p .`'-‘,.'" N ' m117 ff/S1 - , , ,..„ ,•-• , N ( m117 (F/S) ) '- - - - 6, coi' ,... ---........, ,,,.... *sit- , --... . (5) *(4) `) 1 ( m160 ) ,, Co . ‹ —-—-—-—-—-—-—- c'' , ' N.',.' , , 1 : le _ _ _ ..,. ›I -,......, N „ ...„, .. 2 I ..„ N I „ \ ,, .. ,' N N , 1 N. , ,,, GRIND\ , 1 --„, ,.. (c) 3/16 V 4 ,'- -,... --,... , - TYP. , l'; S, -• , -'S -, ---. r,- ,,,,,,.. ,.. ,. -... - ...... -,.. -.. 79 ..---,1 - (9 , ,.' <I - --....„2-• •.. I --•.„, • , ; c-0 ... .1 -.. •. , col ' , ..... •.. . -, •. •. s... ,.. co cn I ••.. , I , -,. •,.„ ••. C\111 LC) ',.. - , -. 1 ( m117 (F/S) ) N , N --, N. N .,,-- ,, IN N •, 'Ns I I — h 21i ' I i , II 1 I N 6'it ' ' ",>,,1%.* , s N \ '\ - I 1 '' , - \ N 61 I) ' , ' ''' .... ..%\t, 1 1 ''S \ CO.. r "-, \ \ \ ' \ ' - \ \,'',,,,,\ .„. I i \ \ \ , ' ''' 1 ' '''`,, '''. \ , \ ‘ 1' \ \ \ \ \ .\, \ I \ co ,.. -.N. 87 I •,. -, ..... -.., -..„„ .. -. .. ,,,, 4417: LC) -.. „ -... -1 ,---. --.. .,...„..., - . ' II ) 5- ' ...,,,, ,.. , „.., ,, -.. .,-- I I .... ,..,.,'' .. , .. /12;„` --,... --- %-- I -. 0 1 I --..,„--, 37/16 LC) , kAct' ' ,. - I1 I I ,,, ,..:.: ',. ,, ,,, -... --.. .1 ,- . 2 1/2 '.. ( m 1 1 7 (F/S) ) ' N -,„ N. N. N —, I (0 N ; , N - 1 - ,\'', •.. -,;', -,„ --.:. \ \ • N 1 911 6 ,, '''.1 (. 4 \ %/ / A , '' • \ • et) \ ' 9- ', •,, ': ' ',. tO CO 1 14 I ) 17/8 F- 1911 g--- soF , • •,.. ,': - --.,„ --.. ., . /3 /16 r-- . , • •. •,.,,,, I 1 .r...- "... -, ... -•,.. -.. --., -,..... , ...._ •... , --_ 1 " j , 1 !,,, . - •-. 1 I •... --.. ,. ,.. . ..., _ co c., -.... CO , , -, -... --,.. /11j \ 8---- 7,9 0) , , --N, ,, \T-m117 LF/S)2 ' , co • 1 1 0,---- -11%, 01 I cc, •., --,.. I 'ie. /GRIND Lo , ---- ..., - co ---. "-- 1 T. CO I a , , I-- 1 , _. ...- ,.... -,.. ,. , I •,,- •,•-• 3/16 V \SMOOTH , . 12 ,, N . ,„ ... TYP. ,•_.••, , 1 , ( m 1 1 7 ) 'S .... . '--.., N. ,,--..A, . I \ \ s. in 1 , \ c....i , .- i-----1 1 I 1 i I 1 , c..1 III -.... co 7.0 , . oi: I -°- , . 1 I , 1 , 1 , 1 I , , ., .., . . , I ' ss \ -.._ co co i,. -, --- 6-7 --r-- 11-41/2 21-515/16 21-515/16 21-515/16 1A B - B / ,, / ONE - HANDRAIL - 2663A 1 S/C STD. SHOP PRIMER SHOP NOTES REF DRGS: E2011 1. 0 INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. 1 REV. RELEASE/REVISIONS BY DATE ----- ---,_ PIECE MARK TO BE LOCATED ON TOP FACE &AT * SYMBOL U.N.O. A ---- 4,---, E- -,-__---1 :-_- -.. CUSTOM FPaElx 550°33:66330°:778989: JOB NAME: Jaguar Land Rover Pgr: 503-237-2600 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. --v-- ----- ::= 7-71 Fab LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, A 18625 SE BAKERS FERRY RD __ NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: A — _ - BORING,OR 97009 CONTRACTOR: Peri° Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, 1 A DRAWN BY: SC CHILD BY: MC FINISH: 1 SIC STD.SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX DETAILS AND ETC...WHERE A REQUESTED,WHERE INDICATED. 6. W&WI'SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/21/2019 DATE: 0 1/22/20 19 SURFACE PREPARATION: SP-2 WELDS:SEE SHOP NOTES - _ OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN IA BE CONCLUDED TO BE CORRECT, i DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. A /E3\ ISSUED FOR APPROVAL SC 02/08/2019 - STEEL PIPE: A53 GR-B Type E or S HANDRAIL 1111 2663A /3\ A ISSUED FOR DESIGN REVIEW SC 01/24/2019 • MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:32:07am 02/08/2019 BY: BDS VIRCON GRID LOCATION A-B/12-11 BILL OF MATERIAL SHIP PIECE NO.OF I LENGTH MARK MARK PIECES DESCRIPTION FEET INCHES REMARKS GRADE FIN 2664A 1 HANDRAIL 1 S/C to 2664A 1 PIPE1-1/2SCH40 16'-5 3/16" A53-GR.B r. -- - --------- --- ---- -- - -- - - - - - - - - - - - _ ,,., -- - - - - \ ` m117 5 ROD3/4 4 9/16'" A36 "Fa - ",.. - \ �\ m150 2 PIPE1-1/2SCH40 3'-31/16" A53-GR.B co - - ------------ - s _ - - -J _ _ - _ m159 1 PIPE1-1/2SCH40 3'-3" A53-GR.B M (0 m161 1 PIPE1-1/2SCH40 2'-9 7/8"' A53-GR.B ` 23/16 , $'"141116 37'8 m162 1 PIPE1-1/2SCH40 10'-10 9/16" A53-GR.B 1 A - A m163 2 PIPE1-1/2SCH40 , 2'-9 7/8" A53-GR.B m164 1 PIPE1-1/2SCH40 1'-71/16" A53-GR.B TOTAL WEIGHT THIS DRAWING (lbs) = 123 1'-713116 I, 1E7 1'-73i16 �/5� s CO r07 d't) 37/16 'A 6 ��9 i - rs 21/2 I '4 ), i I I y CO 19/16 1 CO I II ((i....7 23/16 1 "ro • I 1 1 E - ( m162 (F/S) ) _ G Iss 1 \ fp - `\ - .1 I I /i ' I 1 \ i N m117LF/S)2 ' I1 \\� 8 1I 1 ( m117 (F/S) ) \\,,- \ - 2`70 37/16„ , 5 i I 1 1 ., ! I ' l \ c� " I t ( m164 ) I , \� 1,'; Co (----------------- <,' ' I1 1 ' I 3716 1 8.. 21/2 / 6 , / II , \ - 1 , 19/16 ' 1 GRIND\ �� i 1 + 1 1 � 1 � ! � I SMOOTH� 3/16V �' r �L1 II co cfl I ,,-, / • \ ` B-11° j 1 I \N j "' I `"! I r '` I' ( m117 (FIS) ) \�-• TO GRIND\ 1 j ( m117 } E I �,v \V 1�,, -- C SMOOTH/ 3/16 V � mlI ; I . -'T6 v, III III 1 1 3 �,,\ 1 � 1 TYP. 1 ,QH I + -\ \ 1i III \ ,; � 1 N \ iii- E .„ , .., ,,, , , ,7,. . „„„ ...„, . , , „ . „, „ , ., Y.,, \ , , , ..., I \, i . . .17&. �' \ ��s.\ I ( m117 (F/S) ) \ ;\ ! j ! I ! \ ' I �7� co 3 v �`vV I I + I \` Q III i...--7 ' 1 II (0 (0 I 'v r ` ti , II III Ii 1 1 \ ” \\ t I�"� 1 I v , tom ,, Q- . R B , _\ } , V - . coi 11 .. \ I %I ` 1r �\ \ \, ! 11 CO -- ----'^,-,.._..._ cz� I ci 7t. ^I ,\, S%s 12 co �I j ' 12 \,\ ' (m117 (F/S) ) I E, { I - „ \ X11 \ N 1 1 I �j '\ I \ 67 � (0 (0 I I c a 1 ' 51/16 / / 6 li.340, (o cl- __ 11 127 1 + Lo 0 - 1 ,, I - Il t , , 1 rn II ` � D - D r- T 1'-73/16 2'415/16 2'415/16 2'415/16 9] ONE - HANDRAIL - 2664A 1 S/C STD. SHOP PRIMER SHOP NOTES REF DRGS: E2011 . 1. \ INDICATES PAINT STRIPE SIDE. MARK\ IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATEPH:503-630-7990 Jos NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT * SYMBOL U.N.O. A - t ---_- CUSTOM Fax:503-630-7888 9 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. Pgr: 503-237-2600 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, A Fab 18625 SE BAKERS FERRY RD LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: A\ _ BORING,OR 97009 CONTRACTOR: Perla Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, I A DETAILS AND ETC...WHERE DRAWN BY: SC CHK'D BY: MC FINISH: 1 S/C STD. SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX REQUESTED,WHERE INDICATED. 0 - _ 6. W&WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT I A I DATE: 01/21/2019 DATE: 02/08/2019 SURFACE PREPARATION:SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, I A I DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ICS) AND ACCEPTED BY THE APPROVER. A ISSUED FOR APPROVAL SC 02/08/2019 I - - STEEL PIPE: A53 GR-B Type E or S HANDRAIL 1111 2664A fB\ A ISSUED FOR DESIGN REVIEW SC 01/24/2019 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:32:09am 02/08/2019 BY: BDS VIRCON GRID LOCATION BILL OF MATERIAL A-B/12-1 1 SHIP PIECE NO.OF LENGTH DESCRIPTION FEET NCHES REMARKS GRADE FIN MARK MARK PIECES I I 2665A 1 HANDRAIL 1 SIC (o to 2665A 1 PIPE1-1/2SCH40 16-7 3/16" A53-GR.B m117 4 ROD3/4 4 9/16" A36 ,, -, • m170 2 PIPE1-1/2SCH40 3'-8 9/16" A53-GR.B .— I _____7-_—_IT:::1 1._.=_--—-7_171:17_71:-11 III:711 7-11.7-71—-70-—-—-—7-—-—-—- —-—-—-—- 411 _ to II m171 1 PIPE1-1/2SCH40 3'-3" A53-GR.I3 — — — co (19 - -- :.. ---------------------------- .• — / ,_. s -----, m172 1 PIPE1-1/2SCH40 3-3 1/8" A53-GR.B_ ... 0.) ce) m174 1 PIPE1-1/2SCH40 21-10 1/8" A53-GR.B 37/8 9'-2 311/16 m175 1 PIPE1-1/2SCH40 11-57/16" A53-GR.B / / / / TOTAL WEIGHT THIS DRAWING (lbs) = 116 A - A 6-35/16 2.-103/4 / / / 0,5\Nb 9/16 2'-1o1/8 ' 41-31 W fh ,q • 441." .ck CO Al, ,..-- 37/16, ,at ,19/16 ' a , ....-- i 21/2/ / I /GRIND x-A).\j'fbA.,1 \ i\''- ‘,11155 7 , : • 7 ' i 3/161/\SMOOTH 311/16 co 19/16 , 1 CO , *-- -,,- L 2. • r 71— - 1„4, -- 7 7 ,,--_ 7 i i (0 . . . - I A ...„...., , 0 I ,.. . _ I 1 IL. Ill 01 ..,....., .. I GRIND\ .--- SMOOTH/ 3/16 V 6 i co 777 7 ( m117 ) i 3/16 I/\SMOOTH . ,-- 7 7 Ii TYP. 1 ( m117 ) '?-(5 51/8 ..- ..- ..- ,,--------„, ' -- 7 ..- I ( m174 ) 7 7 s• eo , _ Ii 7 „-- „- , , , 7, , , I 1 i--- D - D - , ,, , „ , , 1 7,,...,:77..; „ , 7 , , 7 7., , , , 1 , - , 2,7 I I III III - , ' , , Tc-s) , , 7 , 7-- 7 ----„, 1 7s) _. , 7 7 2 7 7.- 7HI - -- .-- , , 7 2, t--- ii - ‘E ' " _., _ , 7 • I 7 7 - , - I — 1 ._ ...- ...-- ..„- -- ..- ..- . . III H1 ..- -- .- tgAt\c) i-c-00 „. .z......_ . . . . ..... . 1 , . . . .......... ( m117 ) , I . , .-- .7 <17 - - , , ., \ — , 1 7. , B - B , , . 2- — , 19/16 1 „ --,7 ..- ' 37/16 ..- 44] 21/2 7 7 , , • 7 77 19/16 I (' ...- ------ ..- 7 .-- - -- - " - .,- , --- ...- CNI CO 37/8 15/16 - , . ...... . . . 7.. , , (,,, ...7,- / I /f .,,, ,' -- 1 c— r-- ..-- -- Hi r.... _I It , IIIill 1 7 7.„-- - 7 .,- 7 ,--• !,,,,„-- ,..---7 , \ 0 ,, , ,7 - ( m175 ) 7 - - ,-,I , , 7 -77 c\I, ,--- co ‘----- \-7% C? 7 --- 7 I 7 „„ ;-- `‘2 - 7 1 e I ( m117 ) I '•;1- , 1 , co 12 7‘1, 7 - 7 I ' I "7 ,77 ' • . ,,,-- I N't - 01 r•-• !ce c•-! -,-- , ,c ,„ ,..-- r-o I I - -- 7 or) co . 12 ,-, ..... . II ,,! 1 11 co , (,) , , , 1 I , 5,2 , , i 0) 1 , , 1 1 / ! ( 2665A ) ! II -1/4-- \ \ , s' CC) CD C - C 657 ,,- 9_110. / 3.-115/16 3.-115/16 2'-10/8 , ONE — HANDRAIL — 2665A 1 S/C STD. SHOP PRIMER SHOP NOTES REF DRGS: E2011 1. 0 INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. 1 REV. RELEASE/REVISIONS BY DATE _ __ ----.— PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT * SYMBOL U.N.O. / A „I-. - -_-_,---_----- ---_-- ----, CUSTOM Fax:503-630-7888 Pgr: 503-237-2600 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 I A Fab 18625 SE BAKERS FERRY RD 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, - — , .-.--- , - .. NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: A _._ .... _ --„:„.-, BORING,OR 97009 CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A DRAWN BY: SC CHK'D BY: MC FINISH: i S/C STD. SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS 01.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX DETAILS AND ETC...WHERE A REQUESTED,WHERE INDICATED. - 6. W&WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/21/2019 DATE: 01/23/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN JOB NUMBER SHEET BE CONCLUDED TO BE CORRECT, A DESCRIPTION: TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. A ie\ ISSUED FOR APPROVAL SC 02/08/2019 ' - STEEL PIPE: A53 GR-B Type E or S HANDRAIL 1111 2665A /E\3 A ISSUED FOR DESIGN REVIEW SC 01/24/2019 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:32:10am 02/08/2019 BY: BDS VIRCON • GRID LOCATION A-B/12-11 BILL OF MATERIAL SHIP PIECE Na.OF LENGTH DESCRIPTION REMARKS GRADE FIN MARK MARK PIECES FEET IINCHES - - 2666A 1 HANDRAIL 1 S/C 2666A 1 PIPE1-1/2SCH40 16-7 3/16" A53-GR.B - - i I m117 3 ROD3/4 4 9/16" A36 \ I I m170 2 PIPE1-1/2SCH40 3'-8 9/16" A53-GR.B ——__ — ----__-- — — — --- —_ _ -_—_ z-_- m171 1 PIPE1-1/2SCH40 3'-3" A53-GR.B - - - ', m172 1 PIPE1-1/2SCH40 3'-31/8" A53-GR.B R 0 -` -- -- - - - -- - - - - - - _ -- - -. - - - -- - -- - - co m173 1 PIPE1-1/2SCH40 11'-05/16" A53-GR.B M M m174 1 PIPE1-1/2SCH40 2'-10 1/8" A53-GR.B 37/89'-2 TOTAL WEIGHT THIS DRAWING (Os) = 115 A - A 6-35/16 2'-103/4 5/ger 2'-101/8 7-1 ,6: A 37/16, k /37/16 S - - II� II, IIIIl�.I lII 01 21/2 I , 22 .11% I as I 00 y I _ J-.: �tt'`c) 7 /GRIND i�`' / �, a3/16V\SMOOTH j/ � \tb` / TYP. I I 19/1 6 GRIND 1,0 '' � !' ( m117 ) I ' , S , , D 1I3/16VSMOOT H I `al:•:-.-- Ey, � I a) ( m174 ) -� Cil .. ,,,,,, . ,, . . . . . .. 0 ;\I lB\ /' ' ' /maII I1I � ' - r' , I , co 'Ig I r ` I b5 ° ! ^I e51/8 ' i ' 17:I ( Q` i '/ i ,-, r I // I � ' �/' ,1 E - E ' ' G � ' I. , "-' IiII r _� l I I 1 N C m 117 ) I � N p -"-T-- � j I I v --�-- ' N n�' ' j / g!4/!' ` I D - D I � � r-- jl 41 I / ' ( m173 ) / ' 7 19/16/ / 1 I r ' N/co � I (0 I �" p t j I , - N- 1 I I /' r.i ', �i !i / NI • - III /-' - e ( m117 ) -H ' .,I co 12 �i i!� IjI ( m117 ) .518 �+I \` o I I v 12 I Cf`� _ M ' ,, '/./ 7 C�3 / :, kJ D 111 I 1!' III • el--) o I � �1 ! -� Q, I co� I � I I I 1 NIII I `-'I , I I I l l , 1 I co to I I B - B lB 3'-115/16 3'-115/16 2'-101/8 ONE — HANDRAIL — 2666A 1 S/C STD. SHOP PRIMER SHOP NOTES REF DRGS: E2011 1. 0 INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT ® SYMBOL U.N.O. A `_--- CUSTOM Fax:503-630-7888 9 J 1 Pgr. 503-237-2600 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. --= LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, = Fad 18625 SE BAKERS FERRY RD NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: A - _ BORING,OR 97009 CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A DETAILS AND ETC...WHERE DRAWN BY: SC CHK'D BY: MC FINISH: 1 S/C STD. SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX A REQUESTED,WHERE INDICATED. - _ 6. W&WT SHAPES:A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/21/2019 DATE: 02/07/2019 SURFACE PREPARATION:SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 KSI AND ACCEPTED BY THE APPROVER. /eA \I ISSUED FOR APPROVAL SC 02/08/2019 e STEEL PIPE: A53 GR-B Type E or S HANDRAIL 1111 2666A !l I A I ISSUED FOR DESIGN REVIEW SC 01/24/2019 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:32:11am 02/08/2019 BY: BDS VIRCON • GRID LOCATION A-B/12-11 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH MARK MARK PIECES DESCRIPTION FEET (INCHES REMARKS GRADE FIN - � 2667A 1 HANDRAIL 1 S/C N I I 2667A 1 PIPE1-1/2SCH40 16'-611/16" A53-GR.B co 1 _ — m117 5 ROD3/4 4 9/16" A36 ------------ - ----- J_ __ _ _ _ _ m143 2 PIPE1-1/2SCH40 3'-3 1/16" A53-GR.B cp' ,_ - -- _ - .- - - - - = - - - _ �. _.. - - --- - - - - - - _. ._ co m144 1 PIPE1-1/2SCH40 11'-1 11!16" - _ _ - - A53 GR.B co co m146 3 PIPE1-1/2SCH40 3'-1 3/16" A53-GR.B 37/6 , 8'-101/8 23/16 m165 1 PIPE1-1/2SCH40 101/2" A53-GR.B A - A m171 1 PIPE1-1/2SCH40 3'-3" A53-GR.B TOTAL WEIGHT THIS DRAWING (lbs) = 124 7'-107!8 111/4 , 5/6 , 145/8 E A A7, coZiF `S j l\\v‘b % ,. . / 7 / I ,_ i 1 co II II / - I I1 I I 7 / '�/ Ia1 �� ( m117 (N/S) ) ' ' I I I l -I ,,0't\\6 -2< ( m117 (N/S) ) 1 f l ; X37/16 37!16 , 4) ',/ ,- 1 1 _ co 7 7 // 1 1 1 --( m165 ) I r -1' / /'' '/ ! .- I- it) 212, /' 2112 -rb �,�31, 1 I I /' A\. - i; I ' u -===f;, � )� 19!16 °� / f/ /'/ I l _ I 19/16 jl 7 �� ' /;, ' I I ' I I �// ' / /�/ I I ( �� / -- /I / / / 4 7 .747 1/16' /'/' 1 , ',/ ,-. (0 ' I * I ( m117 (N/S) ) ., III I l I IN* 1 ir / /'/ I ' / / / / r- i GRIND\ '' [1117° / � I / E, • M 4 I � � 3116/ ` � I — I / ti �Hc, I ( m117 ) sy,/ ___*,\., .,,.._ ________________ 5 87 n ( J ' 00 / /', I 1 \-- I I /GRIND /' j 1 j'r' cf '' 1 1 1 E 3/16(/ SMOOTH C - C � ' ''' TYP. ',,„- 7 ' I I 7co 7 7 / r'/ / V III 7 /// 7 -17 7 / 7 I c' I - / i / . / ' / ' / 7 I / r _; I ' / '�7 ' / ' '�/ ' I I !. ' '77-v I ' /� CO' I V /� / -' I I / /' .4t , I I � I I , r` �} I ' , i,/7- / // csa co�,// /4e.: 12D - D E - E I1iI .-/ / r , 1 ,-- i I I 111 0 I ' � ' , I tO CD j , ! ' !' -/ 1 1 j l v �, �' �/ NI1c� j . I ' �. CO / j civ 0F ( m117 (N/S) ) � �-!,� ..i I ISI , co i 1 ./ 'g° ( m144 (N/S) ) / ,I j21/2 37/16 a �1 -� E I ,II /, / � 1 iI I l i- /. \ ✓ I ( 7- CO, / CO F r`JI r l',il/ � Ar:-:it I � I 111 I ! I ' I 1 ' I � I bap CO t0 ; I I L�c)� ,---.1 f T rI I I c01 ' i NI '-'I I IFIIr ' T I L'..-r. \ CO C,fl B B I B 2'-713116 2'-713/16 2'-713/16 105/8 / ONE - HANDRAIL - 2667A 1 SIC STD. SHOP PRIMER SHOP NOTES - REF DRGS: E2011 1. 0 INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT * SYMBOL U.N.O. A -- Fax:503-630-7888 g Y CUSTOM Pgr: 503-237-2600 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. ALOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, _ Fab 18625 SE BAKERS FERRY RQ - BORING,OR 97009 CONTRACTOR: Perlo Construction NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, n DETAILS AND ETC...WHERE DRAWN BY: SC CHK'D BY: I` C FINISH: 1 S/C STD. SHOP PRIMER HOLES:AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX REQUESTED,WHERE INDICATED. A - 6. W&WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT 1 A DATE 01/21/2019 DATE: 01/24/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN A BE CONCLUDED TO BE CORRECT, DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. AISSUED FOR APPROVAL SC 02/08/2019 STEEL PIPE: A53 GR-B Type E or S HANDRAIL 1111 2667A A A ISSUED FOR DESIGN REVIEW SC 01/24/2019 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:32:13am 02/08/2019 BY:BDS VIRCON GRID LOCATION A-B/12-11 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH MARK MARK PIECES DESCRIPTION FEET (INCHES REMARKS GRADE FIN - - 2668A 1 HANDRAIL 1 SIC 2668A 1 PIPE1-1/2SCH40 11'-11/8" A53-GR.B • - m117 3 ROD3/4 4 9/16" A36 • m166 1 PIPE1-1/2SCH40 5'-6 9/16" A53-GR.B m167 1 PIPE1-1/2SCH40 3'-31/16" A53-GR.B m168 1 PIPE1-1/2SCH40 2'-2 3/4" A53-GR.B m169 1 PIPE1-1/2SCH40 2'-6 1/4" A53-GR.B TOTAL WEIGHT THIS DRAWING (lbs) = 64 37/8 � 4'-59/16 / 21/4 to r 1 1 (.- M co A - A / 1'-86/16 / 2'-91/4 c0 6112 2'-23/4 / / \ N D��6 \ I 11.?-- N B9. 1\ t\6 to 1 \ \ r�'t - {o (0CO s _-- —_ A � yQ 3 /16/ Id-) Q- 5 16 `- - _ - - 2 /2 ,IIII I /C _ C �'�'t\6 .- , � ; I � Q �.�Q • � ::_44151:4-2 1/4 19/16 ) Ii II , ar:LI : I . N t)c �. — — — - - I, + , I /'� /1 1 N /GRIND 3�/ , / j/' ( m117 (N/S) ) I , + 3/16 V\SMOOTH {11) GRIND\ / 16 i I j„-', i I i TYP. 1 1 1 ( m117 (N/S) ) SMOOTH/ 3/16 V l - I1 ( m117 I ' 21/2 c0 37/8 I ��' ---..„7_, I + I 1 ti 1 / ( m166 (N/S) ) ( m168 ) _ I 1 Co-:, Co' c� 19/16 \ ;°.-eG - - - t 1 ! II II 1 ' 1 ' I ( m117 (N/S) ) �-/' i i- i1 i1 c0 .1- 7 -' 1 1 I I 1 � 12 5�l, 6� ,; II + I1 + I + T (� /� ' CO � ' I I I ' 0 I r I 1 1 11 I ,°O EI ( I 19/16 1 1 37/ N i �' ti I , I 1 / 1 / ; 16 in \ I 12 ill f 1 ' 11 + I ( + Ili I li + III Ali 1 I 111 II + I1 T 111 11 I I I ' D - D 1 . . I ' I ei I I Lfn ,..--.1 I D 00' 11 O IIS co; .41 Nlli 111 I III II , 1 I I (0 m' I � I ; B7 2'-23/4 / 2'-2314 B - B ONE - HANDRAIL - 2668A 1 SIC STD. SHOP PRIMER SHOP NOTES REF DRGS: E2011 1. 0 INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE - PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT l SYMBOL U.N.O. A Fax:503 63oaaaa ---= CUSTOM Pgr: 503-237-2600 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. __ LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, --_- R Fab 18625 SE BAKERS FERRY RD NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: BORING,OR 97009 CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A DETAILS AND ETC...WHERE /� DRAWN BY: SC CHK'D BY: MC FINISH: 1 S/C STD. SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX REQUESTED,WHERE INDICATED. I ! l 6. W&WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/21/2019 DATE: 01/22/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, I DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. /B\ ISSUED FOR APPROVAL SC 02/08/2019 - STEEL PIPE: A53 GR-B Type E or S HANDRAIL 1111 2668A A _ IA ISSUED FOR DESIGN REVIEW SC 01/24/2019 1 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:32:14am 02/08/2019 BY: BDS VIRCON GRID LOCATION A-B/12-11 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH DESCRIPTION MARK MARK PIECES FEET I INCHES REMARKS GRADE FIN - 2669A 1 HANDRAIL 1 S/C 2669A 1 PIPE1-1/2SCH40 16-4 1/2" A53-GR.B m114 6 PIPE1-1/2SCH40 2'-8 3/4" A53-GR,B m115 2 PIPE1-1/2SCH40 3'-8 13/16" A53-GR.B TOTAL WEIGHT THIS DRAWING (lbs) = 100 (1) --------------- 0 y A - A 8'-21/4 / to rb Q • to 711 '1:7 /z,l; " ---" •r- I ... ..... — s ---, ,---.I /GRIND x•- • 141 T.'1 N Z.:.L° 3/1 6 V\SMOOTH I TYP. - EI i I a) . } 1 1 i 1 I I I ( m1 1 4 ) i ( m114 ) ( m114 ) Ner c.0 -- , /N., — ) g: cn I sL-- .„.. ...„. . - _ i 79 1 1 I COn ' ,) EV) I I .. CD <1 I i 1••• 0) I I /GRIND I ... cy 1 1 3/16/ \SMOOTH I I , I , ( m114 ) ( m114 ) 1 ( m114 ) , _, TTTII I I , I 1, I cc) 1 I I I II N N \ \ 2'..83/4 2'-83/4 2'-83/4 / , 1 'I ,,' ONE - HANDRAIL - 2669A 1 S/C STD. SHOP PRIMER SHOP NOTES REF DRGS: E2011 1.0 INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT * SYMBOL U.N.O. Ar.-- ,-__- - ------'--- -------L-z!--_ CUSTOM Fax:503-630-7888 Pgr:503-237-2600 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. --„.- -;- -- - LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, A ------ ; --:: Fab 18625 SE BAKERS FERRY RD -w NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: A -= - -- BORING,OR 97009 CONTRACTOR: Perla Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX DETAILS AND ETC...WHERE A DRAWN BY: SC CHK'D BY: MC FINISH: 1 SIC STD. SHOP PRIMER HOLES: AS NOTED REQUESTED,WHERE INDICATED. - . 6. W& INT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/21/2019 DATE: 01/22/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A I DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. A /13\ r ISSUED FOR APPROVAL I SC 02/08/2019 - . STEEL PIPE: A53 GR-B Type E or S HANDRAIL 1111 2669A A I A I ISSUED FOR DESIGN REVIEW I SC 01/24/2019 , MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:32:15am 02/08/2019 BY: BDS VIRCON GRID LOCATION A-B/12-11 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH MARK MARK PIECES DESCRIPTION FEET (INCHES REMARKS GRADE FIN - 2670A 1 HANDRAIL 1 S/C 2670A 1 PIPE1-1/2SCH40 11'-4 5/16" A53-GR.B m115 1 PIPE1-1/2SCH40 3'-8 13/16" A53-GR.B m116 4 P1PE1-1/2SCH40 2'-1 1/16" A53-GR.B m117 3 ROD3/4 4 9/16" A36 m147 1 PIPE1-1/2SCH40 4'-6 1/2" A53-GR.B TOTAL WEIGHT THIS DRAWING (lbs) = 73 co co ti co` ) -------- -----_--- ) - - - - - - - - - - 0 - --- - -- - - - - -_— - - - - - - - - - -_- - —G—J--� A - A 4'-21/8 / li-Ti;* pe /GRIND I. 37/16 C ti A I 3/16 V \TMOPOTH Q-"Ck • A I 4 III � I� i 119/l 6 CO 23/16 1 III z>\ • j, ' 23/16 41 N J� � ' - ; jl ( m147 (N/S) ) ; I , �I 1 \ ++-3--------------------------tea- - - - - - - - - - - - +F-_l--- N - 1 _ ,[1: I -1--- I j /GRIND I ( m117 (N/S) ) ( m117 (N/S) ) I - 3/16V \SMOOTH _r ( m117 (N/S) ) j N I - TYP. III II II I l � ( m117 ) II III I I II ( m116 ) ' I ( m116 ) II IIIoo I in I jjII I I (.0 QIII j /GRIND, I3/16 V \SMOOTH IIII II x.111 1 ' 1 TYP. II IjI IjI III III I4. I lel III III III II ( m116 ) ( m116 ) II - - -. . — I — — — _ _ _ — — - — -- — — — — — — — — — — — — I -t o I I I Lo I I I I II I E1 ' I III jI IjI III II l I B - B lB 2'-11/16 2'-11/16 / • ONE - HANDRAIL - 2670A 1 SIC STD. SHOP PRIMER SHOP NOTES REF DRGS: E2011 1. 0 INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT * SYMBOL U.N.O. __ _ Fax:503-630-7888 9 Pgr:503-237-2600 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. A � CUSTOM LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, A 4 i 1 Fab 18625 SE BAKERS FERRY RD g NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: A �..-"_= BORING,OR 97009 CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, AI I DRAWN BY: HK'D BY: DETAILS AND ETC...WHERE A I ScSC MC FINISH: 1 SIC STD. SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX REQUESTED,WHERE INDICATED. 6. W&WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/21/2019 DATE: 01/22/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN n - BE CONCLUDED TO BE CORRECT, / \ DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. /a1 ISSUED FOR APPROVAL SC 02/08/2019 - . STEEL PIPE: A53 GR-B Type E or S HANDRAIL 1111 2670A A A I ISSUED FOR DESIGN REVIEW SC 01/24/2019 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:32:16am 02/08/2019 BY: BDS VIRCON GRID LOCATION A-B/12-11 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH MARK MARK PIECES DESCRIPTION FEET (INCHES REMARKS GRADE FIN - 2671A 1 HANDRAIL 1 S/C 2671A 1 PIPE1-1/2SCH40 10'-9 3/4" A53-GR.B m117 3 ROD3/4 4 9/16" A36 m141 2 PIPE1-1/2SCH40 2'-37/16" A53-GR.B' m142 1 PIPE1-1/2SCH40 3'-3 1/16" A53-GR.B m145 1 PIPE1-1/2SCH40 5'-8" A53-GR.B co 1 a� ' TOTAL WEIGHT THIS DRAWING (lbs) = 64 co I i y _ \ _, :, ,. (0 .ti 37/16/ / 4'-0 CO CO 11/4 I e rb 1311Q) "5 4Z--2- ,ckQ r- `� \ i iv ' t1 ....Z' 11/4 C-0.,3116 � � / i37/16 fir. 1 A -, I "ev , ( m117 ) 2112 �' / /GRINDg.(2. I16v / ,1r 1 co /r' TYP. 'c� ch�40. , ' ( m117 ) >- I �, /GRIND 39/16/ ,[37/16 �� 371 .-,, a I ,c`„ - I '�3j SMOOTH co 16 V\`. ,i, 16 TYP. I TED s f I �' `� (m117 ) r \ .- ( m 145 ) k �� /GRIND Saov � � %',--'- 3/16 SMOOTH 1.✓ ( m117 ) I TYP. /37/,3 31/8 ON ,. -- c� ,- I �` I co i'r j ' ( m142 ) '`. ` "Co \ �. 12 E t I co oco - , N ( 2671A ) o N I a) , (0 I " r AA - A ( 2671A ) NI I N(0 c\` l B B 2'-0 2'-0 Eli+ / / 3'-116116 / , ONE - HANDRAIL - 2671A 1 S/C STD. SHOP PRIMER SHOP NOTES REF DRGS: E2011 1. 0 INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT ® SYMBOL U.N.O. A -------1÷A Fax:5o3-s3oasas g 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. A - -_ CUSTOM P9r.503-237-2600 LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 OFCOPES, BLOCKS AND CUTS SHALL BE SHAPED, Fab 18625 SE BAKERS FERRY RD 3. ALL RE-ENTRANT CORNERS A _ _ BORING,OR 97009 CONTRACTOR: Perlo Construction NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A DETAILS AND ETC..,WHERE DRAWN BY: SC CHK'D BY: MC FINISH: 1 SIC STD. SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX A REQUESTED,WHERE INDICATED. 6. W& WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT n DATE: 01/23/2019 DATE: 01/24/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN /� BE CONCLUDED TO BE CORRECT, / A DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. !BA \ ISSUED FOR APPROVAL SC 02/08/2019 STEEL PIPE: A53 GR-B Type E or S IA ISSUED FOR DESIGN REVIEW SC 01/24/2019 HANDRAIL 1111 2671A A MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:32:17am 02/08/2019 BY: BDS VIRCON GRID LOCATION SHOP NOTES A-B/12 1.®INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. A-B/12-11 PIECE MARK TO BE LOCATED ON TOP FACE&AT SYMBOL U.N.O. A/12 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. • A/12-1 1 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S /I NO PAINT PL5/8X12 x 1'-7 _INO_PAINTI // AFAR SIDE I (4)-13/16"0 EXP ANCI 1117— / o /( 2672A ) co \ 1 M- N 11/2 , 1'-4 11/2 11 - PLATES - 2672A 1 S/C STD. SHOP PRIMER REF DRGS:E2011 REV RELEASE/REVISIONS BY DATE _ PH:503-630-7990 JOB NAME: Jaguar Land Rover I A Fax.503-630-7888- _ CUSTOM Pgr 503-237-2600 4 X -� _ LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 a I A ` Fab 18625 SE BAKERS FERRY RD BORING,OR 97009 BILL OF MATERIAL NOTE: CONTRACTOR: Perlo Construction A VERIFICATION OF DIMENSIONS, i DRAWN BY: CHK'D BY: SHIP PIECE NO.OF LENGTH DETAILS AND ETC.. WHERE J� SC MC FINISH:1 S/C STD.SHOP PRIMER HOLES:AS NOTED MARK MARK PIECES DESCRIPTION FEET INCHES REMARKS GRADE FIN REQUESTED,WHERE INDICATED. U IF EACH VERIFICATION IS NOT A DATE: 01/23/2019 DATE: 01/23/2019 SURFACE PREPARATION:SP-2 WELDS:SEE SHOP NOTES 2672A 11 PLATES 1 S/C NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A I DESCRIPTION: JOB NUMBER SHEET 2672A 11 PL5/8X12 1'-7" A36 AND ACCEPTED BY THE APPROVER. A I ISSUED FOR APPROVAL SC 02/08/2019 TOTAL WEIGHT THIS DRAWING(Ibs)=40 A I ISSUED FOR DESIGN REVIEW SC 01/24/2019 PLATE 1111 2672A MODEL NAME 18-0295001-Jeguar LR PLOTTED-0842:06am 02/06/2019 BY BDS VIRCON GRID LOCATION ISHOP NOTES A-B/12-1 1 1.®INDICATES PAINT STRIPE SIDE,MARK®IN AREA ADJACENT TO CONN,FOR FIELD USE. PIECE MARK TO BE LOCATED ON TOP FACE&AT® SYMBOL U.N.O. 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S •r.1 I I I I I I PL114X3 112 x 91 11,2 2112L, 3112 , 1112 ( _13/16"x1" SLOTS A325N IP CO ( 2673A ) 2 - PLATES - 2673A NO PAINT REF DRGS:E2011 REV RELEASE/REVISIONS BY DATE IF _ PH.503-630-7990 JOB NAME: Jaguar Land Rover A - --` CUSTOM Fax:503-630-7888 9 Pgr.503-237-2600 RD A Fab 18625 SE BAKERS FERRY RD LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 BILL OF MATERIAL NOTE: q A BORING,OR 97009 CONTRACTOR: Perla Construction VERIFICATION OF DIMENSIONS, A IDRAWN BY: SC GHK'D BY: J1 SHIP PIECE NO.OF LENGTH DETAILS AND ETC...WHERE MC FINISH:NO PAINT HOLES:AS NOTED I MARK MARK PIECES DESCRIPTION FEET I INCHES REMARKS GRADE FIN REQUESTED,WHERE INDICATED. DATE' DATE: SURFACE PREPARATION:- WELDS:SEE SHOP NOTES IF EACH VERIFICATION IS NOT A I 01/23/2019 01/23/2019 2673A 2 PLATES NO PA I NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A I DESCRIPTION: JOB NUMBER SHEET 2673A 2 PL1/4X3 1/2 9" A36 AND ACCEPTED BY THE APPROVER. ISSUED FOR APPROVAL SC 02/08/2019 IPLATE 1111 2673A TOTAL WEIGHT THIS DRAWING(lbs)=2 A ISSUED FOR DESIGN REVIEW SC 01/24/2019 I MODEL NAME 18-0295_001Jaguar LR PLOTTED:08'4206am 02106/2019 BY BDSVIRCON GRID LOCATION SHOP NOTES A-B/12 1.®INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. A-B/12-1 1 PIECE MARK TO BE LOCATED ON TOP FACE&AT it SYMBOL U.N.O. A/12-11 2.RUNNING DIMENSIONS START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-5R50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR 8,46 ksi STEEL PIPE:A53 GR-B Type E or S /NO PAINT( �I t t F LAM PL5/8X11 x 1'-1 ANO PAINT' / AFAR SIDE) (4)-13116"0 EXP ANCI c / 2674A ) « / 11/2, 10 11/2 7 - PLATES - 2674A 1 S/C STD. SHOP PRIMER REF DRGS:E2011 REV. RELEASE/REVISIONS SY DATE I - PH.503-630-7990 JOB NAME: Jaguar Land Rover I D CUSTOM Fax:503-630-7888 Pgr:503-237-2600 Fab 18625 SE BAKERS FERRY RD LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 __� BILL OF MATERIAL A - BORING,OR 97009 CONTRACTOR: Perla Construction NOTE: LENGTH n VERIFICATION OF DIMENSIONS, LSDETAILS AND ETC...WHERE DRAWN BY: SC CHK'D BY: MC FINISH:1 S/C STD.SHOP PRIMER HOLES:AS NOTED SHIP PIECE NO.OF DESCRIPTION REMARKS GRADE FIN MARK MARK PIECES FEET I INCHES REQUESTED,WHERE INDICATED. DATE: DATE: SURFACE PREPARATION:SP-2 WELDS:SEE SHOP NOTES IF EACH VERIFICATION IS NOT p 01/21/2019 02/08/2019 2674A 7 PLATES 1 S/C I NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A I DESCRIPTION: JOB NUMBER SHEET 2674A 7 PL5/8X11 1'-1" A36 I AND ACCEPTED BY THE APPROVER. Q I ISSUED FOR APPROVAL SC 02/08/2019 TOTAL WEIGHT THIS DRAWING(lbs)=25 I A ISSUED FOR DESIGN REVIEW SC 01/24/2019 PLATE 1111 2674A MODEL NAME 18-0295_031-Jaguar LR PLOTTED. 08'42.07am 02/08/2019 BY.BDS VIRCON GRID LOCATION ! SHOP NOTES A-B/12-1 1 1.0 INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. PIECE MARK TO BE LOCATED ON TOP FACE&AT It SYMBOL U.N.O. 2.RUNNING DIMENSIONS START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S I I I I I • �PL1/4X3 112 x 9 11/8 21/4, 3 X25/8 (4)-13/16"x1" SLOTS A325N 1 ' ' 411/7 co ( 2675A ) 2 - PLATES - 2675A NO PAINT REF DRGS:E2011 REV. RELEASE/REVISIONS SY DATEI _ PH:503-630-7990 JOB NAME: Jaguar Land Rover CUSTOM Fax:503-630-7888 g CUSTOM Pgr,503-237-2900 LOCATION: 720 NE Grand Ave. Portland,Oregon 97201 Fab ~6625 SE BAKERS FERRY RD Q BORING,OR 97009 CONTRACTOR: Perlo Construction BILL OF MATERIAL NOTE: VERIFICATION OF DIMENSIONS, DRAWN BY: SHIP PIECE NO.OF LENGTH DETAILS AND ETC...WHERE I SC CHK'D BY: MC FINISH:NO PAINT HOLES:AS NOTED MARK MARK PIECES DESCRIPTION FEETI INCHES REMARKS GRADE FIN REQUESTED,WHERE INDICATED. IF EACH VERIFICATION IS NOT Q DATE: 01/23/2019 DATE: 01/23/2019 SURFACE PREPARATION:- WELDS:SEE SHOP NOTES 2675A 2 PLATES NO PA NOTED OTHERWISE IT WILL THEN //�� BE CONCLUDED TO BE CORRECT, [.3 DESCRIPTION: JOB NUMBER SHEET 2675A 2 PL1/4X3 1/2 9" A36 AND ACCEPTED BY THE APPROVER. L ISSUED FOR APPROVAL SC 02/08/2019 TOTAL WEIGHT THIS DRAWING(lbs)=2 I ISSUED FOR DESIGN REVIEW SC 01/24/2019 PLATE 1111 2675A n MODEL NAME, 18.0295_001-Jaguar LR PLOTTED.08.42,07am 02/08/2019 BY BDSVIRCON GRID LOCATION SHOP NOTES A-B/12-11 1.0INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. A/12-1 1 PIECE MARK TO BE LOCATED ON TOP FACE&AT SYMBOL U.N.O. 2.RUNNING DIMENSIONS START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S I I I PL1/4X3 1/2 x 9/ 11/2 3 3 11/2 • / / (T_13/161Ix1" SLOTS A325N csi ( 2676A ) 7 - PLATES - 2676A NO PAINT REF DRGS:E2011 REV.I RELEASE/REVISIONS BY DATE PH:503430-7894 Fax'503.630.7886 Pgr:503-237.2600 JOB NAME: Jaguar Land Rover D I I CUSTOM LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 BILL OF MATERIAL NOTE: 1 Fab 0 ( BORIN18625SE BAKERSG,OR 97009FERRY RD CONTRACTOR: Perlo Construction VERIFICATION OF DIMENSIONS, 0( DRAWN BY: SHIP PIECE NO OF LENGTH DETAILS AND ETC...WHERE I SC CHK'D BY: MC FINISH:NO PAINT HOLES:AS NOTED MARK MARK PIECES DESCRIPTION FEET I INCHES REMARKS GRADE FIN REQUESTED,WHERE INDICATED. IF EACH VERIFICATION IS NOT 0 I DATE: 01/21/2019 DATE: 01/23/2019 SURFACE PREPARATION:- WELDS:SEE SHOP NOTES 2676A 7 PLATES NO PA NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT. ©• DESCRIPTION: JOB NUMBER SHEET 2676A 7 PL1/4X3 1/2 9" A36 AND ACCEPTED BY THE APPROVER ISSUED FOR APPROVAL SC 02/08/2019 TOTAL WEIGHT THIS DRAWING(lbs)=2 Q ISSUED FOR DESIGN REVIEW SC 01/24/2019 PLATE 1111 2676A d MODEL NAME 19-0299001-Jaguar LR PLOTTED.0842060/n 02/08/2019 BY BOS VIRCON GRID LOCATION SHOP NOTES A-B/12-1 1 1.®INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. A/12-1 1 PIECE MARK TO BE LOCATED ON TOP FACE&AT* SYMBOL U.N.O. 2.RUNNING DIMENSIONS START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WI'SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S PL3/8X4x9 ( 2677A ) 2 - CAP PLATES - 2677A NO PAINT REF DRGS:E2011 REV RELEASE/REVISIONS BY DATE PH:503-830-7990 JOB NAME: Jaguar Land Rover ' Fax:503-630-7888 'jj Pgr:503-237.2600 A Fib T{,M186I SE BAKERS FERRY RD LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 BILL OF MATERIAL BORING,OR97009 CONTRACTOR: Perla Construction NOTE: VERIFICATION OF DIMENSIONS, Q I DRAWN BY: CHK D BY; SHIP PIECE NO.OF DESCRIPTION LENGTH REMARKS GRADE FINDETAILS AND ETC...WHERE A SC MC FINISH:NO PAINT HOLES:AS NOTED MARK MARK PIECES FEET INCHES REQUESTED,WHERE INDICATED IF EACH VERIFICATION IS NOT A I DATE: 01/23/2019 DATE: 01/23/2019 SURFACE PREPARATION:- WELDS:SEE SHOP NOTES 2677A 2 CAP_PLATES NO PA NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A I DESCRIPTION: JOB NUMBER SHEET 2677A 2 PL3/8X4 9" A36 ' AND ACCEPTED BY THE APPROVER. A ISSUED FOR APPROVAL SC 02/08/2019 I TOTAL WEIGHT THIS DRAWING(lbs)=4 A ISSUED FOR DESIGN REVIEW SC 01/24/2019 1 CAP PLATE 1111 2677A MODEL NAME. 0295_001•Jaguar LR PLOTTED.084208am 02/082019 BY.SDS VIRCON • GRID LOCATION SHOP NOTES A-B/12-1 1 1.0 INDICATES PAINT STRIPE SIDE.MARKO IN AREA ADJACENT TO CONN.FOR FIELD USE. A/12-11 PIECE MARK TO BE LOCATED ON TOP FACE&AT SYMBOL U.N.O. 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WI-SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S ..:st. f PL1/4X3 1/2 x 6 1 1 1 /2/ I' 3 /1 1 (2)_13/16'rx1" SLOTS A325N `N C'9 tV ( 2678A ) 14 - PLATES - 2678A NO PAINT REF DRGS:E2011 REV RELEASE/REVISIONS BY DATE _ PH:5503,630-7990 Fax:503-630-7888 JOB NAME: Jaguar Land Rover d CUSTOM Pgr:503-237-2600 f ( = LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 ----..-.. Fab 18625 SE BAKERS FERRY RD BILL OF MATERIAL NOTE: A _ BORING,OR 97009 CONTRACTOR: Perla Construction A LENGTH DETAILSC VERIFICATION OF DIMENSIONS, IME SIO S DRAWN BY: SC CHK'D BY: MC FINISH:NO PAINT HOLES:AS NOTED SHIP PIECE NO.OF DESCRIPTION REMARKS GRADE FIN REQUESTED,WHERE INDICATED. I INCHES IF EACH VERIFICATION IS NOT A I ( DATE: 01/21/2019 DATE: 02/08/2019 SURFACE PREPARATION:- WELDS:SEE SHOP NOTES MARK MARK PIECES FEET 2678A 14 PLATES NO PA NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A I I DESCRIPTION: JOB NUMBER SHEET 2678A 14 PL1/4X3 1/2 6" A36 I AND ACCEPTED BY THE APPROVER. Q I ISSUED FOR APPROVAL SC 02/08/2019 TOTAL WEIGHT THIS DRAWING(lbs)=1 Al ISSUED FOR DESIGN REVIEW SC 01/24/2019 PLATE 1111 2678A n MODEL NAME.1802t5_20I.Jaguar LR PLOTTED 08.4209am 0210812019 BY.BPS VIRCON GRID LOCATION A-B/12-1 1 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH DESCRIPTION REMARKS GRADE FIN MARK MARK PIECES FEET INCHES 2679A 1 HANDRAIL 1 SIC 2679A 1 PIPE1-1/2SCH40 4'-11 3/16" A53-GR.B - p227 2 PL1/4X1 7/8 2 1/8" A36 x6 2 WAGNER RB14025 . A36 TOTAL WEIGHT THIS DRAWING (lbs) = 15 116 7/16 x6 x6 7116 9116 ._1•,- (3)-5/16"o CSBI I(3)-5/16"0 CSB k 4.9 v--, .._ ._ ( 2679A ) 4° ( o227 )A ( p227 ) At 0 _ G _ G 1'-33/4 1'-10 1'41/4 / / / Co 0-) /-. 6 93/4 cr / / / ( 2679A ) 2, 21/2/ / / N7 19/16 a 011 _-—-–--–-–_.-- „ .. c**) Cl. - 'N ''•.,„ 101/4 , 6 x6 ,--. 311W ,s,_ TYPICAL HANDRAIL BRACKET DETAIL r•- ,. -,„ ,,. 0 ‘, ittil x6 A - A • ONE - HANDRAIL - 2679A 1 S/C STD. SHOP PRIMER SHOP NOTES REF DRGS: E2011 _ 1.0 INDICATES PAINT STRIPE SIDE. MARK® IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE -'-_-- '__, PH:503-630-7990 ,-,- ------ --=- _,_AI-— CUSTOM JOB NAME: Jaguar Land Rover Fax:503-630-7888 PIECE MARK TO BE LOCATED ON TOP FACE &AT * SYMBOL U.N.O. A Pgr:503-237-2600 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 A Fab 18625 SE BAKERS FERRY RD 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, -.4%-eu,----- - - - --t- f NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: A — - - , — BORING,OR 97009 CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, I A DRAWN BY: SC CHKD BY: MC FINISH: 1 SIC STD. SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX DETAILS AND ETC...WHERE A REQUESTED,WHERE INDICATED. 6. W& WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/23/2019 DATE: 01/24/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. ZS ISSUED FOR APPROVAL SC 02/08/2019 - _ HANDRAIL 1111 2679A A\ STEEL PIPE: A53 GR-B Type E or S A ISSUED FOR DESIGN REVIEW SC 01/24/2019 , MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:32:17am 02/08/2019 BY: BDS VIRCON • GRID LOCATION A-B/12-11 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH DESCRIPTION REMARKS GRADE FIN MARK MARK PIECES FEET (INCHES 2680A 2 HANDRAILS 1 S/C 2680A 2 PIPE1-1/2SCH40 11-4 3/4" A53-GR.B p227 4 PL1/4X1 7/8 21/8" A36 x6 8 WAGNER RB14025 . A36 TOTAL WEIGHT THIS DRAWING (lbs) = 33 9/16A- (3)-5/16"0 CSBI I(3)-5/16"0 CSB 7/16A/-79/16( D227 ) 7/16 ( D227 ) x6 ) (.1 x6 (3)-5/16"RJ CSB! ( x6 (3)-5/16"� CSB x6 �� ��� N f v fIi / �� �. -s ie\ ._., - 1.1 L =-'� - - _ X0 '' – --- -- - _ - — – – – – – –_– - – — �°o N \ ` N ' p • ( 2680A ) — pIe G 1'-33/4 7'-4 1'41/4 i 1'-33/4 7'-4 1'-41/4 / / (0 6 / 93/4 - Ma X21/2 19/16 , 1 ��� — 2'>> DI I — j (tgj.) M a \ 3/16 V \- TYPICAL HANDRAIL BRACKET DETAIL \\ 8 - 4 s- % \, 9 \, \ ; 101/4 6 66' , - - , ci. ,. , \, \ , \,\ 12 ' \ d) A - A 2 - HANDRAILS - 2680A 1 S/C STD. SHOP PRIMER SHOP NOTES REF DRGS: E2011 1. 0 INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE _ PH:503-63oa990 PIECE MARK TO BE LOCATED ON TOP FACE &AT ® SYMBOL U.N.O. A - - Fax:503-630-7888 JOB NAME: Jaguar Land Rover ," Y _ CUSTOM Pg r: 503-237-2600 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. -_ LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, A = Fab 18625 SE BAKERS FERRY RD NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: A I - = BORING,OR 97009 CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A DETAILS AND ETC...WHERE /� DRAWN BY: sc CHK'D BY: MC FINISH: 1 SIC STD. SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX REQUESTED,WHERE INDICATED. / \ - . 6. W& WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/23/2019 DATE: 01/24/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A I DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. ISSUED FOR APPROVAL SC 02/08/2019 j STEEL PIPE: A53 GR-B Type E or S HANDRAIL 1111 2680A A A ISSUED FOR DESIGN REVIEW SC 01/24/2019 1 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:32:18am 02/08/2019 BY:BUS VIRCON GRID LOCATION A-B/12-11 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH MARK MARK PIECES DESCRIPTION FEET INCHES REMARKS GRADE FIN - 2681A 1 HANDRAIL 1 S/C 2681A 1 PIPE1-1/2SCH40 12'-511/16" A53-GR.B - p227 2 PL1/4X1 7/8 2 1/8" A36 x6 4 WAGNER RB14025 . A36 TOTAL WEIGHT THIS DRAWING (ibs) = 35 9/16 ,,y7/16 (3)-5116"0 CSBI 7/16 ,,9/16 ' (x6 ) {3}-5116"� CSB {x6 {3}-5116"�s CSB �{3}-5/16"� CSB - d 7 _ J.L. __."---,- - . N / ( x6 ' ''-,,\ 1 [ -9.p.L ‘zi- - - - _° 2681A p227 N A ( p227 ) ( ) ` — G G . 1'-33/4 8'-3 1'41/4 / 6 93/4 Jr, 21/2 ( - - - —_--- -- a' ss --- si/il 19/16, 1 M \ �s tr \:-...„ 3/16 \\ \,\ \- - TYPICAL HANDRAIL BRACKET DETAIL 9, � 6 39~ r \ ' `9\ 76 \, ' \ \- \- \ `\ * ' \ Ts 105/1$ 6 \, yaa \ cn 1-- \ 12 ,Av' d) A - A ONE - HANDRAIL - 2681A 1 S/C STD. SHOP PRIMER SHOP NOTES REF DRGS: E2011 1. \ INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT * SYMBOL U.N.O. CUSTOM Fax:503-630-7888 g 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. A Pgr 503-237-2600 jA n Fab 18625 SE BAKERS FERRY RD NOTCH-FREE TO A 112" RADIUS (MIN). NOTE: LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, A BORING,OR 97009 CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A DETAILS AND ETC...WHERE n DRAWN BY: SC CHK'D BY: MC FINISH: 1 S/C STD. SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX REQUESTED,WHERE INDICATED. ! �' 6. W& WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/23/2019 DATE: 01/24/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, / \ DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. A ISSUED FOR APPROVAL SC 02/08/2019 HANDRAIL 1111 2681 A e - - STEEL PIPE: A53 GR-B Type E or S A\ A ISSUED FOR DESIGN REVIEW SC 01/24/2019 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:32:19am 02/08/2019 BY: BDS VIRCON GRID LOCATION BILL OF MATERIAL A-B/12-1 1 SHIP PIECE NO.OF LENGTH DESCRIPTION FEET I INCHES REMARKS GRADE FIN MARK MARK PIECES ' 2682A 2 HANDRAILS 1 S/C 2682A 2 PIPE1-1/2SCH40 10'-3 13/16" A53-GR.B p227 4 PL1/4X1 7/8 2 1/8" A36 x6 8 WAGNER RB14025 - A36 TOTAL WEIGHT THIS DRAWING (lbs) = 30 7/16 9/16 x6 ) 1(3)-5/i&'ø CSB ,y/ 9/16 /16 x6 /(3) 5/16h'ø CSB ( D227 ) [ //7-(3)-5/16"o CSBI ( x6 ? 1 \ 1_ _./ F(3)-5/16"0 CSBI ( x6 ) I --\ I . Ag31 --,.. • ______ _ __ _ _ _ _ __ . ___ _ . . ,_ __ ' 71 , 1 T co / \ c0 _ vC\I IL ( D227 ) C ( 2682A ) C _ A G G 1'-33/4 6'-5 1'414 / Co 6 9314 /c; 4- 21/2 16 ,S - tr 4- : .,,,,• 3116 V ••'''::: ''' --,,:- TYPICAL HANDRAIL BRACKET DETAIL /)•fr ".6.' 76 ,,,., ,., . _,.... , (.;) ,.,. .... 105116 6 / r / -,,,,,,-• /I W'4 - co-- r-- - ''•-.1 • 12 CO ss . d3 AA 2 - HANDRAILS - 2682A 1 S/C STD. SHOP PRIMER SHOP NOTES REF DRGS: E2011 1. 0 INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE --,,, s.... PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT * SYMBOL U.N.O. A2i,- CUSTOM Fax:503-630-7888 Pgr: 503-237-2600 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, A NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: A ----,_-.,- CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, I A ----- ------- =:7' Fab 18625BORING,SEOR AR K9E7R0S09 FERRY R D I DRAWN BY: SC CHK'D BY: MC FINISH: 1 S/C STD. SHOP PRIMER HOLES:AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX DETAILS AND ETC...WHERE A REQUESTED,WHERE INDICATED. - . 6. W&WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/23/2019 DATE: 01/24/2019 SURFACE PREPARATION: SP-2 OTHER SHAPES & PLIs: A36 or A572-50 NOTED OTHERWISE IT WILL THEN WELDS:SEE SHOP NOTES BE CONCLUDED TO BE CORRECT, A DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. /\ ISSUED FOR APPROVAL j SC 02/08/2019 _ - STEEL PIPE: A53 GR-B Type E or S HANDRAIL 1111 2682A Al A ISSUED FOR DESIGN REVIEW I SC 01/24/2019 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:32:20am 02/08/2019 BY: BDS VIRCON GRID LOCATION BILL OF MATERIAL A/12-1 1 SHIP PIECE NO.OF LENGTH MARK DESCRIPTION FEET NCHES REMARKS GRADE FIN MARK PIECES I - 2683A 1 HANDRAIL 1 S/C 2683A 1 PIPE1-1/2SCH40 6'-9 13/16" A53-GR.B - , - p227 2 PL1/4X1 7/8 2 1/8" A36 x6 3 WAGNER RB14025 . A36 TOTAL WEIGHT THIS DRAWING (lbs) = 20 9/16 i 7/16 3/811)518 \ 1 / ...9P I ,t_ , \ , • 7- 'op T_... .iT \c0 --- -, 'CV TV 0& ( D227 ) - A ( p227 ) — G G 1'-33/4 4'-7 / /-- ,- (c) F.- 21/2 9/16/-,-- - ( 2683A ) 7, 1116/ • , _ I co ci. •,, -.., --, 6V it ,,„ -, -•it 1(3)-5/16"O CSBY x6 . - ---: - ' ,7•-•-•:' a x6 , -....,, ..., 1(3)-5/16"o CSB -...,, •,. ,--,:j..1' -, TYPICAL HANDRAIL BRACKET DETAIL -7 I co -. `---,, ---. x6 CSB EN 1(3)-5/16"0 CSB 15/8/ j),9/16 6 -, - , III p 4? (0...,......„..., I ' „. --- cr) , - - CO ,\', / 12 -, ' - - co •., 7.1 t., 71 I 6 \'P. •P .). x6 *).6, I(3)-5/16"0 CSB B - B A - A ONE - HANDRAIL - 2683A 1 S/C STD. SHOP PRIMER SHOP NOTES REF DRGS: E2011 1. 0 INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. 1 REV. RELEASE/REVISIONS BY DATE -1C42: ,_ PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT * SYMBOL U.N.O. A -- :7-— -'57- CUSTOM Fax:503-630-7888 Pgr:503-237-2600 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. -,-.. . -,_, --------- LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, 1 , - .-: .„..-.-. - Fab 18625 SE BAKERS FERRY RD _ , . NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: A NE____ BORING,OR 97009 CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, L DRAWN BY: SC CHK'D BY: MC FINISH: 1 SIC STD. SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS 01.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX DETAILS AND ETC...WHERE L REQUESTED,WHERE INDICATED. 6. W& WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/23/2019 DATE: 01/24/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, ,L DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. A ISSUED FOR APPROVAL SC 02/08/2019 - - STEEL PIPE: A53 GR-B Type E or S HANDRAIL 1111 2683A A Z:\ ISSUED FOR DESIGN REVIEW SC 01/24/2019 • MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:32:20am 02/08/2019 BY: BDS VIRCON GRID LOCATION ISHOP NOTES A-E3/12-11 1.®INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. 11-913/16 (, PIECE MARK TO BE LOCATED ON TOP FACE&AT It SYMBOL U.N.O. 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). —- 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. — _ r 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 . OTHER SHAPES&PL's:A36 or A572-50 1. I-9:3116 TUBE STEEL:A500-GR B,46 ksi / STEEL PIPE:A53 GR-B Type E or S 95/8 V-03116 / �� 3N(01'�6 0 7' 4- Q = co '776 ,� 76 I o 12 (0 / i'..,) ( 2684A ) _ (,)co 0 _ in ' I i ' ONE - HANDRAIL - 2684A 1 SIC STD. SHOP PRIMER REF DRGS:E2011 REV RELEASE/REVISIONS BY DATE I - PH:503-630-7990 JOB NAME: Jaguar Land Rover I Q CUSTOM Fax:503-630-7888 _ Pgr.503-237-2600 LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 -- Fab 18625 SE BAKERS FERRY RD BORING,OR 97009 CONTRACTOR: Perlo Construction BILL OF MATERIAL NOTE: VERIFICATION OF DIMENSIONS, d ( DRAWN BY: SHIP PIECE Na OF LENGTH DETAILS AND ETC..WHERE SC CHKD BY: MC FINISH:1 SIC STD.SHOP PRIMER HOLES:AS NOTED DESCRIPTION REMARKS GRADE FIN REQUESTED,WHERE INDICATED. MARK MARK PIECES FEET I INCHES IF EACH VERIFICATION IS NOT 0 I DATE: 01/24/2019 DATE: 01/24/2019 SURFACE PREPARATION:SP-2 WELDS SEE SHOP NOTES 2684A 1 HANDRAIL 1 S/C NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, 0 I DESCRIPTION: JOB NUMBER SHEET 2684A 1 PIPE1-1/2SCH40 4'-11 3/8" A53-GR.B AND ACCEPTED BY THE APPROVER. Q ISSUED FOR APPROVAL SC 02/08/2019 TOTAL WEIGHT THIS DRAWING(lbs)= 13 I 0 ISSUED FOR DESIGN REVIEW SC 01/24/2019 I HANDRAIL 1111 2684A n MODEL NAME. 18-0295_001-Jaguar LR PLOTTED 084209am 02108/2019 BY'BOO VIRCON • GRID LOCATION BILL OF MATERIAL A/12-1 1 SHIP PIECE NO.OF LENGTH DESCRIPTION FEET NCHES REMARKS GRADE FIN MARK MARK PIECES I I 2685A 2 HANDRAILS 1 S/C 2685A 2 PIPE1-1/2SCH40 7'-1 1/16" A53-GR.B p227 4 PL1/4X1 7/8 2 1/8" A36 x6 6 WAGNER R814025 . A36 TOTAL WEIGHT THIS DRAWING (lbs) = 21 9116 L 7/16 7/16 9/16 •* , f,-•,- ( D227 ) (3)-5116"0 CSBI54 ( D227 ) ... 1(3)-5/16"0 CSBI 1(3)- /16"0 CSB 49 ....,sr. 71. \., co _ 0 — t_A_ G ILt G 11-33/4 3'-8 1'41/4 / / / 1'-33/4 3'-8 1'41/4 / / / 693/4 49 / , ,.... Q. . • (•," _N. /Z 1- 21/2 , ( 2685A ) / 1A 9 -/16 • - ---------- I(3)-1(3)-5x6 - /i6ø CSB 0., ,,,,• ,,,,,., , , Te / 3/16 V „,' ,, (X6 ) . , •,,‹. TYPICAL HANDRAIL BRACKET DETAIL • 101/4 6 co 2i , ),, , '4,5j i• , tit • N ' a N ' . 6 r•-. - ,''' 12 , — x6 A - A . . 2 - HANDRAILS - 2685A I S/C STD. SHOP PRIMER SHOP NOTES REF DRGS: E2011 1. 0 INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. 1 REV. RELEASE/REVISIONS BY DATE --*--*.W_ 503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT * SYMBOL U.N.O. A I __ . =__-- Fax:503-630-7888 Pgr:503-237-2600 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, 1 ,I 8625 SE BAKERS FERRY RD NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: A BORING,OR 97009 CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A ,_„,. .----_,:,..1-7.-- ------111;__ CUSTOMFab1 DRAWN BY: SC CHK'D BY: MC FINISH: 1 SIC STD. SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX DETAILS AND ETC...VVHERE A REQUESTED,WHERE INDICATED. - . 6. W&WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/21/2019 DATE: 01/24/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. A /8\ I ISSUED FORAPPROVAL . 02/08/2019 - - STEEL PIPE: A53 GR-B Type E or S HANDRAIL 1111 2685A /3\ A ISSUED FOR DESIGN REVIEW SC 01/24/2019 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:32:21am 02/08/2019 BY: BDS VIRCON . . GRID LOCATION • BILL OF MATERIAL A-B/12-1 1 SHIP PIECE NO.OF LENGTH K DESCRIPTION FEET NCHES REMARKS GRADE FIN MARMARK PIECES I I 2686A 1 HANDRAIL 1 SIC 2686A 1 PIPE1-1/2SCH40 11'-2 3/4" A53-GR.B - m113 1 PIPE1-1/2SCH40 2'-7" A53-GR.B TOTAL WEIGHT THIS DRAWING (lbs) = 35 Co s • _ _ _ ...... _ _ _ ... . _ _ p , (. ..- i . I \3/16 V \SMOOTH II I II (0 111 07 r.,... I 1-i• -' F1 Z\I I 1 II I— I co I :Iii - I I E I----- 1, ( 2686A ) III Iii F I ' I I 1 3'-21/16 3'-21/16 / / 6'41/8 / ONE - HANDRAIL - 2686A 1 SIC STD. SHOP PRIMER SHOP NOTES REF DRGS: E2011 1. 0 INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT * SYMBOL U.N.O. A , _ _-_-__,,_ ,',1-- = -;71 CUSTOM Fax:503-630-7888 Pgr: 503-237-2600 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 -- 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, A - - T- ---c---f 1 Fab 18625 SE BAKERS FERRY RD _ _ , NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: A BORING,OR 97009 CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A DRAWN BY: SC CHK'D BY: MC FINISH: 1 SIC STD. SHOP PRIMER HOLES:AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX DETAILS AND ETC...VVHERE A REQUESTED,WHERE INDICATED. - . 6. W& WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/23/2019 DATE: 01/24/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. - A ISSUED FOR APPROVAL SC 02/08/2019 - STEEL PIPE: A53 GR-B Type E or S HANDRAIL 1111 2686A A A ISSUED FOR DESIGN REVIEW SC 01/24/2019 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:32:22am 02/08/2019 BY: BDS VIRCON GRID LOCATION I SHOP NOTES A-E3112-11 1.0 INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. PIECE MARK TO BE LOCATED ON TOP FACE&AT*SYMBOL U.N.O. 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S c0 T e---1 \ I \ €I Q` 4Z ( I I. 1' I /\ I I I I 1 1 I I II I I CO1 '11 III s...- I ! ! Ni" CV I I I 1I IIk iI II1 III I III II 1I II II III I I i 2687A ) 1 = If IIV II 1i III I 1 • I r� 3'-87/8 I .I ONE - HANDRAIL - 2687A 1 S/C STD. SHOP PRIMER REF DRGS:E2011 REV.( RELEASE/REVISIONS BY DATE CUSTOM PH:503-630-7994 SOB NAME: Jaguar Land Rover IA( _ L V S 1 OM Fax:503-630-7888 ,7 Pgr.503-237-2600LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 4A Fab 18625 SE BAKERS FERRY RD BILL OF MATERIAL NOTE: A BORING,IR 97009 CONTRACTOR: Perla Construction VERIFICATION OF DIMENSIONS, ADRAWN 8Y: CHK D BY: SHIP PIECE NO.OF DESCRIPTION LENGTH REMARKS GRADE FIN DETAILS AND ETC...WHERE SC MC FINISH:1 SIC STD.SHOP PRIMER HOLES:AS NOTED R MARK MARK PIECES FEET I INCHES EQUESTED,WHERE INDICATED. IF EACH VERIFICATION IS NOT A I DATE: 01/23/2019 DATE: 01/24/2019 SURFACE PREPARATION:SP-2 WELDS:SEE SHOP NOTES 2687A 1 HANDRAIL 1 S/C I NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A I DESCRIPTION: JOB NUMBER SHEET 2687A 1 PIPE1-1/2SCH40 8'-71/2"I A53-GR.B AND ACCEPTED BY THE APPROVER A ISSUED FOR APPROVAL SC 02/08/2019 HANDRAIL 1111 2687A IA TOTAL WEIGHT THIS DRAWING(Lbs)=22 I A ISSUED FOR DESIGN REVIEW SC 01/24/2019 MODEL NAME:18.9 _001-Jaguar LR PLOTTED.08,4254am 02t0612019 BY.6DS VIRCON GRID LOCATION ISHOP NOTES A-B/12-11 1.+`3 INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. PIECE MARK TO BE LOCATED ON TOP FACE&AT le,SYMBOL U.N.O. 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S • ISTA IR 3 DECK LENGTHSI BILL OF MATERIAL SHIP PIECE NO.OF DESCRIPTION LENGTH REMARKS GRADE FIN MARK MARK PIECES FEET I INCHES 2707A 6 W2,22GA STEEL DECKS 2707A 6 W2,22GA STEEL DECK 3'-4 1/2" STEEL• 2708A 4 W2,22GA STEEL DECKS 2708A 4 W2,22GA STEEL DECK 3'-4 1/2" STEEL 2709A 2 W2,22GA STEEL DECKS 2709A 2 W2,22GA STEEL DECK 3'-4 1/2" STEEL REF DRGS:STAIR 3 2710A 2 W2,22GA STEEL DECKS REV. RELEASE/REVISIONS BY DATE PH:503-630-7590 JOB NAME: Jaguar Land Rover 2710A 2 W2,22GA STEEL DECK , 3'-5" STEEL Q CUSTOM Fax.50330.7886 9 Pgr.503-237-2600 2711A 3 WZ,22GA STEEL DECKS Q , Fab. 18625 SE BAKERS FERRY RD LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 2711A 3 W2,22GA STEEL DECK 3'-4 1/2" STEELNOTE. Q BORING,OR 97009 CONTRACTOR: Perlo Construction 2712A 8 W2,22GA STEEL DECKS VERIFICATION OF DIMENSIONS, Q I DETAILS AND ETC..WHERE Q I DRAWN BY. SC CHKD BY. MC FINISH:- HOLES:AS NOTED 2712A 8 W2,22GA STEEL DECK 3'-11 1/2" STEEL REQUESTED,WHERE INDICATED. IF EACH VERIFICATION IS NOT Q I DATE: 02/07/2019 DATE: 02/07/2019 SURFACE PREPARATION: WELDS:SEE SHOP NOTES 2713A 2 W2,22GA STEEL DECKS NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, Q I{DESCRIPTION: JOB NUMBER SHEET 2713A 2 W2,22GA STEEL DECK 3'-11 1/4" STEEL AND ACCEPTED BY THE APPROVER. Q STAIR 3 DECK 1111 2707A TOTAL WEIGHT THIS DRAWING(lbs)=42 I ISSUED FOR APPROVAL SC 02/08/2019 I MODEL NAME.18-0295_001-Jaguar LR PLOTTED.084210em 02/08/2019 BY BDS VIRCON perlo SUBMITTAL INSTRUCTION JAGUAR LAND ROVER OF Subcontractor: KO Custom Fab Inc. PORTLAND Submittal#: 89 Rev#: 0 Specification Section: 05 51 00 Perlo Job Number: 1368 Date Submitted: 2126119 Submittal Item: Stair#4 Shop Drawings Please Respond By: 3/5/19 PROJECT SITE: PERLO CONSTRUCTION HAS REVIEWED THIS SUBMITTAL DATE 2126119 SIGNED Jake Jensen Jaguar Land Rover of Portland 10125 SW Washington Square Road REVIEW BY CONTRACTOR IS UNDERTAKEN SOLELY TO g q SATISFY ANY OBLIGATIONS OF CONTRACTOR TO OWNER Tigard, Oregon 97223 AND DOES NOT IN ANY WAY RELIEVE SUBCONTRACTOR FROM HIS OBLIGATION FULLY TO PERFORM ALL SUBCONTRACT REQUIREMENTS, NOR SHALL SUCH REVIEW APPROVER: GIVE RISE TO ANY RIGHT OF ACTION OR SUIT IN FAVOR OF SUBCONTRACTOR OR THIRD PERSONS AGAINST CONTRACTOR. REVIEW DOES NOT EXTEND TO Mildren Design Group CONSIDERATION FOR STRUCTURAL INTEGRITY,SAFETY. DETAILED COMPLIANCE WITH CONTRACT REQUIREMENTS Attention: Curt Trolan OR ANY OTHER OBLIGATION OF THE SUBCONTRACTOR. 7650 SW Beveland Street, Suite 120 SUBCONTRACTOR IS FULLY RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL DIMENSIONS; Tigard, Oregon 97223 FABRICATING AND CONSTRUCTION TECHNIQUES; COORDINATING HIS WORK WITH THAT OF ALL OTHER TRADES,AND THE SATISFACTORY PERFORMANCE OF HIS GENERAL CONTRACTOR ENTIRE WORK IN STRICT ACCORDANCE WITH THE CONTRACT DOCUMENTS. Approver's Stamp: Perlo Construction Attention: Jake Jensen NO EXCEPTION NOTED Q MAKE CORRECTIONS NOTED ❑ 11450 SW Amu Street REJECTED ❑ REVISE AND RESUBMIT 0 Tualatin, Oregon 97062 THIS REVIEW IS FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY. ANY DEVIATION FROM PLANS OR SPECIFlCATIONS NOT BN REVIEWED.ARLY REVIEWOT CONNOTED Y NOT CONSTITUTE A COMPLETETHE CONTRACTOR HASNOT CHE SOF ALL DETAILED DIMENSIONS OR COUNT OR SERVE TO REIJEVE THE No Exception ❑ Make Corrections CONTRACTOR OF CONTRACTUAL RESPONSIBILITY FOR ANY ERROR Rejected ❑ Revise and Resubmit OR DEVIATION FROM CONTRACT REQUIREMENTS. This review is for general conformance with design concept TM RIPPEY CONSULTING ENGINEERS only. Any deviation from plans or specifications not clearly noted by the contractor has not been reviewed. Review PORTLAND, OREGON shall not constitute a complete check of all detailed 2/28/2019 VA5[LY LEBEDEV dimensions or count or serve to relieve the contractor of )� �Y: contractual responsibility for any error or deviation from the contract requirements. Date:03-04-2019 Reviewed by:CLT MILDREN DESIGN GROUP.P.C. 0R CCB 189245 ' LICENSED THROUGHOUT THE WESTERN UNITED STATES AZ ROC 293181 0 KO Custom Fab Inc. PO Box 1343 OR CCB:196494 Estacada, OR 97023 WA CL#: 18625 SE Bakers Ferry Rd - Boring, OR 97009 KOCUSCF884KW PH: 503-630-7990 - Fax: 503-630-7888 Transmittal #1111-14 To: AAI Engineering 4875 SW Griffith Drive,Suite 300 Beaverton, OR 97005 Ann: Chemelle Stark/chemelles@aaieng.com Date: 2/13/19 Project: #1111 -Jaguar-Land Rover PERLO REVIEW 2.22.19 Items Included: HS #1111 - IFA #014 Stair#004 for Engineer Stamp Shops: 1700- 1732 Rev. B, 1739 Rev. A dated 2/08/19. Erection Drawings: E1011 & E1012 Rev. B dated 2/08/19. "For Engineer Stamp" Via email Please review and return no later than 2/20/2019 $oto c T URgt \5��ED`P"OfF` Thank-You KO Custom Fab, Inc. 72666PE Lee Morris OREGON Lee@kocustomfab.com ',!i `�4p 8 go�`� �� I EXPIRES: 6/30/20 I © 22'-6112 0 0 0 Ftp,? DECK NOTE 4: *p__.,,,, I''' Ak, LANDINGDECKLANDING DECK FASTENED TO SUPPORTS 2 PANELS 5'-114 LANDING DECKPR JE T N RTH I ,� �� :4177. 23A ^�' @ ,� J I WITH HILTi X-HSN 24 AT EACH LOW a" X4X114 C � 1 PANEL @ 3'-117118 � ,3 PANEL 7.-1 �� FLUTE AND 12" O.C. AT PARALLEL FLUTES 4 1 4*/: O.S. 2'-2" LANDING DECK 8'11 � ; it'"? ^\N � 8; / FIELDS CUT AS REQUIRED AROUND STEEL I o ,+: ^\ ,� 1 PANEL(a@341001� f 8 I n 8 I � "� ,: ° � Ct I � n n I tr��tj n n � ryD�� " �4��3,q n n � ��, DQ�"'o 44�?3 9 ° n 2 ^\ry � e�:v O' V� ° a � ,\ry iii': ,��O T�Sxr/4 n p -� ^\ry � ����� T4�Sx� ° a �� ge,0QwQQ ^ 3 ,� y�� �9 �4711, n I � � � :,i%iii � o � 30, � , N� �j/� � ^\ti �C8 s'� � ° �,;� T.O.S. 2 -2 a �,,,� � O k20 E� j v � - j� ` � �� � cpm�lr r` r9, pr? � _ 4�v Q� ►���� � ` ` , _:f j��� v^rya o I ,.\� / y 4 �: ^�' ,'� , � ., �^ry,��� SA >_,- ,`, t. w� O � 1717A ,,Wyi , 441 ' ,.\ry �. J ,^ F� �S �° NDING DECKN� � -p PIPE1-112SCH40 ��' v j , � � � � 4PANELSC� s'-5. ,� � o� ."� 3° �^aNb� � ,/// / +.\ry ry (C e +� p' 'fj 7,5°) �/� � ,O 2 PANELS an. 3K5 p�� � CD1721A J� � `�' h j// p� N � NPIP 1-1/2SCH40 //4 �c�, Ck `o II� ii � � Q' • % 7404.. ...311�fj � � � Q /,.. o�� � ,;� ilii � oy2 � n PIPE1-112SCH40 I j V/4/ - / / 1714A / 1 n j \N// j j • PiPE1-112SCH4Q AnaIRelIA% / /II : / rz, ,/ / .�,� /"-•._ . j � j n ,� n Alf ::'". ..41ii... / To / 0) /41. 4\fi,7- / ,/ ,,,, ^\�, ^ \ Er\ti ry :/// "� ^\�,, ^T. /c) �- -.."-\,,,,, / , '� ^ 70: ,%zr,r,://. � • fl ."/ . (/6 )-- --- -00---/- /P-41 ,7 //k / _ <0 * /// 111!,tfil ofir :: ., N I ,___ 40 • 4 e 1/ k; / / li ;73 gc° / tif /,/ / i, gq) //,"/ ,;./,, 1 4-71,11,/ op 4, � k � ' , 7:0 1/483-kw '4 / / <<� �/ cy � ict: / T ., �,� j.,,..///41. f I � ' .4, ^� • 3��/8 / �� r'3"j /40r � 7),>J4 'S/ j � � �\N � 44 �ir ,\`y � � 4��.�q /8 �r� I ,.\`ti � i �48 r, � 7 , 1722A _ 1:o.1-‘7,4 ��' v� 2 ^� � �ti I O 1/43'1-774 �� ��w ;; . ^ ,� ! 1722A 'QS \ �� '�, ^ry � 4..\' 1722A 4 L4X4X1/4F r7,3„ [v Q. I L4X4X114y' 41./ Q M ! I L4X4X114 2.5v,4,,,: .. V 1720A T.O.S. 11 -3 718 v �/8 Q � b ;op/ T.O.S. 11'-3"7I$ � �, 0 � Q °t T-O-S. 24'-4"518 � /8 •� Q� Q�ryb' PIPE1-112SCH40.At *co' � .� ry� � 4* . ry� D ET. 3 4: �,\m ! 4� �ry��� 7,41,0D/"4„)://r, , I �4 p �ryk�� / �4' �4' '� TYP�_ �� � si �-")_ ,0 8,T/ 4,p �`'/ 8`'84,p `43/IC : ... _(9,: 5. 1p7� j Canbereducedlas I j Canbe reduced as — — — — — — - — - — - - _ __—VI r 1 needed for field clear Can be reduced as yLANDING DECK C Gjr� LANDING DECK -Q 2 PANELS @ 5'-7 needed for feld clear V,Q 2 PANELS @ -21/ dimension difference needed for field Clear1 PANEL Ca)4' 2�Ig8' Ey 8, dimension difference8, .1 PANEL(a7 4'-2118 ImenSion i erenCe ��E<8-, o�? Cti. FCo' STAIR 4' PLAN AT LEVEL 2 F/��o' STAIR 4 PLAN AT LEVEL 3REDUCED CLEARANCE RAIL STAIF� 4 PLAN AT LEVEL 1 2No. 313 " 0x 5Lg 1 518 2 1112 Tzzt11/2 2 51186 No. 314"fid x 7" SIMPSON STRONG-BOLT 2 _ ^�, SIMPSON STRONG-BOLT 2 F-ro �,6V � �' with a minimum of 5114 " embedment _ h 1t,•� A minimum of 2718 EMBED ,t spx, ,.._ //// H IN H .zz`/ i 1/4V 2 `p31116 6112 31116 �_ 1728A _ - - - - "'\ _ _ ii , \ C��/� `� ?'/�-, PL114X6 314 '�, �/ l / , 1 j �\ , � rs slDes7 - - �� F - F °° _�� _�` �j� �� `� 1�4�CDETAIL 3 m I1 / . -L - N N I- r� - - / �/ ��4�� \- 1731A 1727A 1 / P 1!; 1728A � 1731A PL3/8X3 112 j / L3 8X3 112 F 172PL18 6 114 I '/16PL318X3 112 co3/161 / 5,16 �,6 �i H - H5,66 - - 1 Can be reduced as -7 1730A I`�/� - E - E needed for field clear ® PL5/8X12 1730A WALL PLATE LOCATED CENTERED dimension difference E PL5/8X12 ON SHEAR PLATE AND TO BOLT - E '3 � INSTALLATION REQUIREMENTS 1713A DETAIL 1 DETAIL 2 PIPE1-112SCH40 0 0 MA TAIN MINIMUM 37116 3'-37116 \ 1'-6318 3'-37116 37116 STRINGER NOT SHOWN FOR CLARITY STRINGER NOT SHOWN FOR CLARITY OF 5" CLEARANCE BE EEN HANDRAIL 21/2 21/2�� j ko AN SIDE WALL GRIND T 0 0 / SMOOTH/ /� `� MA TAIN MINIMUM _ 0, G - G OF .5" CLEARANCE jEl 1-6W--1 . _ --L-1 /// BE EEN HANDRAIL -� G ANI) GUARDRAIL a �E o a „ELEMENTS ao r �' r ERECTION NOTES 4 No. �/8 O x 4112 SIMPSON STRONG-BOLT 2 , //;/" __- _ cV N N with a minimum of 31/4 " embedment E 1/4 T 1 E 1 . SITE WELDED MOMENT CONNECTIONS ARE MARKED: A TYPICAL BOLT DETAIL FOR EDGE ANGLES i 1 4DAT TOP FACE & END SHOWN ,4� 2. MEMBER TO BE ERECTED WITH ASSEMBLY MARK' i ,�\. _ = 3. COLUMNS HAVE DIRECTIONAL & PIECEMARK INDICATED ON FLANGE �, _ 4. MEMBERS ERECTED TO PAINT STRIPE OF CONNECTION PLATE -� I 5. BEAMS ERECTED TO COLUMN FLANGES FIRST WITH BOLT HEADS 1 N DET. 2 DET. 1 c / 14 GL_0, INSTALLED TO INSIDE OF FACE OF COLUMN FLANGE. REF DRGS: 6. ALL TC BOLTS ARE TO BE FULLY TENSIONED WITH THEIR SPLINES SNAPPED OFF REV. RE�EASE'REv's'°"s BY DATE PH:503-630-7990 JOB NAME: Jaguar Land Rover 3314 3'-6 1'-05I8 3'-6 3314 ALL "N" BOLTS ARE TO BE HAND TORQUED. 0 Fax:503-630-7888 CUSTOM Pgr: 503-237-2600 LOCATION: 720 NE Grand Ave. Portland Oregon 97201 8'-8118 7. WHERE POST FIX ANCHORS (HILT'S ETC} ARE USED, COORDINATE LOCATION � ' Fab B62R5�sEBRK�RSFERRY RD g BORING. 9 009 CONTRACTOR. Perla Construction TYPICAL LANDING SECTION WITH EXISTING CONCRETE REINFORCEMENT TO ENSURE REINFORCEMENT IS NOT NOTE: ff /� VERIFICATION OF DIMENSIONS, / \ I (TYPICAL STRINGER WELDS) DAMAGED DURING INSTALLATION. DETAILS AND ETC... WHERE A DRAWN BY: SC CHK'D BY: MC FINISH: HOLES AS NOTED REQUESTED, WHERE INDICATED. /� ALL DIMENSIONS (INCLUDING LEVELS) SHOWN ON THIS DRAWING HAVE BEEN PRODUCED NOTEDO HERWSETIIOWILLnTOHEN !n DATE: 11/23/2018 DATE: O2IO8I2O�9 MATERIAL WELDS: BE CONCLUDED TO BE CORRECT, / \ DESCRIPTION: JOB NUMBER SHEET AND PROVIDED FOR THE ERECTION OF STEEL AS IDENTIFIED AND DETAILED BY BDS VIRCON ONLY. AND ACCEPTED BY THE APPROVER. ISSUED FOR APPROVAL SC 02/08/2019 THESE DIMENSIONS SHOULD NOT BE USED TO LOCATE CONCRETE OR ANY OTHER TRADE WORKS. IA ISSUED FOR DESIGN REVIEW SC 01/17/2019 STAIR 4 11 1 E1011 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 08:00:01am 02/08/2019 BY:BDS VIRCON X I 12" prior to radius at _1714Aupper landing 6 PIPE1-1/2SC -140 • - 1715A �2...iPIPE1-112 C 40 1709A - 12" prior to radius at S -3 1I4 TOP OF I �' e o .upper landing PIPE1-112SCH40 o SLAB � 12" extension at ` ' 23/16 7 \ E bottom landing - ` I v :) _ _ / l 4 17 P PE 1Al/2SCH40 1707A •• _ 1 ' - - - -----'1 - .1724A , 11'-9118 0 7'-4 4'-11 S1g MC8X20 y 5/16 -; 1731A ° L4X4X1/4 1'-1 - PL318X3 1/2 1719A j _ _ 1723AEP 1 1 PIPE 1-112SCH40 \ 1730A 7 3-1 4 12 -N .,� I��'' L4X4X1/4 PL5/8X12 ,r / r ,' ' t — � 4 - -J 4'-1 4'-1 0 co o / / / o ,r / "' N ►�-I 1700A N 23/16 s'-1 �� 21/4 N EL+24-8518 ��� C12X20.7 X v-7 . gP1E111-1/2SCH40 �I 12" prior to radius at 8'- 16 _ _ . _ 1713A a • , upper landing / / _ e a ° e �� PIPE1-112SCH40 19'-9" TOP OF SLAB 1722A a �1731A 2' 1716A jV- 1722A 1705A _..,/ '1417 MC8X20 L4X4X1/4 ° PL3/8X3 112 PIPE1-1/2SCH40 1i2" '-' L4X4X1/4 M 1 8'-3 12 1723A �� d 411 3'-351 71 - - --- - - - - 1731A 2 s \_ 7 A e e PL3/8X3 112 L4X4X1/4 �� I o CO f PL5/8X12 %� o 0 co 11 �,, 4'-35/8 3518 - 23/16 7 r 1 - 71/2 3'_35/8 41/2 4'-35/8 / N ; ' 1731 A N N• 2 14 PL5/8X12-12 !-- ' --- 5'-1018 PL318X3 112�i 435/.— z, I I C12X20.7 7f-'rr 7,G, -- - -- --- v" `' ° o . . 0 0 0 0 r, - 1706A • co• 12" extension at v- ° ° 1724A 1724A 1110A - MC8X20 L4X4X1/4 L4X4X1/4 ° °� 1731A Co PIPE1-112SCH40 1723A Co bottom landing / �' f /=—° PL318X3 112 12 prior to radius at l upper landing - _.I v 17301 4112 3'-1 7112 PL5/8X12 \ L4X4X1/4 / v" PL5/8X12 71/2 3-1 4112 4'_1 13'-9 5'-0114 Can be reduced as 1713A r - - co- , i5/8/ 41-1 , neede for field clear PIPE1-112SCH40 Can be reduced as v I - 1'21518 dimension difference f - J11 \ needed for field clear - 1 " , 6'_2112 17iE ' /2SCH4O8 Can be reduced as Widimension difference - j -• - needed for field clear i - J ( � 1 dimension diference o / � , 17 A \ 7„ MAX I v" 2 1 , r = Q o i N '� C1 OX20.7 (171-3" 130. 6.8") 23116 14 , EL+11'-7718 `y �� v v' , N ll ! � // ., / , Ni : 410 ` N: It N o -1 1705A _� © -IPE1-112SCH40 X111 .2A r ° 1722 ' ° 1731A MC8X20 L4 114 : : 11'-11 " PL318X3 1/2 L4X4X1/4 1723A • ` 41/2 3=3518 7112 / .' 12" prior to radius at — 7 1731A 1723L4X4X1/4 - 1730A upper landing _v',. PL3/8 3 1/2 1730A 4'-35/8 L PL5/8X12 PL5/8X12 1 � 1 4'-3518 co` ,i 5'-3112 v"� 7 /2 3 7,35/8 4 12 `� 1713A,, iz,- 1 741111 5'-11 14 12" extension at , / / PIPE1-112SCH40 �� / I bottom landing 1'-011118 "� / 4.3518 / moo co ti _.-. - 1 -3511 '!717A J �/ N. N. 1703A '� T :12„.= -112SCH40 ( �, / -•—'' r , -- Y ` s .. N r C12X20.7 •I' � - 1721A = -0 _ c) 1151E o o PIPE1-112SCH40 \ `f' 19/16 N DET. 2 N ,_1731A ib `' EL+2'-6 % PL318X3112 I CO ; 1 \ \ i 1 I illo 0 0 1708Aco ° ° 1725A UXI41723A L4X4X14 i`v N ° °"' 1727A ELO 'I ° ° t - - � 3'-11 / L4X4X1/4 N �- '� �'--- ___ .�° __ -------- �--- / __ ---- ��- �1730A ------ PL3/8x3 1/2 _ — ----- 1720A ° I i ° ° 11 1704A LI 1 PL5/8X12 41/2 2'-117/16 1/2 1730A PIPE1-112SCH40 '� C12X20.7 DET. 3 1 F_ 7 / r / '�7 PL5/8X12 1314 3'-8 4'-107116 7 12< / 2 11 116 r 41/2 3 -11112 i / 3'-11112 12'-7112 2,-(e/4 15' 16 3'-8 4'-107116 C _ C A - A / B - B / E1011 E1011 E1011 12" extension at bottom landing 21/2 8'-8118 i IE /GRIND 114/ 315/165/16 \SMOOTH 33/4 ID 4,..35/87 ` 4'-11/4 S. ` , ERECTION AID 1714A ANGLE, REMOVE ass - 3 No. SIMPSON SL25300PF TO COMPLETE 1732A 1732A 2314 EMBED PIPE1-112SCH40 FIELD WELDING I 1732A , ' _ / PL318X4 PL3/8X4 `� y �� � ♦ I T' I.'', -I � II _ PL3/8X4 / �`� _ _ TYPICAL WALL MOUNTED HANDRAIL BRACKET \ 3 \ - �i I / _E I r----- �1161� 1�1fi���\ — �� / 1 - -- '- ----- /T . , TYPICAL GUARDRAIL / _ �, CV N , POST DETAIL 114V /16 li a II ey . 3 SIDES 1 ,r731/2 5/16/ U `+ IIS.' 5 3/16V / 14V + ♦ ab - �l �' . 4 u. 2 No. 18 O x 5 Lg 3116 V E - E 6- ' ' ' '` 2 No. 518 " O x 5'Lg• • ' S SIMPSON STRONG-BOLT 2 / 1/4 V t ` be:1/2' / / 13/4\_SIMPSON STRONG-BOLT 2 13/4 A minimum of 3112 EMBED 1 } , , , , , 1 _ Il , r r —1 I-- r--, 1—, r—, _ LE_e• /� ' A minimum of 31/2 EMBED / / SPECIAL INSPECTION REQ'D. ` Q T ' APPROVER PLEASE VERIFYSPECIAL INSPECTION REQ'D. 1 _ N IF EDGE PLATE IS TO EXTEND DETAIL 3 33/4 3'-6 114 1707A ABOVE SLAB DETAIL 2 _ � 114 D MC8X20 - � , , D _ ❑ 33/4/ , 3'-6 ` 4'-103/8 ERECTION NOTES 1 . SITE WELDED MOMENT CONNECTIONS ARE MARKED: A g, 8118 2. MEMBER TO BE ERECTED WITH ASSEMBLY MARK AT TOP FACE & END SHOWN 3. COLUMNS HAVE DIRECTIONAL & PIECEMARK INDICATED ON FLANGE D - DEDGE PLATE IS 4. MEMBERS ERECTED TO PAINT STRIPE OF CONNECTION PLATE E1011 NOT REQUIRED TO 5. BEAMS ERECTED TO COLUMN FLANGES FIRST WITH BOLT HEADS EXTEND ABOVE INSTALLED TO INSIDE OF FACE OF COLUMN FLANGE. REF DRGS: SLAB WITH BOTTOM RAIL 6. ALL TC BOLTS ARE TO BE FULLY TENSIONED WITH THEIR SPLINES SNAPPED OFF, REV RELEASE/REVISIONS BY DATE Fax:503-630-7888 JOB NAME: Jaguar Land Rover PROVIDED AS ALL "N" BOLTS ARE TO BE HAND TORQUED. ' A PH: 503-fi30-7990 CUSTOM Pgr: 503-237-2600 SHOWNFab 18625 SE BAKERS FERRY RD 7. WHERE POST FIX ANCHORS (HILTI'SLOCATION: 720 NE Grand Ave. Portland, Oregon 97201 ETC) ARE USED, COORDINATE LOCATION - A BORING, oRs7009 CONTRACTOR: Perla Construction WITH EXISTING CONCRETE REINFORCEMENT TO ENSURE REINFORCEMENT IS NOT NOM: VERIFICATION OF DIMENSIONS, / DAMAGED DURING INSTALLATION. DETAILS AND ETC...WHERE A DRAWN BY: SC CHK'D BY: MC FINISH HOLES AS NOTED REQUESTED,WHERE INDICATED- IF EACH VERIFICATION IS NOT A DATE: 11/23/2018 DATE: 02/06/2019 MATERIAL: WELDS: ALL DIMENSIONS (INCLUDING LEVELS) SHOWN ON THIS DRAWING HAVE BEEN PRODUCED NOTED OTHERWISE IT WILL THEN n AND PROVIDED FOR THE ERECTION OF STEEL AS IDENTIFIED AND DETAILED BY BDS VIRCON ONLY. ANDABE ONCLUDED D BYOTHEAP E COROV R. A/ ISSUED FOR APPROVAL SC 02/08/2019 DESCRIPTION JOB NUMBER SHEET THESE DIMENSIONS SHOULD NOT BE USED TO LOCATE CONCRETE OR ANY OTHER TRADE WORKS. � ISSUED FOR DESIGN REVIEW SC 01/17/2019 STAIR 4 1111 E1012 MODEL NAME: 1B-0295_001-Jaguar LR PLOTTED: 08:03:37am 02/08/2019 BY:BDS VIRCON GRID LOCATION F-G/7-5 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH MARK MARK PIECES DESCRIPTION FEET (INCHES REMARKS GRADE FIN 1700A 1 STAIR_STRINGER 1 SIC 1700A 1 C12X20.7 11'-0 318" A36 a42 2 L3X3X1/4 5-3 7/8" A36 a63 2 L3X3X114 3'-6" A36 a67 2 L3X3X 114 10 718" A36 6 6 m74 1 C12X20.7 11'-0 3/8" A36 NO PAINT ON NO PAINT ON 13257 ) 1 m75 1 C12X20.7 1'-1 5/16" A36 \ 1-/-1-.1 OUTSIDE FACE OUTSIDE FACE /1 ( D257 )OF PLATE, 1". OF PLATE, 1". / \ m76 1 012x20.7 1'-1 5116" A36 ,. rr 103116 / 9'-2 6'-11� m ' ! cn m77 1 C12X20.7 6-1 1/4" A36 5 5'-49116 37/8 \ I m78 ) �- m78 1 C12X20.7 6' 1 3/16" A36 / / / / m76 ID6 a42 ) p252 9 SHT14GAX21 718 3'-6" A36 3115 C 6 111116 p257 4 PL1/4X3 6" A36 „ ( p257 ) / m76 ) m74 ) m78 3/161/ N ( 13257 ) p314 1 SHT14GAX14 1/16 3'-6" A36 TOTAL WEIGHT THIS DRAWING (lbs) = 1171 I . _ _ ,1I - f I (a67 ) 1 ( a42 ) v I - 4314 10718 }1 33116 i 5,-3 7 I8 /37/8 r� M 110 �b ' / / 1 1 � C D252 I( 0252 ') ( P252 ,I ( 13252 ) ( P252 >( o252 , ( p252 )( o252 ) (252 ; ' w < 11 1 I8V 1h 12 ./ / / / / / (a63 ) CIU) , ) I En 6 I NO PAINT ON 6 1. , r INSIDE FACE 4314 10718 1 313116, 5'-3718 3718 -' t a42 OF TREAD, TYP. ® coCiEll .t. 1/8 V 11/2„ a67 3i167 a42 ) Ne 3116 1 I —-- _ _ __ _ _ _ / NO PAINT ON NO PAINT ON ' NT - -1 - r - - - r i 1 �; - - - I ( D257 ) 1 OUTSIDEFACE OUTSIDEFACE 1 ( o257 ) 257 - - \ OF PLATE, 1". OF PLATE, 1". �J C 13 ® 13257 6 1 11 3/16V ® ( 1700A ) 3116 V ;_�/ 6 ,;' V k" 115116 C - C D - D D / / 4 _1C , " 1 a' �FuII Length of Pan cP 18 V 2"-12"\ A - A 1181( 11h" C TYPICAL TREAD DETAIL DETAIL 1 161-111/16/ / 1031169'-2 :: : - / , 16'-111/16 / / / 1/4103/16 103116 / 9'-2 6'-1112 / 111/16 4 5'-37/8 3518 / 6'-13116 4,1/4 // RD 2'-109116 3718 5'-10 111/16//4/ 5'-3718 / 3518 37/13 g1N6 `'�hc\Q �` A 91\6 % <CJP, 3 SIDES O �� NO PAINT 011 /1\ CCJP, 3 SIDES W 9 ,�A \ / O NO PAINT `ON TOP FACE A ` ( 13257 ) `�11� ON TOP FACEIs s `512 m78 16 3/ ) — ' , ,0'11 3 1 _ / / 0'th 3 , a 1 kViS — — — - —vic(t (Di — L —.- \'''' (c' 0'11 / / I' F PER TOP I ,,, 0 (r) co �% '�A - L - - - - _I 1— I N '\' I I REVISEOFSLA3 '� 0,921/,\',A1), �'� I - - — R ,� `31� ,,0"11 i- = = C = - - - - N_NO PAINT '� eP '11� NO PAINTELEVAT IONS AS , 0r - _ _ 9PROVIC DON �� - - - 133/ ® a21F/S�, 2 12 BOTH SIDES \' a42 3/ 2 -12" NEAR SIDE . [h I 8 3116 2"-12� 1// 1�, AROUND N0 , 61% - 33/g 311sD 2"-12" 1 E1012 4 16 ,i0 NOTCH 1- ,, ' �- �OAROUND 1/ - 9 ' 2112 114 2112 IL114 ' N 0'11 c� 75116 , ,-;1% N co co 21/2 L/ ��1� '11� ti 114 915116 0'11 `, ..Y211°\ � V C ) 4, / 'tl� / 43/4 107/8 i/ 51116 `l' \40 ,vcpC5 2112 ' Qi 2 � REVISE PER TOP / zh OF SLAB A'l1� DET. 1 it V 1112"-12� ' ' ;;; 'Ato 3 QO '�' ` _ _ _ i ELEVATIONS AS ----- NO PAINT A�\6 12 PROVIDED ON 3�� 13`'1'`6 - _ _ - - �. _ _ - ON TOP FACE E1012 -/ \ �� -\\ 12 � (m76 \ \ ( P257 ) \ 17ooA ) �� � �� N _ _ � � m74 2/71\ s11aV — 7 iL - - � �' 1 N� ri I ` I � � 3116V ( 13257- ) I � \* ,� NO PAINT -- DET. 2 3, 3h6V NEAR SIDE -4 \ 311 NO PAINT 1 1 V AROUND BOTH SIDES I CJP, 3 SIDES NOTCH 411 10718 1 - <CJP, 3 SIDES DETAIL 2 1" AROUND 1/4 21/2 \ -� / / _ NOTCH / 4112 j 1018 \1 1/4 I, 21/2 4� 1-19/16 ,r 1-19/16 Y ONE - STAIR_STRINGER - 1700A 3318 33/8 1 SIC STD. SHOP PRIMER B - B SHOP NOTES REF DRGS: E1011, E1012 1. '; ' INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. 1 REV. RELEASE/REVISIONS BY DATE PH:503-630-7990 Fax:503-630-7888 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT ? SYMBOL U.N.O. A CUSTOM 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. Pgr: 503-z37-26013 LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, I J A Fab 18625 SE BAKERS FERRY RD NOTCH-FREE TO A 112" RADIUS (MIN). NOTE: BORING, OR 97009 CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A DETAILS AND ETC...WHERE DRAWN BY: SC CHK'D BY: MC FINISH: 1 SIC STD. SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX REQUESTED,WHERE INDICATED. 0 6. W& WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A I DATE: 01/02/2019 DATE: 02/21/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A RE-ISSUED FOR APPROVAL- UPDATED WEEDS 02/21/2019 DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. A ISSUED FOR APPROVAL SC 02/08/2019 STEEL PIPE: A53 GR-B Type E or S STAIR_STRINGER 1111 1700A A A ISSUED FOR DESIGN REVIEW SC 01/17/2019 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 04:04:40pm 02/21/2019 BY: BOS VIRCON GRID LOCATION F-G/7-5 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH MARK MARK PIECES DESCRIPTION FEET (INCHES REMARKS GRADE FIN 1701A 1 STAIR STRINGER 1 S/C 1701A 1 C12X20.7 9'-11112" A36 6 a39 2 L3X3X1/4 6'-7 1/4" A36 /- (D257 )° 6 NO PAINT ON NO PAINT ON 1 a63 1 L3X3X1/4 3'-6" A36 OUTSIDE FACE OUTSIDE FACE D257 ) m69 1 C12x20.7 9'-11 112" A36 y/ OF PLATE, 1". OF PLATE, 1". / • m70 1 C12X20.7 7'-2 112„ A36 6'-113/8 8'-3 • 115/16 f / M` 1— - - J+ �\ m71 1 C12X20.7 7'-2 1/2” A36 ID C 4 2 WED m70 (a39 ) m72 1 C12X20.7 111116" A36 / ' t 6 m73 1 C12X20.7 111116" A36 m70 ) ( m69 ; ® i ( p257 0257 ) V p252 8 SHT14GAX21 7/8 a-6" A36 — _. _ _.. 1 -- - -- p253 1 SHTI4GAX21 114 3'-6" A36 ( a39 /k B p254 1 SHTI4GAX10 15/16 3'-6" A36 3314 6'-7114 •,4 , 1718 p257 4 PL1/4X3 6" A36 �/ io ( 0254 ) 'c7 TOTAL WEIGHT THIS DRAWING (lbs) = 1146 i252 D252 ) ( p252 ) (p252 )( p252 ) ( o252 )( p252 -) ( o252 ) ( p254 ) i1/20 < (a63 ) r / ch 331 112) ❑'f 6'-711 118�/ 1112"-12" 4 i 0 47 4 / 4 2 a39 t 6 , 11 1 a39 � - / ,r � ® ® NO PAINT ON \ INSIDE FACE A- 7 _ r F 1 I I T. - � ,-,2 1E!� "' , OF TREAD, TYP. ( P257 ) ® \ \ NO PAINT ON NO PAINT ON �� ( 1701A ) ® p257 ) D257 ) �, OUTSIDE FACE OUTSIDE FACE 1 ( p257 ) c° 18 1�� NO PAINT ON OF PLATE, 1". OF PLATE, 1 —r,-- 112e, � D INSIDE FACE 6 6 OF PLATE, 1". C I `�� A - A C C D D R R _ �: , , 37y / j � . 0 118 v 11/2,. 635 „" 1 j6) (Full Length of Pan 1187 2"-12" TYPICAL TREAD DETAIL DETAIL 1 161-111/16 6'-11318 8'-3 115/16161-111/16 1;1116 1/4 6'-113/8 8'-3 115/16 7 ,, ,75/16, 111/16 i 1/4 c:30) \, , 25/8 ® (0) 1`�I16 NO PAINT 0't% 25/8 A A6�.14MENS‘pN 'Irk �.Ot% \ ON TOP FACE A '' ��� i GKo %� ( p257 ) 'lib GNE ,12 V.\,4, 11� 3 ,�o _REVISE ''ER TOP •- ,�'� 6 ,..v� .O ,�0 I ,4.'' ' ' � co OFSLAE g-`� 0% 1 \ N/2 A I N . ELEVATI aNS AS _ - _ r�, N (/' "N6 NN NO PAINT ON PROVIDI=D ON 011 I j �- NO PAINT ON E1012 '�' 1 BOTH SIDES 9"0 4114 11,\ NEAR SIDE 1 2,/'\11:, �_ 'lhL - - - 1" AROUND .,011 % NO OUND 0 NOTCH '��1� C _ a = i 21/2 X 114 1 1p;-6''''' P' , . � 21�Z ,, 1,81/ 11/2.. �- 1 6-11 1 . � 1 1 \ ,A �' � 0 4� 8 � 14 , 6-11 /8 \ A . o i i � _ an [n. . 011 3318 011 , 3318 - 3`�� O '�1� CJP, 3 SIDES ` 0 CJP, \ cN, 3 SIDES � N �-( 1� ► c.r 75/16 _ \ '- 31 71 �� A`'.'�6 NO PAINT / 3 8 16 3 8. '� � ,�A �� '� - DET. 1 ON TOP FACE � _ - � � � `� t 1�. NO PAINT CJP, 3 SIDES hh 12 I _ ( a39 ) ( p257 ) ON TOP FACE \ - - - J REVISE PER TOP -, �, 12 I OF SLAB co �� col- co ( 1701A ) I ELEVATIONS AS N` r _ -�_ � � _ � PROVIDEDON 1 1 r� i - 1 �� E1012 _ - - _ -A- - _ I. NO PAINT ON / a63 NO PAINT ON 1 - - - - NEAR SIDE _/ 3116 2"-12" CJP, 3 SIDES • BOTH SIDES ® \ a39.(F/SL2 \ 3/16 2"-12" 1 AROUND 3/ 2"-12" 3116 V NOTCH 21/2 1fi _ 1 AROUND 3116 2"-12" 43/16/ f NOTCH _ 2112 3112 , /, 61-7114 �4 \ 31/2 6'-7114 '4 '' 1/4 1. 71-2112 114,ii, 7_2112 / \N T 3343 3�8 B - B ONE - STAIR STRINGER - 1701A 1 SIC STD. SHOP PRIMER SHOP NOTES REF DRGS: E1011, E1012 1. :-`' INDICATES PAINT STRIPE SIDE. MARK® IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT SYMBOL U.N.O. 1A1 CUSTOM Fax:503-630-7888 g 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. Pg r:503-237-2600 LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, -- 1 AA Fab 18625 SE BAKERS FERRY RD NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: BORING, OR 97009 CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A - K' DETAILS AND ETC...WHERE DRAWN BY: SC CHD BY: MC FINISH: 1 S/C STD, SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX REQUESTED,WHERE INDICATED. 6. W& WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/02/2019 DATE: 02/21/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN I BE TUBE STEEL: A500-GR B, 46 ksi ' AND CONCLUDECCEPTED BYTBE CORRECT,HE APPROVER.O 0 RE-ISSUED FOR APPROVAL-UPDATED VMS 02/21/2019 DESCRIPTION: JOB NUMBER SHEET STEEL PIPE: A53 GR-B Type E or S D ISSUED FOR APPROVAL SC 02/08/2019 STAIR STRINGER 1111 1701A A 0 ISSUED FOR DESIGN REVIEW SC 01/17/2019 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 04:04:44pm 02/21/2019 BY: BDS VIRCON GRID LOCATION F-G/7-5 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH MARK MARK PIECES DESCRIPTION FEET (INCHES REMARKS GRADE FIN 1702A 1 STAIR_STRINGER 1 S/C 1702A 1 C1 2X20.7 15'-5" A36 a63 2 L3X3X1/4 3'-6" A36 16'-111116 a67 2 L3X3X1/4 10 718 A36 6 NO PAINT " 1013/16 r 12'-10 2'-4718 6 -=,i OUTSIDE FACE / NO PAINT / 1 OF PLATE, 1". a68 2 L3X3X1/4 1'-6 318" A36 OUTSIDE FACE �..� { 0257 \ 1 m68 m64 1 C12X20.7 15'-5' A36 FC D OF PLATE, 1". - J c�� L - m65 1 C12X20.7 1'-2" A36 37/8 , / 11-35/8 1718 313/16 1'-6318 4314 _31 \ 2"-12" m66 1 C12X20.7 1'-2" A36 / ( 0257 ) 116 3I1fi 6 6 3h6 2"-12" m67 1 C12X20.7 2' 4 5/8" A36 a67 m68 1 C12X2 .7 2'-4 518" A36 m66 ) �m64 m68 ) 3/1sV �p257 ) ( a68 ) o 'Jr I / 7, p251 13 SHT14GAX22 3'-6" A36 -11 p257 4 PL1/4X3 6" A36 a67 ) I (a68 ) B I p259 1 SHTI4GAX14 9116 3'-6" A36 43/4 10718 11 313116 1'-63/8 43/4 �,.,^J '9 c9 TOTAL WEIGHT THIS DRAWING (lbs) = 1299 ( 0259 ) i 10251 ; ( 0251 '( 0251 . ( p251 -l( 0251 l)( 0251 ; ( D251 , ( D251 )( 0251 :'( D251 ; (D251_ ) ( 0251 ; ( 0251 , a63 ) '`6 c0 �11112 -12 �a 1 / / / / / / / / / I / / '9 c� I c, 0�� (a63 ) I a67 6 a68 / 11 / 1 I NO PAINT ON 4314 10718 1 1 1 313/1F 1 , 1'-6318 43/4 L 6 / - INSIDE FACE (a67 ) ( (a6$ ) �'1s 2"-12° % OF TREAD, TYP. - - — — — — — "` - — — ` — �j F 1 T.--I I� �,_ I NO PAINT / 1 m67 'k, \ \ / �; OUTSIDE FACE 1 ( D257 ) , I ( m65 ) i ( 0257 ) OF PLATE, 1". NO PAINT k N ( 0257 ) ( 1702A ) (m67 ) �16V6 6 OUTSIDE FACE `a k. *6V / ` ' OF PLATE, 1". Ic> 111/16//4/ 1'-63/8 4314 C - C D - D 7,CP -14317 1112 D - �� Full Length of Pan '6, 118 I 2 " "-12 A - A e TYPICAL TREAD DETAIL DETAIL 'I 16'-111/16/ 16'-111116 1013116 , 12'-10 / 2'-4718 / ( 1013116� 12'-10 / 2'-47/8 2'-45/8 f 1/4 2'-45/8 11/4 , 511/16 1'-6 41/2 511/16 1'-6318 4112 , 9/16 , 2'-1318 2518 ��� 9/16 , 2'-41/16 � / ,�1� ,` gl� - NO PAINT '�'� 17,E (k��`'� Qp. \ '� 6 f17r8 7 '6 ON TOP FACE ALriNR) 3'll'\6 \� - 17.IF �3- 4O N�46 3'l1'�6 7 Nit' CO 0 cci] \ \M N , 0'\`0\' 4 _L — �,�� , . i X11 I(,J[ (ID 0 NO PAINTG� 23,,��� ,� >,51'�6C _ - - 1r 1,L - - '_ 1 '`6 \- % 1NAR SIDE \,.\-c � 0 I NO PAINT ON '�� \ 3�1s QP� �� BOTH SIDES >; ; ' X1/2114 NOT OUND REV'SE PER TOP i\ 6 g�6 \� p C \\ �1fi 1 - NOTCOUND \5 f' 6 04'0\4° % , - \ CJP 3 SIDES / OF . LAB . v� `� 2112 114 . A°-A'` '� 0 ELE-/ATIONS AS 4.3 040\4° C 1 i ' ,\5' 4��6 j PRC VIDED ON \' N<CJP, 3 SIDES 0 ; E10- 2401 C_ i — - 04) 6' NANIANR) CI tea) 1141 109116 0\b\'‘b 2 4 -.o Co 114 109116 ` 0�51�6 , Co �`0\�b0 i ?\" ' 4IV , 75/16 f �1� .,0N�\6 REVISE PER TOP I 40\ 6 6 bi \ 51'�� v C �I • OF SLAB ,'0 \011\ .P ,� '\ I ELEVATIONS AS 40 0,- " - '�' �O 6 '� 0 � PROVIDED ON 40, ,0 ,0 NA 04�� C E1012 ,� 1 16 0� DET. 1 \ 3 - 411210 18 11 7 1 r` NO PAINT —N ONTOPFACE C f _ _ = , n, , ' 12 I 12 cn cO • 6\ . y4 T —:7i F- - - NO PAINT �' - - •- V VIZ ' L - - -1� NAR SIDE \ s11sI -LI \ �s" 11/z 1" AROUND1,1 NO PAINT ON '1 3-1- ONE _ STAIR_STRINGER - 1702A NOTCH \\, ( afi3 ) BOTH SIDES 21� 1 AROUND CJP 3 SIDES 2 /2 /4 1 -2 I\ , NOTCH �<CJP, 3SIDES 1 S/C STD. SHOP PRIMER 41/2 r 107/8 1 — ( a67 ) 1/4, 1'-2 / B - B SHOP NOTES REF DRGS: E1011, E1012 1. INDICATES PAINT STRIPE SIDE. MARK 1``' IN AREA ADJACENT TO CONN. FOR FIELD USE. REQ. I RELEASE/REVISIONS BY DATE PH 50330-7990 • PIECE MARK TO BE LOCATED ON TOP FACE &AT SYMBOL U.N.O. A Fax:503-630-7888 JOB NAME: Jaguar Land Rover 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. CUSTOM Pgr:5Q3-237-2600 LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, -- - Fab 18625 SE BAKERS FERRY RD NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: BORING, OR 97009 CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, AI DETAILS AND ETC...WHERE DRAWN BY: SC CHK'D BY: MC FINISH: 1 SIC STD. SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX A REQUESTED,WHERE INDICATED. r 6. W& WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/02/2019 DATE: 02/21/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN -- TUBE STEEL: A500-GR B 46 ksi ANBE D CONCLUDE TOYT BE CORRECTAROVER. A RE-ISSUED FOR APPROVAL-UPDATED V'EI®S 02/21/2019 DESCRIPTION: JOB NUMBER SHEET STEEL PIPE: A53 GR-B Type E or S ISSUED FOR APPROVAL SC o21oa12019 STAIR STRINGER 1111 1702A A A ISSUED FOR DESIGN REVIEW SC 01/17/2019 1 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 04:04:47pm 02/21/2019 BY: BDS VIRCON GRID LOCATION F-G/7-5 NO PAINT BILL OF MATERIAL 213/16 16170318 NEARSIDE FACE LENGTH OF PLATE, 1". 6 / 6 SHIP MARK MIECE NO.OF ARK PIECES FEET INCHES ERECTION / 3116\ 1 DESCRIPTION REMARKS GRADE FIN 47116 14-8 1 -0 , AID 1 116 1 ( 13257 ) 1 rel* a38 j \ // 1703A 1 STAIR_STRINGER 1 SIC ERECTION /t I i \- 1703A 1 C12X20.7 17'-615/16" A36 AID { a38 a63 ( x260 .) 31161/ \ D 266 ) _ 1 m,� ro rn58 ® (m62 �, (p , \ a38 1 L3X3X114 1 1/2" A36 � � ( D257 ) %� / 1 ' 6 m5$ / 4 2 ( m62 ) a63 1 L3X3X1/4 3'-6" A36 T - ' - a69 2 L3X3X1/4 7 5/16" A36 1 e ( a69 ) tB j I I 7/ B I m57 1 C12X20.7 17'-6 15/16" A36 CJP 3 SIDES l75/16L34 r� m58 1 C12X20.7 7 112" A36 PLATE TO> CHANNEL (a69 I m59 1 C12X20.7 10 318" A36 F c� ( 13251 I ' (9 m62 1 C12X20.7 11 34' A36 ( 0251 )S p251 ) ( 13251 .)1(251 ( D251 ; ( 13251 ,'( 13251 ;( p251 ) ( p251. ,) ( p251 ; ( 0251 ) ( 13251 )( 13251 ) (D251 ) ( p2583 ) (9 �' Co M �� / / / / / / / / / / / / in m63 1 C12X20.7 11 3/4" A36 1/8v 11�„-12” p261 ) p251 15 SHTI4GAX22 3'-6" A36 331 75/ 113.4r p258 ) p257 3 PL1/4X3 fi" A36 4/ i ,,/ 1631 , , a69 6 13258 1 SHTI4GAX11 9/16 3'-6" A36 �a69 311sI 4 2 p260 1 PL3/8X3 1' 0" A36 - - - - - - - - - - - - - i m59 1 5HT14GAX15314 3' 6" A36 , I I I I f � � � � � � p261 m59 ( ' M� c,.�`' TOTAL WEIGHT THIS DRAWING (lbs) = 1367 / 1703A ( m63 ) ( D257 ) ( ) ( 13257 ) --�- 3116 V NO PAINT 41 ' �m63 ) C 3/16r D OE NEARSIDE FACE ( p257 ) 1 16'-33/16 , 6 / ( p257 ) 6 k � C _ C �D D - A - A 37116 37/16 N 16'-33/16 N / 16'-07116 / / 47116 , / 14'-$ \ - 1'-0 :11/4 7311g 14'-8 1'-0 11314 y \ ,, / 6 11314 11/4 01� 1 01,6 / 0,���6 /16�, $ /2 / �2�$/ /CJP, 3 SIDES 6(06 ' 75/16 <CJP1 3 SIDES '�' \ IN A �--- Se\CD m62 )5A Ik\\N .c � \� 111 2 18 �/NO PAINT A 1N6 { 0257 ) N NOQ\ ��q) , I �, , 0 co co TIN11‘%110APAINT/I N'' ,,pN�`�� C - - - - Ik� NO PAINT �6 ERSIDE '� k BOTH SIDES . 0� - - \ 1" AROUND 43,43 L _ _ _ �`�. 1" AROUND - - ' 1 NOTCH ���6 �,� �",1\�,� \I,0 ti 1 NOTCH 0�51�`� 1 1a V 1 �z ��� 6 '�1�L o 6 P ,�c,1�6 L _ _ -- i �,/ 1t V 11 " ���6 6 - ; , 21/2/ 14 1 1 „ RF KIESLA PER TOP �,�•,3 '� �O \ \ , ,0 2112/ 1/4 �,�•-6 ,��,L �51� OF SLAB ,�•,3 N%- ELEVkTIONSAS '\`'\ c_. - - - i '� I PRO\ /DED ON 6 ' ' 1) REVISE PER TOP '\'' / E101: 0'`�'0� OF SLAB 6 _ Asa _ i ELEVATIONS AS ��� �1$ �� �� 0��1�� _ _ _ 2 p, PROVIDED ON 516 Q \ -� •.9 � E 1012 N‘' N �� - - - -� 114✓ /615/16 ,\A 7 . ON(kb _ 6 1 '�' ' 0� i- — 0 rn 211/16, / '�' 4a11� i - — — �51'�3 _ 6 yk: ''' ''\ ,�G��ro 4 NO PAINT ON , r TREAAD,FTY °F ,� 0,� �6 ' - DET. 1 11„Q, co ���� T. 1,8 v 11/2” p C _ _ _ 1 6 � 0 i 311 , 0 ) 1\1°O 1. - �� �\ ( 0260 ) _ NO PRINT t ( 1703A ) ; 1,- 1/8V 1112" N m59 TOP FLANGE \ ERECTION ` -I CP 7 �`— AID a38 (m59 \ _ _ , r~ °' Full Length of Pan 12' 12 1/6 V 2„-12” co w c0 co - -' TYPICAL TREAD DETAIL N.- VI° 1t ( 13257 ) - DETAIL I 3/16r NO PAINT 1 5 0I3116V SDE &I BOTTOM 1 CJP, 3 SIDES BOTH SIDESFLANGE, 1". '' �� 1" AROUND29116 `N<cJP, 3 SIDES ( m5$ ) 343 7112 NOTCH NO PAINT 31/2 , ,75/16 3/4 5/8 75/16 , 3/4 i 1/4 103/8 B - B 37/16 ONE - STAIR STRINGER - 1703A 1 SIC STD. SHOP PRIMER SHOP NOTES REF DRGS: E1011, E1012 1. (.,9 INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. 1 RELEASE/REVISIONS BY DATE PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT * SYMBOL U.N.O. /\ CUSTOM Fax:503-630-7888 9 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. / I Pgr.503-237-2600 LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, --- - - -.-- Fab 18625 SE BAKERS FERRY RD NOTCH-FREE TO A 112" RADIUS (MIN). NOTE_: A BORING, OR 97009 i CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A DETAILS AND ETC...WHERE DRAWN BY: SC CHK'D BY: MC FINISH: 1 SIC STD. SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS D1.1 ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX REQUESTED,WHERE INDICATED, Q 6. W&WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/02/2019 DATE: 02/21/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN — - — CONCLUDED THE APPROVER.TCORRECT, � M� BE BE RE- ISSUED FOR APPROVAL-UPDATED OES 02/21/2019 DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 /CSI AND ACCEPTED j STEEL PIPE: A53 GR-B Type E or S 0 ISSUED FOR APPROVAL SC 02/08/2019 STAIR STRINGER 1111 1703A A A ISSUED FOR DESIGN REVIEW SC 01/17/2019 . MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 04:04:50pm 02/21/2019 BY: BDS VIRCON GRID LOCATION F-G/6-5 BILL OF MATERIAL SHIP PIECE HO OF LENGTH DESCRIPTION REMARKS GRADE FIN - MARK MARK PIECES FEET +INCHES 1704A 1 STAIR_STRINGER 1 S/C . - 4'-111/2 1704A 1 C12X20.7 • 4'-6 5/8" A36 3'_91/4 1'-2 ` 1/4 D a43 2 L3X3X1/4 6 1/4" A36 / 1/4 5 6 X16 V 6 / m56 1 C12X20.7 4'-6 5/8" A36 3/16/ ( p264 ) ( m56 ) ( m61 ) { D257 } 1 NO PAINT b/ NEAR SIDE tt m60 1 C12X20.7 1-2" I A36 / / / m61 1 C12X20.7 1'-2" I I A36 M� � - _ k_I I- c� _ _ -. _ _ —. _ _ _ _ � 1 _ ,ii ii p248 1 SHTI4GAX611/16 3'-6" I A36 I r — �� 1 3 SIDES p249 1 SHT14GAX21 1/16 3'-6" A36 I B `'- \ B 41/ 3/16 p250 3 SHT14GAX21 1/16 3'-6" A36 I ( a43 ) 8 (2)-3/4"0 EXP ANC / p257 I 2 PL1/4X3 6" A36 NO PAINT WITHIN 3" p264 I 2 PL1/4X3 7 7/16" A36 OF HOLES p265 I 2 PL3/8X6 1-0 9/16" I I A36 I q�( D248 ) TOTAL WEIGHT THIS DRAWING (lbs) = 396 9 iI I 5 ( 0248 ) ( p249 ) ( p250 ) j p250 )j 0250 ) Co Z.0 ° J (2)-3/4"o EXP ANC NO PAINT WITHIN 3" OF HOLES a43 ) )(41/8 , 1 c ! 3— \3 SIDES \ \ll Zit \ ni iI , 4,1 cn _J - - - ._ - -: 112 co '11- ( 1704A ) Z m60 ) ( Q257 ) NO PAINT / "/ 3/16 ( p264 1/4 5 6 3/16V T' i" ,. NEAR SIDE , 6 / r r r r ' r r C 4)1 D D rir (� r r r r 1/d V 11/2" A A N� Q' /c\ C - r r 1/6 V 11/2" S r r 'a' r % Full Length of Pan 143V 2"-12"\ 4'-11112 r r' ' - 4'-111/2 1/4 , 3'-9 1'-2 1/4 1 _ TYPICAL TREAD DETAIL 1/4 3'-9 1'-2 1/4 2 61/4 53/4 DETAIL 1 / , / , 112 2,, / 61/4 53/4 ^ , 6513 .0112 \ 1,2 Ik 31116 ,,63 �,,a112 1 11� 1 6 f2 75/16 ik•3 ,.-N-' CJ' 3 SIDES � 3 11 TA �` 4112CJPSIDES A ic�' - \ill _ _ = r�OD co ..0\‘`7, NW) '` `/" I I ��, CD\ 1 . 112 r / r) . 0911 (Dp , � �� 3313 — — I �a -3112 2 \.........,,,,,,_,,,,_.„/"-.- _ ' _ ' - - i `- �, 513 = \, NOPAINT1" 31a _ _ �\ �+ % ' - 1 \-NEAR SIDE 3 It NO PAINT 1" 11/2 r % �- ALL AROUND N 13 / / BOTH SIDES �' f ; r,r 21/2 1/4 NOTCH \eck0 13116 / = _ _ s _ — 1 ALL AROUND `5,> --P.' ‘`' 4 r NOTCH ; r,' �' % i rr� j � Q / 21/2 1/4 rr co 31/16 rr I. ' " 12 ,, CO �_ co rr CD 31/16 t° ,. " 3/ .► r 12 _ ..• 3/16/ \ DET. 1 r N. to ii 1 \ (NI co \(6 f 3/16 Pr ,i• 1/4 1'-09/16 5 6 1 B — B 1/4 , 1'-09/16 ONE - STAIR STRINGER - 1704A 1 SIC STD. SHOP PRIMER SHOP NOTES REF DRGS: E1011, E1012 1.0 INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT ® SYMBOL U.N.O. A �' CUSTOM Fax:503-630-7888 g 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. A { Pgr:503-z37RD LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 _7- 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, -_f Fab 18625 SE BAKERS FERRY RD NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: BORING,OR 97009 CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, ADRAWN BY: CHK'D BY: DETAILS AND ETC...WHERE SC MC FINISH: 1 SIC STD. SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX A REQUESTED,WHERE INDICATED. 6. W&WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT { A { DATE: 01/02/2019 DATE: 02/21/2019 SURFACE PREPARATION:Sp-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN A - TUBE STEEL: A500-GR B, 46 ksi AND AOCEPTED BYOHE APPROVER. RE-ISSUED FOR APPROVAL-UPDATED\PEGS 02/21/2019 { DESCRIPTION: JOB NUMBER SHEET STEEL PIPE: A53 GR-B Type E or S I A ISSUED FOR APPROVAL SC 02/08/2019 { STAIR_STRINGER 1111 1704A A 1 0 ISSUED FOR DESIGN REVIEW SC 01/17/2019 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 04:04:53pm 02/21/2019 BY:BDS VIRCON GRID LOCATION ISHOP NOTES F-G/7-6 CHANNELS ARE VIEWED WITH 1.®INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. PFLANGES N/S TO MATCH N C DATA. IECE MARK EO BSI LOCATED N TOP FACE&AT AS SYMBOL U.N.O. 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S NO• _PAINT TOP FLANGE • /////77/// ///7/77/7//77/////77/7/7///////73/////7 MC8X20 x 8'-57/8 / RD 11/2 INO-PAINTI 8'-43/8 11 �f AFAR SIDE I ANO PAINT, JNO PAINT, NO PAINT / — ( 1705A ) // AFAR SIDE I // AFAR SIDE I AFAR SIDE L` �� N\ / / \ / / ` N . \ J 1 Il I I / N- I /1/ I !�• I I I \ N 1 I — z -'-' I - - CV (2)-13/16"o A325N (2)-13/16" A325N NO PAINT WITHIN 3" 3'-75/8 / 4'-51/4 8'-21/4 NO PAINT WITHIN 3" OF HOLES OF HOLES 35/g 31-4 5 45/3 / / /5 31-4 35/g / I 1 2 - CHANNELS - 1705A 1 S/C STD. SHOP PRIMER REF DRGS:E1011,E1012 REV. RELEASE/REVISIONS BY DATE IPH'503-630-7990 JOB NAME: Jaguar Land Rover A I - CUSTOM Fax;563-634-7888 Fax 503-237-2600 A ! LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 BILL OF MATERIAL NOTE: Fab 18625 SE BAKERS FERRY RD A I -- BORING,OR 97009 CONTRACTOR: Peilo Construction VERIFICATION OF DIMENSIONS, A I DRAWN BY: CHK'D BY: SHIP PIECE NO.OF LENGTH DETAILS AND ETC...WHERE I SC MC FINISH:1 S/C STD.SHOP PRIMER HOLES:AS NOTED MARK MARK PIECES DESCRIPTION I REMARKS GRADE FIN REQUESTED,WHERE INDICATED. DATE: DATE: SURFACE PREPARATION:$P-2 WELDS.SEE SHOP NOTES FEET INCHES IF EACH VERIFICATION IS NOT A 01/02/2019 01/03/2019 1705A 2 CHANNELS 1 S/C NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A I DESCRIPTION: JOB NUMBER SHEET i 1705A 2 MC8X20 8'-5 7/8" A36 I AND ACCEPTED BY THE APPROVER. Q ISSUED FOR APPROVAL SC 02/08/2019 CHANNEL 1111 1705A n TOTAL WEIGHT THIS DRAWING(Lbs)=170 ISSUED FOR DESIGN REVIEW SC 01/17/2019 MODEL NAME.18.0295_001-Jaguar LR PLOTTED:08.02:29am 02108/2019 BY.Bpi VIROON GRID LOCATION F-G/6-5 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH MARK MARK PIECES DESCRIPTION FEET (INCHEs REMARKS GRADE FIN 1706A 1 CHANNEL 1 S/C 1706A I MC8X20 8'-5 7/8" A36 - a64 1 L3X3X1/4 2'-915/16" A36 TOTAL WEIGHT THIS DRAWING (lbs) = 183 66/8 2'-915/16 5'-16/16 / ( a64 \) W/// 7/ // ///7/// '7/////�// 7////7 / ///// 77/ //1 NNO PAINT TOP FLANGEI MC8X20 x 8'-57/8 RD ( a64 ( 1706A ) 1706A 7..J--.7, 7\.1., 1 I I IX I �I IN. I h I I _ \ 3/1B I I 2"-12" N U I it , I K,. �_N3/16 V 2"-12" _ , A - A (2)-13/16"0 A325N1 '�NO_PAINT NO_PAINT ` \��NO_PAINT _ \ (2) 13/' 6"ØA325N NO PAINT WITHIN 3 I 'NO SIDE FAR SIDE I INA PAINT, AFAR SIDE I L- I L I AFAR SIDE I NO PAINT WITHIN 3" OF HOLESOF HOLES / 35/8 3'-76/8 5 4518 5 8'-21/4 36/8 /...4, , • ONE - CHANNEL - 1706A 1 S/C STD. SHOP PRIMER SHOP NOTES REF DRGS: E1011, El 012 1. 0 INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE _ _. PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT ® SYMBOL U.N.Q. Fax:503-630-7888 g A } Pgr:503-237-2600 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. _ CUSTOM LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, A - Fab 18625 SEBAKERS FERRY RD NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: BORINGG,,OR 97009 CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A , 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX DETAILS AND ETC...WHERE A DRAWN BY: Sc CHKD BY: MC FINISH: 1 S/C STD. SHOP PRIMER HOLES: AS NOTED REQUESTED,WHERE INDICATED. • _ 6. W& WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/02/2019 DATE: 01/16/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES CHANNELS ARE VIEWED WITH OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN A BE CONCLUDED TO BE CORRECT, DESCRIPTION: JOB NUMBER SHEET FLANGES NUS TO MATCH NC DATA. TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. ISSUED FOR APPROVAL SC 02/08/2019 � - STEEL PIPE: A53 GR-B Type E or S CHANNEL 1111 1706A IB\ 1 A ISSUED FOR DESIGN REVIEW SC 01/17/2019 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 07:59:40am 02/08/2019 BY: BDS VIRCON GRID LOCATION F-G/6-5 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH DESCRIPTION FEET NCHES REMARKS GRADE FIN 18AARK MARK PIECES I 1707A 1 CHANNEL 1 S/C 1707A 1 W2, 22GA STEEL DECK . 6-5 7/8" A36 ' a64 1 L3X3X1/4 2'-9 15/16" A36 p256 1 PL1/4X6 3/4 4'-7" A36 p266 1 PL1/4X2 3/4 5" A36 TOTAL WEIGHT THIS DRAWING (lbs) = 210 5'-1114 2'_915/16 611/16 (a64 ) .1- --, w.-1I ,-- • , co Ti . , „.„...„-: . Nt 1, .1i- . 1- 1 ,... 718 , 413/16 , 313/16 / ( P266 ) / 4'-63/4 1/4 8'-63/4 (MC8X20 x 8'-57/8) / ,• 8'-5743 7.41I , 4'-57/8 14 8'-57/8 . -.;- , 4...._ If. A-÷ NO PAINT ON INSIDE • ( 0256 (F/S) ) ( 1707A ) FACE OF BENT PLATE ZAS SHOINN / 3/18 I/ ( p266 ) ( p256 ) ., ' IFEif (2)-13/16"o A325N .7 . NO PAINT WITHIN 3" ( a64 /( 1707A ) HOLES •:r LO TC-N , ', N-- • \ 14 t•-- 1•-• — \ H_N ( 1707A ) 3/161) .1- 3/16 ( Z 1 = \ \ — \_11\10 PAINT, \_INO PAINT! (2)-13/16"0 A325N 4'-51/4 5 ENT SIDE 1 8'-21/4 3543 EAR.SIDE , A - A B - B RD NO PAINT WITHIN 3" / / OF HOLES I /"TiT IA . k 8' 4 , ito 3/8 1 gi 1/4. - ‘2 ONE - CHANNEL - 1707A 1 S/C STD. SHOP PRIMER SHOP NOTES REF DRGS: E1011, E1012 1.0 INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE ..--- .,,....,... PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT * SYMBOL U.N.O. A ---14 ' :-- — _-----7---:= :;--:'—.;.-f:: CUSTOM Fax:503-630-7888 Pgr 503-237-2600 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 A Fab 18625 SE BAKERS FERRY RD 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, ----1- - - 4 _ , NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: A -„ - BORING,OR 97009 CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX DETAILS AND ETC...WHERE A DRAWN BY: SC CHK'D BY: MC FINISH: 1 SIC STD. SHOP PRIMER HOLES: AS NOTED REQUESTED,WHERE INDICATED. - 6. W& VITT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE 01/02/2019 DATE: 02/06/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES CHANNELS ARE VIEWED WITH OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, ,L DESCRIPTION: JOB NUMBER SHEET FLANGES NUS TO MATCH NC DATA TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER, A /8\ ISSUED FOR APPROVAL SC 02/08/2019 ' - ' , STEEL PIPE: A53 GR-B Type E or S CHANNEL 1 1 1 1 1707A A A ISSUED FOR DESIGN REVIEW SC 01/17/2019 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 07:59:41am 02/08/2019 BY: BDS VIRCON GRID LOCATION I SHOP NOTES F-G/6-5 CHANNELS ARE VIEWED WITH 1.®INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. PFLANGES N/S TO MATCH N C DATA. RUNNEING MANG K O BE LOCATED N TOP FACE&AT® R.D. U.N.O. 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. , 3.ALL REENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S NO • _PAINT TOP FLANGE r-zi-7/7/7/77177/7/777/77777/////7/77/7- - //- 7717/A f MC8X20 x 8'-57/8 1 NO PAINT (2)-13/16"0 A325N 8'-43/8_11 ( 1708E /TOP FLANGE! NO PAINT WITHIN 3" OF HOLES N\ ti \\ ti \II: i. \ r- \ 1 sill 1I N1\. NO_PAI NTL,` "\NO_PAINT! `,_.,I NOPAI NT! • LFAR SIDE.J LFAR SIDE, LFAR SIDE I NO PAINT 35/835 3'-75188 5 4 I8 5 8'-21/4.: '8 f FAR SIDE' 1 51/2 NO PAINT IN WEB ONE - CHANNEL - 1708A 1 S/C STD. SHOP PRIMER REF DRGS:E1011,E1012 IREV RELEASE/REVISIONS BY I DATE PH:503-630-7990 JOB NAME: Jaguar Land Rover Fax:503-630-7888 © ( _ CUSTOM P9r 50.3-23T-2600 LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 I I = Fab 18625 SE BAKERS FERRY RD BILL OF MATERIALNOTE: BORING,OR 97009 CONTRACTOR: PerloConstruction VERIFICATION OF DIMENSIONS, 0 I DRAWN BY: SHIP PIECE NO.OF LENGTH DETAILS AND ETC...WHERE SC CHK'D BY: MC FINISH:1 SIC STD.SHOP PRIMER HOLES:AS NOTED MARK MARK PIECES DESCRIPTION FEET l INCHES REMARKS GRADE FIN REQUESTED,WHERE INDICATED. I DATE: DATE: SURFACE PREPARATION:SP-2 WELDS:SEE SHOP NOTES IF EACH VERIFICATION IS NOT 01/02/2019 02/06/2019 1708A 1 CHANNEL 1 S/C I NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A DESCRIPTION: JOB NUMBER SHEET 1708A 1 MC8X20 8'-5 7/8" A36 I AND ACCEPTED BY THE APPROVER. A ISSUED FOR APPROVAL SC 02/08/2019 CHANNEL 1111 1708E TOTAL WEIGHT THIS DRAWING(lbs)=170 I 0 ISSUED FOR DESIGN REVIEW SC 101/17/2019 MODEL NAME. 18-0295_001-Jaguar LR PLOTTED: 0802'30am 02/08/2019 BY EDS VIRCON GRID LOCATION F-G/7-5 BILL OF MATERIAL SHIP PIECE NO.OF DESCRIPTION LENGTH REMARKS GRADE FIN MARK MARK PIECES FEET IINCHES - 1709A 1 HANDRAIL 1 S/C 151-613/16 75/8 I, NO PAINT 1" 1709A 1 PIPE1-1/2SCH40 23'-4 7/16" A53-GR.B ALL AROUND m30 5 ROD3/4 4 9/16" A36 m82 3 PIPE1-1/2SCH40 3'-31/8" A53-GR.B -pd m86 1 PIPE1-1/2SCH40 2'-111/2" A53-GR,B c .,.:., , V tt —- X- El _____________ ?, .• ,_ m88 1 PIPE1 1/2SCH40 3'-3 1/16" A53 GR.B - - - - - - - - - - - - - - - - - - - - - - - _ - - - -. - _-... _ .__ • co', m90 1 PIPE1-1/2SCH40 18'-53/4" A53-GR.B M T�'17`' m99 1 PIPE1-1/2SCH40 3'-7 3/4" A53-GR.B A 76, m100 2 PIPE1-1/2SCH40 3'-71/2" A53-GR.B A - A m101 1 PIPE1-1/2SCH40 3'-3 7/16" A53-GR.B TOTAL WEIGHT THIS DRAWING (lbs) = 186 15'-613/16 5'-111/8 / 9'-2 �511/4,-. , 2'-111/2 2'-115/8 s IB 8s czi ;-A--- ,e1---- 1k - --.- W, ao I `., ( m90 ) p '� - ,\ .)2 rn /GRIND m30 I y 3/16 V \SMOOTH LI ` TYP I,��`�v ' , 37/ _ I ` 37/1 e J 16 ccs I -I Co M ( m86 ) ( m99 ) I ( m30 ) �' \ 7 �9 ( f 21/2 0, . '� 21/2 ` ,' 'sr• 7 \ 761, 7 19/16 19/16 rn i o. h. I i �.\ ao � � � �2 rn I C I �, N m30 — — — — — — — — — — — — — — — � — — — — — — — — — — — — — — E I �;\� 111\b �t ° m30 /GRIND ' _� /GRIND S 3/16V SMOOTH `'o\ \_ —a ., yo I ( m30 ) \-�, .-- c�' a 3/16 V SMOOTH I13r,, _Ito ( c I , N �� , I � cO 2'-115/8 615/16 � � j \^ \\ k� 97�, - REVISE PER TOP _ ; �. �� 1 _ tLXUND OF SLAB �` oNo 7 TYP ALL POSTS ELEVATIONS AS -- E `'�`- -\ I� 6 B _ B C - C PROVIDED ON \ , , , j ,�i I \ \\� ,.._.775/8 E1012 \ y. �O0 C m30 ) \ iyir , „ m �t.:. . , /. I °o �I,_ co , 07 . Eo mt Lc_it, , ,,..., c„ , ---__- _,'„T-----.4.) -=r O ' jj 12 00 2; �_ I m30 \ E 97 6 ` ' \ co I. il . I � _ \ , M — \ (0 in (0 \ _� , 5\ (V 5 ( ;r_. \'\ • 55 \ I \� I /511/16 , ` 2'-111/2 3'-65/8 3'-11/8 3'-11/8 2'-101/2 / . ONE - HANDRAIL - 1709A NOTE 1 S/C STD. SHOP PRIMER ALL WELDS GROUND SMOOTH SHOP NOTES REF DRGS: E1011, E1012 1. 0 INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE ._ PH:503630- JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT ® SYMBOL U.N.O. _ _ - Fes:503-630-7888 9 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. A CUSTOM P9� 503-237-2s00 LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, `- Fab 18625 SE BAKERS FERRY RD U I � - BORING,OR 97009 CONTRACTOR: Perlo Construction NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A DETAILS AND ETC...WHERE DRAWN BY: SC CHK'D BY: MC FINISH: 1 S/C STD. SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX A REQUESTED,WHERE INDICATED. 6. W&WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/02/2019 DATE: 01/04/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, I A / \ DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. I L ISSUED FOR APPROVAL SC 02/08/2019 HANDRAIL 1111 1709A B - STEEL PIPE: A53 GR-B Type E or S n I AI ISSUED FOR DESIGN REVIEW SC 01/17/2019 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 07:59:42am 02/08/2019 BY: BDS VIRCON GRID LOCATION F-G/7-5 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH MARK MARK PIECES DESCRIPTION FEET INCHES REMARKS GRADE FIN 1710A 1 HANDRAIL 1 S/C NO PAINT 1" 78/8 15'-215/16 76/8 I, NO PAINT 1" . ALL AROUND ' ] ALL AROUND 1710A 1 PIPE1-1/2SCH40 23'-9 1/16" A53-GR.B - M m30 6 ROD3/4 4 9/16" A36 .1-\ I — — — — — — — ---- --------------------- t ______ _-- - ----------- ----------------------- ------------------ _ .1- co—i 1)______ _ m82 4 PIPE1-1/2SCH40 3'-31/8„ A53GR.B Vo co m92 1 PIPE1-1/2SCH40 19'-1011/16 A53-GR.B t( co (0 m96 3 PIPE1-1/2SCH40 3'-61/8" A53-GR.B m97 1 PIPE1-1/2SCH40 3`-515/16" A53-GR.B 4 16-614 ' m98 1 PIPE1-1/2SCH40 3'-6 1/16" A53-GR.B A - A TOTAL WEIGHT THIS DRAWING (lbs) = 192 it% 15'-215/16 1'-105/8 12'-10 • / 65/16 ,. 7;) , 75/8 , tiVA— —A-4, 4-7 coco C \ 3:67 9' (m92 5 \ \ ) ,„ , \ co ( m30 ) I \.\ \ - ( m98 ) A\ \ lii°° 7S, \ I 76 1'-105/8 \ m30 \.\ `\ 0' 7 776, � ' � � riltripe /GRIND - - - - -- - \ ~ `\ 3 SMOOTH / /37/16 -, \ /16V TYP�`� \\ E I \\tea' m30 i \ \ \`\ 4 /21/2 \ 6 ~\ ' 196s \ \_ \ 3 �/0 \ \ o, -,--/ ,‘ \.\ `\ - \ \M \ \ \ 1[l NI \ \ 1- . I -' \ I /GRIND E I NO PAINT \'\ I : \ \ \`\ \`\ 1 ALLAROUND \ \ \ \ \ S/16 VPOTH 'N., ,TYP ALL POSTS \ �96 \`\ ` \ 2;7 Y m30 REVISE PER TOP ` ` \ m30 ) \ 77, cQ co r I \ \ OF SLAB air \ I \,tl ,\ .\ \ 6 N.ELEVATIONS AS \ \. ' PROVIDED ON o ` \. \ _, �7 1E1012 0f \. \ \ jII \ \ c , B " B \ . I \ \ \.. 75/8 X96 f \ -, ,\ \ \ ( m30 ) \ `\. '[1200 c3 I \ \, ( m97 ) ~ \ \ \ 00 \ \ o) . r•- � I \� j m30 ) 12 \` \ \ co \ ( 1710A ) / 2'-61/4 65/16 3'..31/8 2'-113/4 2'-113/4 2'-113/4 3'-09/16 ONE — HANDRAIL — 1710A NOTE 1 S/C STD. SHOP PRIMER ALL WELDS GROUND SMOOTH SHOP NOTES REF DRGS: E1011, E1012 1. 0 INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. I REV- RELEASEIREVlSIONS BY DATE ,- PH:503-630-7990 PIECE MARK TO BE LOCATED ON TOP FACE &AT * SYMBOL U.N.O. -_ Fax:503-630-7888 JOB NAME: Jaguar Land Rover 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. ----;=_-= 17 ---„ir - CUSTOM P9�=503-237-2600 = == LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, AA Fab 18625 SE BAKERS FERRY RD - - BORING,OR 97009 CONTRACTOR: Perlo Construction NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, I A DETAILS AND ETC...WHERE DRAWN BY: SCCHK'D BY: MC FINISH: I S1C STD. SHOP PRIMER HOLES:AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX I /� REQUESTED,WHERE INDICATED. 6. W& WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT I A DATE 01/02/2019 DATE: 01/04/2019 SURFACE PREPARATION:SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN A BE CONCLUDED TO BE CORRECT, DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. !e\ ISSUED FOR APPROVAL SC 02/08/2019 ' - STEEL PIPE: A53 GR-B Type E or S A ISSUED FOR DESIGN REVIEW SC 01/17/2019 HANDRAIL 1111 1710A /B\ MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 07:59:44am 02/08/2019 BY: BDS VIRCON GRID LOCATION 1 ' F-G/7-5 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH MARK MARK PIECES DESCRIPTION FEET (INCHES REMARKS GRADE FIN 1711A 1 HANDRAIL 1 S/C 1711A 1 PIPE1-1/2SCH40 22'-10 9/16" A53-GR.B m30 6 ROD3/4 4 9/16" A36 m82 3 PIPE1-1/2SCH40 3'-31/8" A53-GR.B m85 2 PIPE1-1/2SCH40 3'-4 3/4" A53-GR.B m88 1 PIPE1-1/2SCH40 3'-3 1/16" A53-GR.B m91 1 PIPE1-1/2SCH40 19'-0 3/16" A53-GR.B m102 2 PIPE1-1/2SCH40 3'-3 1/2" A53-GR.B m103 1 PIPE1-1/2SCH40 3'-215/16" A53-GR.B ' 75/8 15'-27/8 711/16 NO PAINT 1" / / NO PAINT 1" 1 TOTAL WEIGHT THIS DRAWING (lbs) = 186 • � ALL AROUND-\ ALL AROUND \ �.tt M , v. co , : __ i____ .t- T EV ____ , C,) CO V__,_ 9 1 \ '. CO LAM ,99,\GJ,16 M - - 7 r 6 of8'-81/16 61-61X16 / / / 51/16/ /, • `co / 711/16 ,/M \ 3,3 8 i' ;'-" ( 1711A ) i' ;'-" co ( m91 ,\ I ( m30 ) j \ '3r 9 ' s ( m103 ) \-\ , . \ ` ,fir `8�s 3 1 r 7 \ I \ 2 16 -� - , \ \'\ j \• 37/16 21/2 ti ( `h \ CV I \ •I\ \ co ,� 21/2 \ \ 3'-21/16 3'-40/4 , ---.T / '� / `�. 1 / / 19/16 2�9r ' \' '\ \ : / 9/16 s '\ m30 ) \, \ I �' C-- 776 i 'v v. 3, i • (NI m30 ) cr)' .\ \\ Pc/ \� \ \ /GRIND co , j \ `\ \ \ I\ m30 i 3/16 U' \SMOOTH cYF 51/16 \ \ \ \ \ I \'\ � \ \ it III /GRINDN° \ ?r E co /16 \SMOOTH 3• ` r6 [-1-3-* 75/8,( m30 ) \ o Ij 70 \ ; \ \` \ \ I 1. I I -,. CD \ \, / REVISE PER TOP °o co 00 \ •••• ` \ �` OF SLAB o \.L N�y.� I \.\ — {� \ �� \j 1 �. W VJ ELEVATIONS AS '�' .\ E I NO PAINT \ \ GRIND - (; PROVIDED ON \ �-- I �-1 ALL AROUND \ ( m30 ) <SMOOTH E1012 \ \ TY ALL POSTS \ \ I ( m30 ) 0/16(/ j ( m30 ) B - B -14 co co co \ r-( -,, v ( m85 ) I ( m85 ) 1r + M en 69 C �oa`\• N 1 I co r` E I 12 '\ j I iTo .\ IA-7 1E I I co N 113_0, 2'-10 2'-911/16 21-9 11/16 3'-43/4 3'43/4 / / / A - A ONE - HANDRAIL - 1711A NOTE 1 S/C STD. SHOP PRIMER ALL WELDS GROUND SMOOTH SHOP NOTES REF DRGS: E1011, E1012 1. Q INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT * SYMBOL U.N.O. Fax:503-63oasss 9 A CUSTOM Par: 503-237-2600 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. A LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, c? Fab 18625 SE BAKERS FERRY RD g NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: A —__„-±-4._ BORING,OR 97009 CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A DETAILS AND ETC...WHERE DRAWN BY: SC CHK'D BY: MC FINISH: 1 S/C STD. SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX n REQUESTED,WHERE INDICATED. 6. W&WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/02/2019 DATE: 01/04/2019 SURFACE PREPARATION:SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN i /A BE CONCLUDED TO BE CORRECT, I LA JA DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 (CSI AND ACCEPTED BY THE APPROVER. I AISSUED FOR APPROVAL SC 02/08/2019 - - STEEL PIPE: A53 GR-B Type E or S I A ISSUED FOR DESIGN REVIEW SC 01/17/2019 HANDRAIL 1111 1711 A /B\ MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 07:59:46am 02/08/2019 BY: BDS VIRCON GRID LOCATION F-G/7-5 NO PAINT 1" 75/8 513/16 14'-1011/16 77/8 NO PAINT 1" BILL OF MATERIAL ALL AROUND / ALL AROUND SHIP PIECE NO.of LENGTH DESCRIPTION REMARKS GRADE FIN �\ MARK MARK PIECES FEET INCHES - w �� re m 1712A 1 HANDRAIL 1 S/C -_\:6 IMV ) 1712A 1 PIPE1-1/2SCH40 24'-3 1/4" A53-GR.B 00 N �` m30 6 ROD3/4 4 9/16" A36 M )//1 )b m m81 3 PIPE1-1/2SCH40 3'-9" A53-GR.B m82 4 PIPE1-1/2SCH40 3'-3 1/8" A53-GR.B A - A m93 1 PIPE1-1/2SCH40 20'-4 3/8" A53-GR.B m95 1 PIPE1-1/2SCH40 3'-4 7/8" A53-GR.B • m104 1 PIPE1-1/2SCH40 3'-4 1/2" A53-GR.B 1/ TOTAL WEIGHT THIS DRAWING (lbs) = 196 513/16 , , 14'-57/16 / 9�53/16 D7.7, CO A 78 F lir: 71 CI) -_...-_.,y ` '\i 'CO ' ( m93 ) v / I \ IT \ \ GRIND \,\ -\d'7 `--\ ~ '3/16/' SMOOT : \ , c \` TAW ,\ i \ \ \ \ \ ! m30 '\ ccoo j \ `� . � '\ ( 1712A ) \ _GRIND E '\ rn \ 6 \ �, I \ - \ 3j16 SMOOTH \ \ I \ - N. \ j m30 \ \ 3, �- \ �. , \.\ \, '9 co \ X6) \ ''''s- , \ A.r �V I �\ ,\ .''v r , {V \ ' B + B r CO ( \ E i \\ \ L .k"`--1*,._'. NO PAINT 1" \' I \ \,\ 2'7 \, ALL AROUND \.\ j m30 ~.\ '\ 0t \TYP ALL POSTS . \ \ \. \ \ c \ 9 B \ 7N. I \ \ �~ \ \ \ 12 5��16 , co j '\ ,,\ ' acv "\ E \ VISE PER TOP �= .1 \ \ \ CD SLAB `� \ I \ t° '\ '\ m30 \ \ �' EVA TIONS AS .\ '\, _ ! ~`\ 3r OVI QED ON 312 \,\ I \ \7pst \ � r ,,,,, / ..,...- r r- cv , \ r 12 \. °oI \ O \ E '\ I \ I \ m30 ) t- I jr ` 'I \ c0 \ j-\ . f 2'-119/16 3'-23/16 3'-23/16 3'-23/16 2'-103/8 ONE - HANDRAIL - 1712A NOTE ALL WELDS GROUND SMOOTH • 1 S/C STD. SHOP PRIMER SHOP NOTES REF DRGS: E1011, E1012 1. 0 INDICATES PAINT STRIPE SIDE. MARK® IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE - PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT * SYMBOL U.N.O. Fax:503-630-7888 g CUSTOMA Pg r: 503-237-2600 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. Fab 18625 SE BAKERS FERRY RD LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, A NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: = BORING,OR 97009 CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A DETAILS AND ETC...WHERE DRAWN BY: SC CHKD BY: MC FINISH: 1 S/C STD. SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX A - 6. W&WT SHAPES: A992-GR50 IFOEACH V ERWHERE IS NOT INDICATED. A j 01/02/2019 01/04/2019 SURFACE PREPARATION: Sp-2 WELDS: SEE SHOP NOTES DATE: DATE: OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. AISSUED FOR APPROVAL SC 02/08/2019 - - STEEL PIPE: A53 GR-B Type E or S HANDRAIL 1111 1712A A A ISSUED FOR DESIGN REVIEW SC 01/17/2019 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 07:59:48am 02/08/2019 BY: BDS VIRCON • • GRID LOCATION SHOP NOTES F-G16-5 1.®INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. F-G/7-6 954$ PIECE MARK TO BE LOCATED ON TOP FACE&AT fr SYMBOL U.N.O. 2.RUNNING DIMENSIONS START FROM INDICATED AS R.D. , / 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, / NOTCH-FREE TO A 1/2"RADIUS(MIN). 1 ) -----€} 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS 01.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E7OXX 6. & SHAPES: PL's: 60 1( •Q` •,L1L• 1� OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S CD co P\ q „, \ s` J •C( I I �� _0) I I A I I CO I , . I I I srI S m83 ) r 6-) ? __ II GRIND co , /16 I 3 SMOOTH V II 7:t ( 1713A ) I I /GRIND 3/16 V SMOOTH NOTE I ALL WELDS GROUND SMOOTH NO PAINT 1” 95/3 ALL AROUND 1 A - A 4 - HANDRAILS - 1713A 1 SIC STD. SHOP PRIMER REF DRGS:E1011, E1012 REV. RELEASE/REVISIONS BYDAZE PH:503.630.7990FaxJOB NAME: Jaguar Land Rover I Pgr:CUSTOM 503.237-2600 g 503-237-2600 LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 BILL OF MATERIAL I I A Fab 18625 SE BAKERS FERRY RD BORING,OR 97009 CONTRACTOR: Perlo Construction SHIP PIECE NO.OF LENGTH NOTE: DESCRIPTION REMARKS GRADE FIN VERIFICATION OF DIMENSIONS, I A MARK MARK PIECES FEET I INCHES DETAILS AND ETC...WHERE I DRAWN BY: SC CHK'D BY: MC FINISH:1 SIC STD.SHOP PRIMER HOLES:AS NOTED A 1713A 4 HANDRAILS 1 SIC REQUESTED,IF EACH VERIFICATION IS NOT INDICATED.ERE 1 A DATE 01/02/2019 DATE: 01/04/2019 SURFACE PREPARATION:SP-2 WELDS:SEE SHOP NOTES 1713A 4 PIPE1-1/2SCH40 7-0 5/16" A53-GR.B NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, I A DESCRIPTION: JOB NUMBER SHEET 17183 8 PIPE1-1/2SCH40 9 5/8" A53-GR.B AND ACCEPTED BY THE APPROVER I Q ISSUED FOR APPROVAL SC 02/08/2019 HANDRAIL 1111 1713A n TOTAL WEIGHT THIS DRAWING(lbs)=22 I I A ISSUED FOR DESIGN REVIEW SC 01/17/2019 MODEL NAME 18.0299_001.JaguarLR PLOTTED.080230am 02/08/2019 BY.BDS VIRCON • • GRID LOCATION f SHOP NOTES F-G/6-5 1.0 INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. PIECE MARK TO BE LOCATED ON TOP FACE&AT SYMBOL U.N.O. 2.RUNNING DIMENSIONS START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S (0 C) %11-76, I I - I I I i I� ( m87 ) — — — — — — — — — — — — — — — C) CS') I I GRIND GRIND\ I ( 1714A ) 63/16r 3/16i SMOOTH SMOOTH/ 3/16I/ i I (m87 ) I co NO PAINT 1" 4'_11/4 ALL AROUND TYP NOTE ONE - HANDRAIL - 1714A ALL WELDS GROUND SMOOTH 1 S/C STD. SHOP PRIMER REF DRGS:E1011,E1012 REV I RELEASE/REVISIONS BY DATE _ PH:503-630.7990 II( Fax:503-630-7866 JOB NAME: Jaguar Land Rover Q CUSTOM Pgr 503-237-2600 BILL OF MATERIAL Fab 18625 SE BAKERS FERRY Rd Q LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 u BORING,OR 97009 CONTRACTOR: Perlo Construction SHIP PIECE NO.OF DESCRIPTION LENGTH REMARKS GRADE FINNOTE_ MARK MARK PIECES FEET INCHES VERIFICATION OF DIMENSIONS, I d DRAWN BY:0 I SC CHK'D BY: MC FINISH:1 S/C STD.SHOP PRIMER HOLES:AS NOTED DETAILS AND ETC...WHERE I 1714A 1 HANDRAIL 1 S/C REQUESTED,WHERE INDICATED. IF EACH VERIFICATION IS NOT I Q DATE: 01/02/2019 DATE: 01/04/2019 SURFACE PREPARATION:SP-2 WELDS SEE SHOP NOTES 1714A 1 PIPE1-1/2SCH40 11'-4" A53-GR.B NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, I DESCRIPTION: JOB NUMBER SHEET m87 2 PIPE1-1/2SCH40 4'-1 1/4" A53-GR.B AND ACCEPTED BY THE APPROVER. ,L ISSUED FOR APPROVAL SC 02/08/2019 I HANDRAIL 1111 1714A TOTAL WEIGHT THIS DRAWING(lbs)=50 I ISSUED FOR DESIGN REVIEW SC 01/17/2019 1 MODEL NAME 15.0296_001-Jaguar LR PLOTTED.08.02.31am 02/08/2019 BY.BM VIRCON GRID LOCATION BILL OF MATERIAL F-G/6-5 SHIP PIECE NO.OF LENGTH MARK MARK PIECES DESCRIPTION FEET INCHEs REMARKS GRADE FIN 1715A 1 HANDRAIL 1 SIC 1715A 1 PIPE1-112SCH40 18'-2 318" A53-GR.B p244 2 PL114X17/8 2 1/8" A36 x6 6 WAGNER RB14025 A36 TOTAL WEIGHT THIS DRAWING (lbs) = 52 ( D244 ( x244 (3)-5116"0 CSB (3)-5116"o CSB (3)-5116"0 CSB (3)-5116"0 CSB iiirv (3)-5116"o CSB (3)-5116"o CSB — :1511 G z5,.1 / V . ,1 G N 4 IL X N s �116 1-013/16 / 9'-2 / - , 6 16 _ 7116 See extension See extension notes , notes on sheet on sheet E1012. E1012. Provideprior 12" to 12" extension at radius at upper � bottom landing i 16 114 I landing 7116 1'-01I I169'-2 X/16 X116 4 `-',. ."0 s% XS 59116 \\\55 MAINTAIN MINIMUM ' ' ( 1715A } OF 1.5" CLEARANCE ' BETWEEN HANDRAIL __.. / ) 2'1/2 AND SIDE WALL x6 x6 \ 3/16 V rREVISE PER TOP 1(3)-5116"0 CSB \ x6 OF SLAB x6 WAGNER RB14025 ELEVATIONS AS NO 53 TYPICAL HANDRAIL BRACKET DETAIL PROVIDED ON IE1012 5 i%;.- ,- En , x6 551$ 73116 :3l\16 ie jx6 �� 12 4 x6 A -- A ONE - HANDRAIL - 1715A NOTE 1 SIC STD. SHOP PRIMER ALL WELDS GROUND SMOOTH SHOP NOTES REF DRGS: E1011, E1012 1. ( INDICATES PAINT STRIPE SIDE. MARK IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE PH:5O3-630- 990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT : SYMBOL U.N.O. A Fax:5o3-63a-7aaa g 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. CUSTOM Par; 503-237-2600 LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, ---�-- I A Fab 18625 SE BAKERS FERRY RD 1 NOTCH-FREE TO A 1/2" RADIUS (MIN). , NOTE: A BORING, OR 97009 CONTRACTOR: Perla Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A I 1 - .-- --- - - — — — DETAILS AND ETC...WHERE � DRAWN BY: SC CHK'D BY: MC FINISH:H: 1 SIC STD. SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX REQUESTED,WHERE INDICATED. A 6. W& WT SHAPES: A992-GR50 A PREPARATION: SP-2 WELDS: SEE SHOP NOTES NOTED OTHERWISE IT WILL THEN A DESCRIPTION: DATE: IF EACH VERIFICATION IS NOTSURFACE PRE OTHER SHAPES & PL's: A36 or A572-50 BE CONCLUDED TO BE CORRECT, I JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 1'51 AND ACCEPTED BY THE APPROVER. Q ISSUED FOR APPROVAL SC 0210$12019 STEEL PIPE: A53 GR-B Type E or S HANDRAIL 1111 1715A B A ISSUED FOR DESIGN REVIEW SC 01/17/2019 1 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 07:59:49am 02/08/2019 BY: BDS VIRCON GRID LOCATION F-G/6-5 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH MARK MARK PIECES DESCRIPTION FEET INCHES REMARKS GRADE FIN 1716A 1 HANDRAIL 1 SIC 1716A 1 PIPE1-1/2SCH40 18'-1015/16 A53-GR.B p244 2 PL1/4X1 7/8 2 1/8" A36 x6 6 WAGNER RB14025 A36 ( D244 ) ( o244 ) G TOTAL WEIGHT THIS DRAWING (lbs) = 54 7DIT\— /4/(3)-5116"0 CSB j (3)-5116"0 CSB 4/(3)-5+16"0 CSB (3)-51161'0 CSB (3)-5116"0 CSB —l ,..isi z-sl, co , z1(3)-5/16"0 CSB1 cel A 5i16 59116 N At / 71 1 12'-10 2' 16 7116 -11/2 i ,7 See extension See extension notes notes on sheet on sheet E1012. E1012. Provide Provide 12" prior to j 12" extension at radius at upper bottom landing Llanding 7116 1'-1112 12'-10 2X16 7116 73 �C -.0 2'-03116 59116 a� ` MAINTAIN MINIMUM c3v\t, OF 1.5" CLEARANCE N' ( 1716A ) BETWEEN HANDRAIL \ / AND SIDE WALL 6 . --i (,, -o / , 2 x6 Y _ ' .10 .v x6 (3)-6116"o CSB (x6 ) WAGNER RB14025 TYPICAL HANDRAIL BRACKET DETAIL REVISE PER TOP .,,,\,\,\::53`90, +�� OF SLAB ELEVATIONS AS PROVIDED ON x6 E1012 co §' co `5' , 7 tO X,- � x6 12 - 59116 7718 ---' lig x6 ( x6 ) A - A ONE - HANDRAIL - 1716A NOTE 1 SIC STD. SHOP PRIMER ALL WELDS GROUND SMOOTH_ SHOP NOTES REF DRGS: E1011, E1012 1. .) INDICATES PAINT STRIPE SIDE. MARK (Z) IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE PH:503-630-7990 Ja JOB NAME: uar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE & AT Y SYMBOL U.N.O. Fax:503-630-7888 g 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. A CUSTOM Pgr: 503-237-2600 LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, -------- 0 Fab 18625 SE BAKERS FERRY RD NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: A BORING, OR 97009 CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A DETAILS ETC...WHERE DRAWN BY: SC CHK'D BY: MC FINISH: 1 SIC STD. SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX A REQUESTED,WHERE INDICATED. 6. W& WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/02/2019 DATE: 01/07/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN L BE CONCLUDED TO BE CORRECT, A DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. 0 ISSUED FOR APPROVAL SC 02/08/2019 STEEL PIPE: A53 GR-B Type E or S A ISSUED FOR DESIGN REVIEW SC 01/17/2019 HANDRAIL 1111 1716A A\ MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 07:59:50am 02/08/2019 BY: BDS VIRCON GRID LOCATION BILL OF MATERIAL F-G/6-5 SHIP PIECE NO.OF LENGTH MARK MARK PIECES DESCRIPTION FEET � INc>1Es REMARKS GRADE FIN 1717A 1 HANDRAIL 1 SIG 1717A 1 PIPE1-1/2SCH40 6'-8" A53-GR.B p244 2 PL1/4X1 7/8 2 1/8" A36 x6 3 WAGNER RB14025A36 TOTAL WEIGHT THIS DRAWING (lbs) = 20 ( 0244 ) C ( 0244 ) (3)-6116"o CSB (3)-5116"0 CSB (3)-6116"0 CSB________._ — N IL \,,,,,Z___ -, 1 _____ , . / \ \ mo _ -, - ,.. . � mo fA N 7'4 At See extension r See extension notes notes on sheet on sheet E1012. E1012. Provide Provide 12" prior to 12" extension at bottom landing radius at upper landing 41-71/4 / 1'-35116 7/16 MAINTAIN MINIMUM 911/16 5518 OF 1.5" CLEARANCE BETWEEN HANDRAIL N �6 -/ _ AND SIDE WALL NN 21/2 � 211�6 Op ' -.,,,..,...< � 1:15 _7x6 x6 WAGNER RB14025 2g - -, -., - NSA TYPICAL HANDRAIL BRACKET DETAIL ( 0244 ) ti (.0 -z.r -zfj \. I\vx6 / co 12 .. ,,, , ,.,- -73:-- : '''' rb X116 5/16 / .._. *A B - B x6 A - A ONE - HANDRAIL - 1717A NOTE 1 SIC STD. SHOP PRIMER ALL WELDS GROUND SMOOTH SHOP NOTES REF DRGS: E1011, E1012 1. INDICATES PAINT STRIPE SIDE. MARK IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE ' PH:503-630-7990 PIECE MARK TO BE LOCATED ON TOP FACE & ATT SYMBOL U.N.O. \ Fax:503 930 7688 JOB NAME: Jaguar Land Rover 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. CUSTOM Pgr: 503-237-2600 Fab 18625 SE BAKERS FERRY RD LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 112" RADIUS (MIN). NOTE: A BORING, OR 97009 CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A DETAILS AND ETC. . WHERE ^ DRAWN BY: SC CHK'D BY: MC FINISH: 1 SIC STD. SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX REQUESTED,WHERE INDICATED. ` \ 6. W& WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/02/2019 DATE: 01/07/2019 SURFACE PREPARATION SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN 1 A BE CONCLUDED TO BE CORRECT, 1 / \ DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. IQ ISSUED FOR APPROVAL SC 02/08/2019 STEEL PIPE: A53 GR-B Type E or S HANDRAIL 1111 1717A F A ISSUED FOR DESIGN REVIEW SC 01/17/2019 • MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 07:59:52am 02/08/2019 BY: BDS VIRCON GRID LOCATION F-G/7-5 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH MARK MARK PIECES DESCRIPTION FEET ( INCHES REMARKS GRADE FIN 1718A 1 HANDRAIL 1 SIC 1718A 1 PIPE1-112SCH40 18'-815116" A53-GR.B p244 2 PL1/4X1 7/8 2 1/8" A36 x6 6 WAGNER RB14025 A36 TOTAL WEIGHT THIS DRAWING (lbs) = 53 14 ( 0244 ) ( 0244 ) r G � (3)-6116"0 CSB (3)-6116"0 CSB /(3)-5/:"ØCSBI ,,H(3)-5/i&øCSBI (3)-611$"! CSB( (3)-�16'�0 CSB G r is _�\ �` — — — — — — — — — — — — —. — — — — — — V(3)-5116"0 — — —-— — — — — — — 00 1L‘ N \ ( N 1718A } A 10 3/ 14'-9718 / 1'-015/16 7116 See extension notes on sheet E1012. Provide 12" prior to radius at upper 15'-915116 landing 14'-9 / 1'-015116 ,7116 See extension MAINTAIN MINIMUM - notes on sheet • w, OF 1.5" CLEARANCE I E1012. Provide Y 8 415/16 ----- ! BETWEEN HANDRAIL ° ' 12" extension at ' / - f AND SIDE WALL bottom landing 2112 I , ; -- - - - - - I - C C � V 4 CSB -oel 1(3)-5/16"0 Cx6 WAGNER RB14025 TYPICAL HANDRAIL BRACKET DETAIL '3' 10 REVISE PER TOP /' OF SLAB 7 ELEVATIONS AS _ �,�1�6 7'/ PROVIDED ON ,,6 '� / E1012 NI (Y" • / 0) -o.6 / �N 12 PAN �°I 11'\6 7\ c3(•31% 4i' il y' / ,r `` .- ___ / 03 TN \ _ , , , 7/16 r 658 .` B - B -• A - A ONE - HANDRAIL - 1718A NOTE 1 SIC STD. SHOP PRIMER ALL WELDS GROUND SMOOTH SHOP NOTES REF DRGS: E1011, E1012 1. <; INDICATES PAINT STRIPE SIDE. MARK fl: IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE(REV3SIONS BY DATE PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT *' SYMBOL U.N.O. A CUSTOM Fax:503-630-7888 g 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. Pg r: 503-237-2600 LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, - 1 A Fab 18625 SE BAKERS FERRY RD NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: BORING, OR 97009 CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, 1 A 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX DETAILS AND ETC...WHERE DRAWN BY: SC CHKD BY: MC FINISH: 1 SIC STD. SHOP PRIMER HOLES: AS NOTED REQUESTED,WHERE INDICATED, I 6. W& WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/02/2019 DATE: 01/07/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN —— --BE CONCLUDED TO BE CORRECT, A DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 kSI AND ACCEPTED BY THE APPROVER. /3\ ISSUED FOR APPROVAL SC 02/08/2019 STEEL PIPE: A53 GR-B Type E or S HANDRAIL 1111 1718A �B\ A ISSUED FOR DESIGN REVIEW SC 01/17/2019 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 07:59:53am 02/08/2019 BY: BDS VIRCON GRID LOCATION F-G/7-5 BILL OF MATERIAL SHIP PIECE NO.OF LENGTH DESCRIPTION REMARKS GRADE FIN MARK MARK PIECES FEET ( INCHES 1719A 1 HANDRAIL 1 S/C 1719A 1 PIPE1-112SCH40 18'-0 518" A53-GR.B p244 2 PL114X17/8 2 1/8" A36 1 a x6 6 WAGNER RB14025 A36 G 1 ( 0244 ) 0244 ) G— TOTAL WEIGHT THIS DRAWING (lbs) = 51 T 41. 4 4 4 __ _ _ _____ _ , _ 4 -‘g' -1-c-ris,, x _- . ,.. c0\ to,_ N N ,,t X116 7'-2 8'-3 1'-0114/ X116 ,, /, / \ See extension notes See extension notes on sheet on sheet E1012. E1012. Provide Provide 12" prior to 12" extension at radius at upper bottom landing landing \ 16'-5114 7116x, X2 8'-3• 1'-0114 - 7116 MAINTAIN MINIMUM -of 6314 59116 / OF 1.5" CLEARANCE (5) _ - BETWEEN HANDRAIL AND SIDE WALL )21/ . (s ( 1719A ) = (3)-5116"o CSB ' 3'f:3-W- A 0 1) x6 (x6) J WAGNER RB14025 REVISE PER TOP TYPICAL HANDRAIL BRACKET DETAIL I OF SLAB 1 ELEVATIONS AS --- �.����� � ,� -' PROVIDED ON 3' E1012 `,. ` ", (3)-5116"0 CSB x6 00 9 In �,1.311\ > , -- " 4ists, (3)-5/16"o CSB( x6 ,�'�1ti tiro 59116 3'-4518 3'-313/15 12 41.4 . to <lb\--(3)-5116"o CSB (3)-5116"o CSB( x6 (3)-5116"o CSB x6 x6 A - A ONE - HANDRAIL - 1719A NOTE 1 SIC STD. SHOP PRIMER ALL WELDS GROUND SMOOTH SHOP NOTES REF DRGS: E1011, E1012 1. .`, INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE &AT *: CUSTOM A SYMBOL U.N.O. Fax:503-630-7888 g 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. Pgr: 5o3-z37LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, — AA RD NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: Fab 18625 SE BAKERS FERRY RD BORING, OR 97009 CONTRACTOR: Perla Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX DETAILS AND ETC...WHERE A DRAWN BY: S(, CHKD BY: MC FINISH: 1 S/C STD. SHOP PRIMER HOLES: AS NOTED REQUESTED, HERE 6. W&WT SHAPES: A992-GR50 IF EACH VERIFICATION ISDNOT D A I DATE: DATE: 01/02/2019 01/04/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A 1 DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. A I ISSUED FOR APPROVAL SC 02/08/2019 HANDRAIL 11 1 1 1719A B STEEL PIPE: A53 GR-B Type E or S A I ISSUED FOR DESIGN REVIEW SC 01/17/2019 MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 07:59:54am 02/08/2019 BY: BDS VIRCON GRID LOCATION , BILL OF MATERIAL F-G16-5 SHIP PIECE NO.OF LENGTH MARK MARK PIECES DESCRIPTION FEET INCHES REMARKS GRADE FIN 1720A 1 HANDRAIL 1 S/C 1720A 1 PIPE1-1/2SCH40 11'-7 718" A53-GR.B m80 1 PIPE1-1/2SCH40 2'-111/16" A53-GR.B p234 3 PL3/8X3 8" A36 TOTAL WEIGHT THIS DRAWING (lbs) = 43 11/2 11/2 N — TN ( D234 ) • acv N I I I I co I he p� o 0 1 ( 0234 ) \, I — N 'A -I- ( D234 ) ( 1720A ) �"� \ ,-, / / , , co I _ N in \ I � • N ¶A ; C:_p At 21/2 21/2 A61 / / 3'-5114 B 4'-43/8 3'-51/4 5718 3'-10112 { - .1? ., I I °3/16i7 ( 1720A ) I I co r \ I I �r N r I I IN N N I i i N N I I I1 jm80 ) Ihis 311-6-76"N I . X16 V CO CO (2)-7116"0 EXP ANC { 0234 ) EXPANC co ( p234 ) D234 ) NO PAINT WITHIN 3" \_(2)-7/16"0 NO PAINT WITHIN 3" (2)-7/16"0 EXP ANC OF HOLES OF HOLES NO PAINT WITHIN 3" 21/2 11/2 11/2 21/2, / f � ,' 21/2 21/2 21/ 21' OF HOLES / / / 2/ / , 2 3'-5114 B 3'-10112 A - A B - B NOTE ONE - HANDRAIL - 1720A ALL WELDS GROUND SMOOTH. 1 S/C STD. SHOP PRIMER SHOP NOTES REF DRGS: E1011, E1012 1. ® INDICATES PAINT STRIPE SIDE. MARK IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. 1 RELEASE/REVISIONS BY DATE ' PH:503-630-7990 PIECE MARK TO BE LOCATED ON TOP FACE & AT *11 SYMBOL U.N.O. Fax:503-630-7888 JOB NAME: Jaguar Land Rover A CUSTOM Pgr: 503-237-2600 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, A Fab BOR NG 25 SE BAOR gERRSS�FERRY RD CONTRACTOR: Perk) Construction NOTCH-FREE TO A 1/2" RADIUS (MIN). NOTE: 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, DETAILS AND ETC. . WHERE /� DRAWN BY: SC CHKD BY: MC FINISH: 1 S/C STD. SHOP PRIMER HOLES: AS NOTED 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX REQUESTED,WHERE INDICATED. / \ 6. W& WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A DATE: 01/02/2019 DATE: 01/07/2019 SURFACE PREPARATION: SP-2 WELDS: SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, / \ DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. ISSUED FOR APPROVAL SC 02108/2019 STEEL PIPE: A53 GR-B Type E or S A ISSUED FOR DESIGN REVIEW SC 01/17/2019 HANDRAIL 1111 1720A /B\ MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 07:59:55am 02/08/2019 BY: BDS VIRCON GRID LOCATION BILL OF MATERIAL F-G/6-5 SHIP PIECE NO OF LENGTH DESCRIPTION REMARKS GRADE FIN MARK MARK PIECES FEET I INCHES 1721A 1 HANDRAIL 1 S/C 1721A 1 PIPE1-1/2SCH40 11'-21/2" A53-GR.B m30 3 ROD3/4 4 9/16" A36 m79 1 PIPE1-1/2SCH40 2'-5" A53-GR.B m84 1 PIPE1-1/2SCH40 3'-3 3/16" A53-GR.B m94 1 PIPE1-1/2SCH40 10'-5 9/16" A53-GR.B m105 1 PIPE1-1/2SCH40 2'-5 7/16" A500-GR.B TOTAL WEIGHT THIS DRAWING (lbs) = 78 NO PAINT 1" 81/8 3'_8114 ALL AROUND / / s (0I vki ..__ V — rCtX A 7718 4'-4018 � A 37116 4'-4018/ / 2112 81 1 18 / 3-8 14 / 12" extension at 91 >- bottom landing 7 / 1 16 "P"' .O co yS 7, '6' 98 9 m30 ` 4' y. / N 7718 _ e _\ GRIND op yA \ B 3116 SMOOTH - 4-j _" 2, 0- CI) .. S ( m94 m30 ) �7 co j . �. _-,_ EY) c� ( m105 ) T -. � � 10014 / X-- - • , -, , 1 B B co N '- co I �,, \ �,, '4�` r `I "� -' r .____.) . I ( m30 ) — — in 1 I co `co -\ ,� ?]9 Q N 1'-8 E I '� I _ i rn ` ,, 1 I 1-- r3 \ C , .:).) C r co NO PAINT 1" �� ------ '` ALL AROUND, Ico r TYP ALL POSTS .o \ -I `o 12 I ( 1721A ) T LB_. I/ C - C , . ,,,, . ., , \S -, , , i4'- 5 2'-2718 2'-17116 A - A ONE - HANDRAIL - 1721A NOTE ALL WELDS GROUND SMOOTH 1 SIC STD. SHOP PRIMER SHOP NOTES REF DRGS: E1011, E1012 1. INDICATES PAINT STRIPE SIDE. MARK 0 IN AREA ADJACENT TO CONN. FOR FIELD USE. REV. RELEASE/REVISIONS BY DATE PH:503-630-7990 JOB NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE & AT V SYMBOL U.N.O. A 45 CUSTOM Fax 503-630-7888 Pgr: 503-237-2600 2. RUNNING DIMENSION'S START FROM INDICATED AS R.D. LOCATION: 720 NE Grand Ave. Portland, Oregon 97201 3. ALL RE-ENTRANT CORNERS OF COPES, BLOCKS AND CUTS SHALL BE SHAPED, AFab 18625 SE BAKERS FERRY RD A NOTCH-FREE TO A 112" RADIUS (MIN). NOTE: A BORING, OR 97009 CONTRACTOR: Perlo Construction 4. COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, I DRAWN BY. 5. WELDING AS PER AWS D1.1, ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX DETAILS AND ETC...WHERE SC CHKD BY: MC FINISH: 1 SIC STD. SHOP PRIMER HOLES: AS NOTED REQUESTED,WHERE INDICATED. 6. W& WT SHAPES: A992-GR50 IF EACH VERIFICATION IS NOT A I DATE: 01/02/2019 DATE: 01/07/2019 SURFACE PREPARATION. SP-2 WELDS SEE SHOP NOTES OTHER SHAPES & PL's: A36 or A572-50 NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A DESCRIPTION: JOB NUMBER SHEET TUBE STEEL: A500-GR B, 46 ksi AND ACCEPTED BY THE APPROVER. 0 ISSUED FOR APPROVAL SC 02/08/2019 STEEL PIPE: A53 GR-B Type E or S A ISSUED FOR DESIGN REVIEW SC 01/17/2019 HANDRAIL 1111 1721A MODEL NAME: 18-0295_001-Jaguar LR PLOTTED: 07:59:56am 02/08/2019 BY: BDS VIRCON GRID LOCATION I SHOP NOTES F-G/7-6 1,®INDICATES PAINT STRIPE SIDE.MARK ;!;'IN AREA ADJACENT TO CONN.FOR FIELD USE. PIECE MARK TO BE LOCATED ON TOP FACE&AT V.‘1 SYMBOL U.N.O. 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED. NOTCH-FREE TO A 112"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5,5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's,A36 or A572-50 TUBE STEEL:A500-GR B.46 ksi STEEL PIPE:A53 GR-B Type E or S 413/1610 10 10 413/16 , ` / / 74-- .1- v - 4 . _ (4)_11116"o EXP ANC NO PAINT WITHIN 3" OF HOLES Can be reduced as - needed for field clear L4X4X1/4 x 3'-35/8 dimension difference ( 1722A ) I t I I 4 - ANGLES - 1722A 1 S/C STD. SHOP PRIMER REF DRGS: E1011, E1012 REV. RELEASE/REVISIONS BY DATE FP:x.503-630-7s90503-630-7666 JOB NAME Jaguar uar Land Rover Al11Ke CUSTOM 503-237-2600 LOCATION: 720 NE Grand Ave Portland, Oregon 97201 _ AI 'a 18625 SE BAKERS FERRY RD BILL OF MATERIAL NOTE: 0 I I BORING,OR 97009 CONTRACTOR: Perlo Construction VERIFICATION OF DIMENSIONS, A { - - ----- SHIP PIECE No.OF LENGTH DETAILS AND ETC,.,WHERE DRAWN BY. SC CHK'D BY: MC FINISH:1 S/C STD.SHOP PRIMER HOLES.AS NOTED MARK MARK PIECES DESCRIPTION I REMARKS GRADE FIN REQUESTED,WHERE INDICATED. FEET INCHES IF EACH VERIFICATION IS NOT 0 I DATE: 01/02/2019 DATE: 01/03/2019 SURFACE PREPARATION:SP-2 WE LDS:SEE SHOP NOTES 1722A 4 ANGLES 1 SIC NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A I DESCRIPTION', JOB NUMBER SHEET 1722A 4 L4X4X1/4 3'-3518" A36 1 AND ACCEPTED BY THE APPROVER. A ISSUED FOR APPROVAL SC 02/08/2019 I ANGLE //EX,1111 1722A TOTAL WEIGHT THIS DRAWING(lbs)= 22 I ,L ISSUED FOR DESIGN REVIEW SC 01/17/2019 MODEL NAME 15-0295_00I-Jaguar LR PLOTTED QB 02:31 am 02/06200 By BCS VIRCON • • GRID LOCATION SHOP NOTES F-G/6-5 1.®INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. F-G17-6 PIECE MARK TO BE LOCATED ON TOP FACE&AT*SYMBOL U.N.O. 2.RUNNING DIMENSION'S START FROM INDICATED AS RD, 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S 3 /16 8 8 8 8 8 8 :� 8 / 8 8 8 8 / 8 39/16 , C\ils (i) 0 P* 1 _-) 0 / 0 / (13)-11/16"Ø EXP ANC NO PAINT WITHIN 3" OF HOLES L4X4X1/4 x 8"-7118 ( 1723A ) / 5 - ANGLES - 1723A 1 SIC STD. SHOP PRIMER REF DRGS:E1011, E1012 IREV RELEASE/REVISIONS BY DATEI _— PH'503-630-7990 Fel:503-630-7888 JOB NAME: Jaguar Land Rover --- Pgt:503-237-2600 0 4 - CUSTOM LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 A I .7_,-,r-di( Fab 18625 SE BAKERS FERRY RD BILL OF MATERIAL NOTE: D I _ BORING,OR 97009 CONTRACTOR: Perlo Construction VERIFICATION OF DIMENSIONS, A I I DRAWN BY: CHKD BY: SHIP PIECE NO.OF I LENGTH DETAILS AND ETC...WHERE I SC MC FINISH'1 S/C Sm.SHOP PRIMER HOLES:AS NOTED MARK MARK PIECES DESCRIPTION FEET INCHES REMARKS GRADE FIN REQUESTED,WHERE INDICATED. l IF EACH VERIFICATION IS NOT Q I DATE: 01/02/2019 DATE: 01/03/2019 SURFACE PREPARATION:SP-2 WELDS:SEE SHOP NOTES I 1723A 5 ANGLES 1 S/C NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A DESCRIPTION: JOB NUMBER SHEET 1723A 5 L4X4X1/4 8'-7 1/8" A36 AND ACCEPTED BY THE APPROVER. L2 ISSUED FOR APPROVAL SC 02/08/2019 TOTAL WEIGHT THIS DRAWING(lbs)=56 A ISSUED FOR DESIGN REVIEW SC 01/17/2019 ANGLE 1111 1723A MODEL NAME.18-0295_001-Jaguar LA PLOTTED-080232am 02108/1019 BY.EDS VIRCON GRID LOCATION SHOP NOTES F-G16-5 1.0 INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. PIECE MARK TO BE LOCATED ON TOP FACE&AT SYMBOL U.N.O. 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S 31/2 10 10 10 / ),37/16 42) 4.31 (4)_11/16"0 EXP ANC NO PAINT WITHIN 3" OF HOLES L4X4X1/4 x 3'-1 ( 1724A ) 4 - ANGLES - 1724A 1 S/C STD. SHOP PRIMER REF DRGS:E1011, E1012 REV, RELEASE/REVISIONS SY DATE PH.503-S30-7990 JOB NAME: Jaguar Land Rover Ili CUSTOM Fax:503.630.7568 Pgr 5°3-s37-26°° LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 / sY� 9 Fab 18625 SE BAKERS FERRY RD BORING,OR 97009 CONTRACTOR: Perla Construction BILL OF MATERIAL NOTE_ VERIFICATION OF DIMENSIONS, DRAWN BY: CHK'D BY: LENGTH DETAILS AND ETC...WHERE SC MC I FINISH:1 SIC STD.SHOP PRIMER HOLES:AS NOTED SHIP PIECE No.of DESCRIPTION REMARKS GRADE FIN REQUESTED,WHERE INDICATED. A MARK MARK PIECES FEET I INCHES IF EACH VERIFICATION IS NOT 0 DATE: 01/02/2019 DATE: 01/04/2019 !SURFACE PREPARATION:SP-2 WELDS SEE SHOP NOTES 1724A 4 ANGLES 1 S/C NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A i DESCRIPTION: JOB NUMBER SHEET 1724A 4 L4X4X1/4 3'-1" A36 AND ACCEPTED BY THE APPROVER. Q ISSUED FOR APPROVAL SC 02/08/2019 I ANGLE 1111 1724A 0 TOTAL WEIGHT THIS DRAWING(lbs)=20 I L ISSUED FOR DESIGN REVIEW SC 01/17/2019 MODEL NAME, 18-0295_001•Jaguar LR PLOTTED.08:02.33am 02/082019 BY.PDSVI8CON GRID LOCATION ISHOP NOTES R-G16-5 1.0 INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. PIECE MARK TO BE LOCATED ON TOP FACE&AT It SYMBOL U.N.O. 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&Wr SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S • 61/16 1'-0 1'-0 53/8 w (j3 (3)-11/16"O EXP ANC NO PAINT WITHIN 3" OF HOLES f L4X4X1/4 x 2'-117/16 ( 1725A ) ONE - ANGLE - 1725A 1 SIC STD. SHOP PRIMER REF DRGS:E1011,E1012 I REV.I RELEASE/REVISIONS BY DATE PH:51:13-830-7990 JOB NAME: Jaguar Land Rover _ Fax:503-630-7888 I AI Pgr.503-237-2600 A I , 4-7,1e: Fab CUSTOM 18625 SE BAKERS FERRY RD LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 BILL OF MATERIAL NOTE: BORING,OR 97009 • CONTRACTOR: POO Construction A LENGTH VERIFICATION DETAILS AND ETC.„DIMENSIONS, DRAWN BY: SC CHMD BY: MC FINISH:1 S/C STD.SHOP PRIMER HOLES:AS NOTED SHIP PIECE No.OF DESCRIPTION REMARKS GRADE FIN Il MARK MARK PIECES FEET IINCHES REQUESTED,WHERE INDICATED. IF EACH VERIFICATION IS NOT Q f DATE: 01/02/2019 DATE: 01/03/2019 SURFACE PREPARATION:$P-2 WELDS:SEE SHOP NOTES 1725A 1 ANGLE 1 S/C NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A I DESCRIPTION: JOB NUMBER SHEET 1725A 1 L4X4X1/4 2'-11 7/16" A36 AND ACCEPTED BY THE APPROVER. A ISSUED FOR APPROVAL SC 02/08/2019 TOTAL WEIGHT THIS DRAWING(Lbs)= 19 Al ISSUED FOR DESIGN REVIEW SC 01/17/2019 ANGLE 1111 1725A n MODEL NAME 18-0295001-Jaguar LE PLOTTED.08-02.33am 0210872019 BY:EDS VIRCON GRID LOCATION ISHOP NOTES F-G/6-5 1.0 INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. PIECE MARK TO BE LOCATED ON TOP FACE&ATC i SYMBOL U.N.O. 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WI SHAPES:A992-GR50 OTHER SHAPES Si PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S tN p ,:t. ,\ 0 4 _ 0 \ \_(4)..11,,e0 EXP ANC NO PAINT WITHIN 3" OF HOLES 31/2 10 10 10 115/16 L4X4X1/4 x 2'-11112 ( 1726A ) / • I I 1 1 ONE - ANGLE - 1726A 1 S/C STD. SHOP PRIMER REF DRGS:E1011,E1012 REV. RELEASE/REVISIONS BY DATE -- PH:503-630-7990 JOB NAME: Jag Jaguar Land Rover _ =F-- Fax:503-630-7888 f CUSTOM P9L 503-237-2600 LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 _ I y Fab 18625 SE BAKERS FERRY RD BILL OF MATERIAL NOTE: © BORING,OR 97009 CONTRACTOR: Perlo Construction VERIFICATION OF DIMENSIONS, I DRAWN BY: SHIP PIECE NO.OF LENGTH DETAILS AND ETC...WHERE I SC CHK'D BY: MC FINISH:1 SIC STD.SHOP PRIMER HOLES:AS NOTED DESCRIPTION FEET INCHES REMARKS GRADE FIN REQUESTED,WHERE INDICATED. A MARK MARK PIECES ' IF EACH VERIFICATION IS NOT A DATE: 01/03/2010 DATE: 01/03/2019 SURFACE PREPARATION:SP-2 WELDS:SEE SHOP NOTES 1726A 1 ANGLE 1 S/C I NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, 0 DESCRIPTION: JOB NUMBER SHEET 1726A 1 L4X4X1/4 2'-11 1/2" A36 AND ACCEPTED BY THE APPROVER. Q ISSUED FOR APPROVAL SC 02/08/2019 TOTAL WEIGHT THIS DRAWING(Ibs)=19 L ISSUED FOR DESIGN REVIEW SC 01/17/2019 ANGLE 1111 1726A MODEL NAME-18.0295__001-Jaguar LR PLOTTED.08 02.34am 02808/2019 BY BDS VIRCON GRID LOCATION ISHOP NOTES F-G/6-5 1.®INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. PIECE MARK TO BE LOCATED ON TOP FACE&AT®SYMBOL U.N.O. 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S k r c6 PL3/8X3 1/2 x 6 Ir) ti \ ( 1727A ) O N E - SHEAR PLATE - 1727A NO PAINT REF DRGS:E1011,E1012 REV RELEASE/REVISIONS BY DATE PH:503-630-7990 JOB NAME: Jaguar Land Rover A -'" CUSTOM Fax 503-630.7888 Pgr:503-237-2600 - LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 A ( -- Fab 18625 SE BAKERS FERRY RD BILL OF MATERIAL NOTE: A BORING,OR 97009 CONTRACTOR: Perlo Construction VERIFICATION OF DIMENSIONS, DRAWN BY: SHIP PIECE NO.OF LENGTH DETAILS AND ETC...WHEREISC CH1CD BY: MC FINISH:NO PAINT HOLES:AS NOTED DESCRIPTION REMARKS GRADE FIN REQUESTED,WHERE INDICATED. A DATE: DATE: SURFACE PREPARATION.- WELDS:SEE SHOP NOTES MARK MARK PIECES FEET INCHES IF EACH VERIFICATION IS NOT A I 01/03/2019 02/06/2019 1727A 1 SHEAR_PLATE NO PA NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A I DESCRIPTION: JOB NUMBER SHEET 1727A 1 PL3/8X3 1/2 6" A36 AND ACCEPTED BY THE APPROVER. ,L; ISSUED FOR APPROVAL SC 02/08/2019 TOTAL WEIGHT THIS DRAWING(lbs)=2 A ISSUED FOR DESIGN REVIEW SC 01/17/2019 SHEAR_PLATE 1111 1727A MODEL NAME 18-0295_001-Jaguar LR PLOTTED.08.02:34am 02/0812019 9Y.BIDS VIRCON • GRID LOCATION SHOP NOTES F-G16-5 1.0 INDICATES PAINT STRIPE SIDE.MARK 0 IN AREA ADJACENT TO CONN.FOR FIELD USE. F-G/7-6 PIECE MARK TO BE LOCATED ON TOP FACE&AT It SYMBOL U.N.O. 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E7OXX • 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S 61/2 ( D268 ) rAje ( 1728A ) Al A / . • \ NO PAINT TO ...-----1 3116V INSIDE FACE Nt 9st ----------OF ANGLE AND . , / PLATES \ •, \_NO PAINT TO TOE OF ANGLE 1/ A...k÷ 2314 ti--- A - A 4 - BENT_PLATES - 1728A 1 S/C STD. SHOP PRIMER REF DRGS:E1011, E1012 REV RELEASE/REVISIONS BY DATE j PH:503-630-7990 JOB NAME: Jaguar Land Rover #—::- CUSTOM Fax:503-630.7888 A Pgr.503-237-2600 LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 A VAI ir Fab 18625 SE BAKERS FERRY RD BILL OF MATERIAL A 1 ,- BORING,OR 97009 CONTRACTOR: Perlo Construction LENGTH NOTE: SHIP PIECE No.OF DESCRIPTION REMARKS GRADE FIN VERIFICATION OF DIMENSIONS, A I i MARK MARK PIECES FEET INCHES DETAILS AND ETC...WHERE A I i DRAWN BY: SC CHK'D BY: MC FINISH:1 SIC STD,SHOP PRIMER HOLES:AS NOTED 1728A 4 BENT_PLATES 1 S/C REQUESTED,1M-IERE INDICATED. IF EACH VERIFICATION IS NOT A DATE: 01/02/2019 DATE: 01/04/2019 SURFACE PREPARATION:SP-2 WELDS:SEE SHOP NOTES 1728A 4 PL1/4X6 1/4 6 1/2" A36 NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A DESCRIPTION: JOB NUMBER SHEET p268 8 PL1/4X2 1/2 33/4" A36 I AND ACCEPTED BY THE APPROVER. AISSUED FOR APPROVAL SC 02/08/2019 BENT— 1111 1728A A3 TOTAL WEIGHT THIS DRAWING(Ibs)=4 A ISSUED FOR DESIGN REVIEW SC 01/17/2019 MODEL NAME 18.0296_001:Jaguar LR PLOTTED'043 02-35arn 021082019 BY.EDS VA/CON GRID LOCATION ISHOP NOTES F-G/6-5 1.0 INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. 101/43/4 PIECE MARK TO BE LOCATED ON TOP FACE&AT C? SYMBOL U.N.O. / )'/ 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, 11/$ 53/4 /33/8 NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. �s43t'\ 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 , OTHER SHAPES&PL's:A36 or A572-50 , TUBE STEEL:A500-GR B,46 ksi y I to STEEL PIPE:A53 GR-B Type E or S u`-( • I •/ 111/8 1/8 101/4 3/4 NO PAINT - . NO PAINT ON THIS NO PAINT A , FACE ON THIS A C° `O AFACE et) M 1 _ \ ..... ; co:" N. 113116 r- cv ( 1729A ) '1 Mt T J 11/8 53/433/8 / �( / / 101/4 //3/4 A - A ONE - STAIR TREAD - 1729A 1 SIC STD. SHOP PRIMER REF DRGS:El 011,E1012 REV. RELEASE/REVISIONS BY DATE PH:503-630-7990 Fax:503-630-7868 JOB NAME: Jaguar Land Rover A - CUSTOM Pgr:503-237-2600 4A _ Fab 18625 SE BAKERS FERRY RD LOCATION: 720 NE Grand Ave. Portland,Oregon 97201 BILL OF MATERIAL NOTE: BORING,OR 97009 CONTRACTOR: Perlo Construction VERIFICATION OF DIMENSIONS, A I DRAWN BY: CK SHIP PIECE NO.OF LENGTH I DETAILS AND ETC...WHERE I SC BY:H 'D MC FINISH:1 StC STD.SHOP PRIMER HOLES:AS NOTED DESCRIPTION FEET INCHES REMARKS GRADE FIN REQUESTED,WHERE INDICATED. A MARK MARK PIECES I IF EACH VERIFICATION IS NOT A DATE: 01/02/2019 DATE: 02/06/2019 SURFACE PREPARATION:SP-2 WELDS:SEE SHOP NOTES 1729A 1 STAIR TREAD 1 SIC NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A DESCRIPTION: JOB NUMBER SHEET 1729A 1 SHTI4GAX13 5/8 3'-6" A36 AND ACCEPTED BY THE APPROVER. I AISSUED FOR APPROVAL SC 02/08/2019 STAIR TOTAL WEIGHT THIS DRAWING(lbs)=21 IA ISSUED FOR DESIGN REVIEW SC 01/17/2019 _TREAD 1111 1729A MODEL NAME 1E0295_001-Japar LR PLOTTED.080235arn 02./08/2019 BY.BUS VIRCON GRID LOCATION SHOP NOTES F-G/6 1.0 INDICATES PAINT STRIPE SIDE.MARK 0IN AREA ADJACENT TO CONN.FOR FIELD USE. F-G/6-5 PIECE MARK TO BE LOCATED ON TOP FACE&AT* SYMBOL U.N.Q. F-G/7-6 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 NO PAINT I TUBE STEEL:A500-GR B,46 ksi TO TH IS FACEI STEEL PIPE:A53 GR-B Type E or S • Er iu oo r PL5/8X12 x 1'-7 ( 1730A ) \ (6)_13/16"0 EXP ANC1 O co \ N, \\ \ 11/2/ 8 8/ ,' �11� 10 - END PLATES - 1730A 1 SIC STD. SHOP PRIMER REF DRGS:E1011, E1012 REV RELEASE/REVISIONS BY DATE PH:503.630-7990 ) Fax;503-630.7888 JOB NAME: Jaguar Land Rover A 1 4 ----,,-_-___T-.---:-77_-__ CUSTOM Pgr:503.237-2600 A ^ Fab 18625 SE BAKERS FERRY RD LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 BILL OF MATERIAL NOTE: A BORING,OR 97009 CONTRACTOR: Perla Construction - LENGTH VERIFICATION TAND ETC...DIMENSIONS, A i DRAWN BY: SC CHK'D BY. MC I FINISH:1 S/C STD.SHOP PRIMER HOLES:AS NOTED SHIP PIECE NO.OF DESCRIPTION REMARKS GRADE FIN A MARK MARK PIECES FEET I INCHES REQUESTED,WHERE INDICATED. IF EACH VERIFICATION IS NOT A I DATE: 01/02/2019 DATE: 02/06/2019 I SURFACE PREPARATION:SP-2 WELDS:SEE SHOP NOTES 1730A 10 END PLATES 1 S/C I NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A� I DESCRIPTION: JOB NUMBER SHEET 1730A 10 PL5/8X12 1'-7" A36 ( AND ACCEPTED BY THE APPROVER. A ISSUED FOR APPROVAL SC 02/08/2019 TOTAL WEIGHT THIS DRAWING(lbs)=40 1 A ISSUED FOR DESIGN REVIEW SC 01/17/2019 ENDPLATE 1111 1730A MODEL NAME.18-02 001-Jaguar LR PLOTTED:08.02.36am 02/08/2019 BY:EDS VIRCON • GRID LOCATION SHOP NOTES F-G16 1.0 INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. F-G/6-5 PIECE MARK TO BE LOCATED ON TOP FACE&AT® SYMBOL U.N.O. F-Gt7-6 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 112"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S I c:'°1 PL3/8X3 1/2 x 6 11/4 21/4 21/2 7 M \ N / (2)-13/16"0 A325N I ( 1731A ) 9 - SHEAR PLATES - 1731A NO PAINT REF DRGS:E1011,E1012 REV RELEASE/REVISIONS 8Y DATE PH;503.630-7990 _ -_ Fax:503-630-7888 JOB NAME: Jaguar Land Rover A (= -- CUSTOM Pgr.503-237-2600 LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 r Fab 18625 SE BAKERS FERRY RD BILL OF MATERIAL NOTE: BORING,OR 97009 CONTRACTOR: PertConstruction J� VERIFICATION OF DIMENSIONS, A I DRAWN BY: CHKD BY: SHIP PIECE NO.OF DESCRIPTION I LENGTH REMARKS GRADE FIN DETAILS AND ETC...WHERE SCMC FINISH:NO PAINT HOLES:AS NOTED MARK MARK PIECES FEET I INCHES REQUESTED,WHERE INDICATED. DATE: DATE: IF EACH VERIFICATION IS NOT ,A 01/02/2019 01/04/2019 SURFACE PREPARATION:- WELDS:SEE SHOP NOTES 1731A 9 SHEAR_PLATES NO PA NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, I L1 DESCRIPTION: JOB NUMBER SHEET 1731A 9 PL3/8X3 1/2 6" A36 I AND ACCEPTED BY THE APPROVER. A ISSUED FOR APPROVAL SC 02/08/2019 j TOTAL WEIGHT THIS DRAWING(lbs)=2 A ISSUED FOR DESIGN REVIEW { SC 01/17/2019 SHEAR PLATE 1111 1731A MODEL NAME.18.0295_001-Jtguar LR PLOTTED:08:02 36am 02/0872019 BY:80$VIRCON • • GRID LOCATION ISHOP NOTES F-G16-5 1.0 INDICATES PAINT STRIPE SIDE.MARK')IN AREA ADJACENT TO CONN.FOR FIELD USE. PIECE MARK TO BE LOCATED ON TOP FACE&AT SYMBOL U.N.O. 2.RUNNING DIMENSIONS START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 112"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S ( 1732A ) PL3/8X4 x 9 2 - CAP PATES - 1732A NO PAINT REF DRGS:E1011,E1012 1 REV RELEASE/REVISIONS BY DATE 1 - - PH:503-630.7990 JOB NAME: Jaguar Land Rover Fax.503630-7658 CUSTOM CUSTOM Pgr.503.237-2600 1 A Fab 18625 SE BAKERS FERRY RD LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 © BILL OF MATERIAL NOTE: BORING,OR 97009 CONTRACTOR: Perlo Construction A VERIFICATION OF DIMENSIONS, U DRAWN BY: SHIP PIECE NO.OF LENGTH DETAILS AND ETC...WHERE ( SC CHMD BY: MC FINISH:NO PAINT HOLES:AS NOTED MARK MARK PIECES DESCRIPTION FEET l INCHES REMARKS GRADE FIN REQUESTED,WHERE INDICATED. IF EACH VERIFICATION IS NOT I A DATE: 01/02/2019 DATE: 01/02/2019 SURFACE PREPARATION:- WELDS:SEE SHOP NOTES 1732A 2 CAP_PLATES NO PA NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, I A DESCRIPTION: JOB NUMBER SHEET 1732A 2 PL318X4 9" A36 AND ACCEPTED BY THE APPROVER. IA ISSUED FOR APPROVAL SC 02/08/2019 CAP PLATE 1111 1732A TOTAL WEIGHT THIS DRAWING(Ibs)=4 I A ISSUED FOR DESIGN REVIEW SC 01/17/2019 MODEL NAME 18-0295_001-Jaguar LR PLOTTED.08 02.388m 02108/2009 BY:8DS V1RCON GRID LOCATION I SHOP NOTES F-G16-5 1.0 INDICATES PAINT STRIPE SIDE.MARK 0IN AREA ADJACENT TO CONN.FOR FIELD USE. F-G/7-6 1 PIECE MARK TO BE LOCATED ON TOP FACE&AT*SYMBOL U.N.O. 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WI'SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S BILL OF MATERIAL SHIP PIECE NO.OF DESCRIPTION LENGTHREMARKS GRADE FIN I STAT R 4 DECK LENGTH S MARK MARK PIECES FEET INCHES 1739A 2 W2,22GA STEEL DECKS 1739A 2 W2,22GA STEEL DECK 5'-7" STEEL 1740A 2 W2,22GA STEEL DECKS 1740A 2 W2,22GA STEEL DECK 5'-7" STEEL 1741A 2 W2,22GA STEEL DECKS 1741A 2 W2,22GA STEEL DECK . 4'-2 1/8" STEEL 1742A 5 W2,22GA STEEL DECKS 1742A 5 W2,22GA STEEL DECK 3'-5" STEEL 1743A 2 W2,22GA STEEL DECKS 1743A 2 VW,22GA STEEL DECK 5-11 3/4" STEEL 1744A 2 I W2,22GA STEEL DECKS 1744A 2 I W2,22GA STEEL DECK . 3'-11 1/Z' STEEL REF DRGS:STAIR 4 1745A 1 I W2,22GA STEEL DECK REV. RELEASE/REVISIONS BY DATE PH 503-630-7980 1745A I 1 I W2,22GA STEEL DECK 3'-10" STEEL Fax:503-630-7888 JOB NAME: Jaguar Land ROV@( I : = CUSTOM Psr 5fl3 2"-z600 LOCATION: 720 NE Grand Ave.Portland Oregon 97201 1746A I 1 I W2,22GA STEEL DECK A Afr Fab 18625 SE BAKERS FERRY RD 9 1746A 1 W2,22GA STEEL DECK . 4'-10 1/8" STEELNg1E_ A BORING,OR 97009 CONTRACTOR: Perlo Construction 1747A 1 W2,22GA STEEL DECK VERIFICATION OF DIMENSIONS, A DRAWN BY: DETAILS AND ETC...WHERE A SC CHK'D BY: MC FINISH:. HOLES:AS NOTED 1747A 1 W2,22GA STEEL DECK . 4'-10 1/8" STEEL REQUESTED,WHERE INDICATED. IF EACH VERIFICATION IS NOT A DATE: 02/07/2019 DATE. 02/07/2019 SURFACE PREPARATION: WELDS:SEE SHOP NOTES 1748A 2 W2,22GA STEEL DECKS NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, I //�� L] DESCRIPTION: I JOB NUMBER SHEET 1748A I 2 W2,22GA STEEL DECK 3'-11 7/16" STEEL AND ACCEPTED BY THE APPROVER. I Q TOTAL WEIGHT THIS DRAWING(Lbs)=41 I A I ISSUED FOR APPROVAL SC 02/08/2019 STAIR 4 DECK 1111 1739A MOTEL NAME 18-0296_001-Jag"arLR PLOTTED:08.02.37am 02/08/2019 BY-BDS VIRCON i-. perlo SUBMITTAL :I]NSTRIICTIIIN JAGUAR LAND ROVER OF Subcontractor: KO Custom Fab Inc. PORTLAND Submittal#: 90 Rev#: 0 Specification Section: 05 51 00 Perlo Job Number: 1368 Date Submitted: 2/28/19 Submittal Item: Stair#5 and #6 Shop Drawings Please Respond By: 3/7/19 PROJECT SITE: PERLO CONSTRUCTION HAS REVIEWED THIS SUBMITTAL DATE 2/28/19 SIGNED Jake Jensen Jaguar Land Rover of Portland 10125 SW Washington Square Road REVIEW BY CONTRACTOR IS UNDERTAKEN SOLELY TO g SATISFY ANY OBLIGATIONS OF CONTRACTOR TO OWNER Tigard, Oregon 97223 AND DOES NOT IN ANY WAY RELIEVE SUBCONTRACTOR FROM HIS OBLIGATION FULLY TO PERFORM ALL SUBCONTRACT REQUIREMENTS,NOR SHALL SUCH REVIEW APPROVER: GIVE RISE TO ANY RIGHT OF ACTION OR SUIT IN FAVOR OF SUBCONTRACTOR OR THIRD PERSONS AGAINST CONTRACTOR. REVIEW DOES NOT EXTEND TO Mildren Design Group CONSIDERATION FOR STRUCTURAL INTEGRITY,SAFETY, DETAILED COMPLIANCE WITH CONTRACT REQUIREMENTS Attention: Curt Trolan OR ANY OTHER OBLIGATION OF THE SUBCONTRACTOR. 7650 SW Beveland Street, Suite 120 SUBCONTRACTOR IS FULLY RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL DIMENSIONS; Tigard, Oregon 97223 FABRICATING AND CONSTRUCTION TECHNIQUES; COORDINATING HIS WORK WITH THAT OF ALL OTHER TRADES,AND THE SATISFACTORY PERFORMANCE OF HIS GENERAL CONTRACTOR ENTIRE WORK IN STRICT ACCORDANCE WITH THE CONTRACT DOCUMENTS. Approver's Stamp: Perlo Construction Attention: Jake Jensen NO EXCEPTION NOTED IR MAKE CORRECTIONS NOTED 0 11450 SW Amu Street REJECTED ❑ REVISE AND RESUBMIT ❑ Tualatin, Oregon 97062 THIS REVIEW IS FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY. ANY DEVIATION FROM PLANS OR SPECIFICATIONS NOT CLEARLY NOTED BY THE CONTRACTOR HAS NOT BEEN �� REVIEOED. REVIEW SHALL NOT CONSTITUTE A COMPLETE CHECK OF No Exception ❑ Make Corrections L!U ALL DETAILED DIMENSIONS OR COUNT OR SERVE TO RELIEVE THE Rejected ❑ Revise and Resubmit ❑ CONTRACTOR OF CONTRACTUAL RESPONSIBIUTY FOR ANY ERROR OR DEVIATION FROM CONTRACT REQUIREMENTS. This review is for general conformance with design concept TNI RIPPEY only. Any deviation from plans or specifications not clearly CONSULTING ENGINEERS noted by the contractor has not been reviewed. Review PORTLAND OREGON shall not constitute a complete check of all detailed dimensions or count or serve to relieve the contractor of 3/1/2019 VASILY LEBEDEV contractual responsibility for any error or deviation from the �A gY- contract requirements. Date:03-04-2019 Reviewed by:CLT MILNREN DESIGN GROUP,P.C. OR CCB 189245 I LICENSED THROUGHOUT THE WESTERN UNITED STATES AZ ROC 293181 BDS V I R C O N Document Transmittal Transmittal No.: 18-0295-013 Att: Lee Morris Date: 1/3/2019 2:27:16PM KO Custom Fab. Model Number: 18-0295_001-Jaguar LR Page: 1 of 1 Job: - 18-0295-Jaguar Lard Rover-Portland X❑ Drawings ❑ ABM's ECNC Files ❑ KISS Files ❑ Model El Reports EBolt Lists ❑ Others Please find attached the followin•:30 Drawin• s Copies Drawing Number Rev Copies Drawing Number Rev 1-(23X35) E1013 B 1-(23X35) 1657A B 1-(23X35) E1014 B 1-(23X35) 1658A B 1-(23X35) E1015 B 1-(23X35) 1659A B 1-(23X35) 1601A B 1-(10X16) 1660A B 1-(23X35) 1602A B 1-(10X16) 1661A B 1-(23X35) 1603A B 1-(10X16) 1662A B 1-(23X35) 1604A B 1-(10X16) 1663A B 1-(23X35) 1605A B 1-(10X16) 1664A B 1-(10X16) 1606A B 1-(10X16) 1665A B 1-(10X16) 1607A B 1-(10X16) 1666A B 1-(10X16) 1608A B 1-(10X16) 1667A B 1-(10X16) 1609A A 1-(23X35) 1650A B 1-(23X35) 1651A B 1-(10X16) 1652A B 1-(10X16) 1653A B 1-(10X16) 1654A B 'tRGcTuR _ 1-(23X35) 1655A B s0 PRO, 8 1-(23X35) 1656A B ........ aG I N FF fiy • 72666PE '1' Comments: Stair 5 and 6 Issued for design stamp and approval. OREGON 4yF v44,8 2°°��� Sent To You For: Approval �`C� E t C�‘ Sent To You By: Simon Corn — 1. Sent To You Via: Email I EXPIRES: 6/30/20 I CONFIRMATION Please acknowledge receipt of all nominated documents within 7 days. Failure to acknowledge relieves us of responsibility for any documents not received. Thank You. Page 1 of 1 Printed: 1/3/2019 GRID LOCATION I O-D12-1 11 BILL OF MATERIAL LENGTH uARK PFELE is DESCRIPTIONFE,TIS REMARKS GRADE FIN 22-014 16014 I STAIRSTRLNGER t SIC 14 15-714'16 1'-07.!161. U-34g 16010 I C12%21.7 6-4W16• 436 NO PAINT ON 41 1 L2x2xv16 4'9 719' 436 DET.1 3-510E5 TOP FACE FOR fir I C FIELD WELD as t L3Xsx3n6 3,410- 036 COED 1 m20) rig� I I i I _I . 6 CJP IIMEal 69 2 137131(316 4' A36 m18 1 412X20.7 18'-7314" 438 4^ _ Z m36) n4 4 r E, �.' `�. m22 1 412220.7 10-73 4 Ax (5)-1'116"a ExP_ANC I m f 4-SIDES m21 1 4127257 7.A 7.116 336 f� p}91 �P�91 �p191 L l91 •191 .019'l� 19t 91 ,9t X0181 70191 �U 1 191 (0191 (0191 OF HOLE, NO PAINT THIN 3"r (; I. 6� m35 1 cam s.5 3-3• 436 J I ,�cn m35 1 cax11.5 says• 436 1",!1 MRS 0 7.P' p19S 16 S Hr1453221314 7-1112' SENT PLATE ANS 4,741 BBQ (: m_ CI i `--�-` Pat 1 9HT14GAA213r4 7-11117 BENT PLATE 478 SLO'16 EXP_ANC� • -J---� 6 m p723 1 SH114c05751S 2-11117 BENT'LATE 436 _vii 5a5 ) CI 4 3,5s p224 2 PL714x3 etre' 036 _�� " �. r1 .I pas 1 SHT14GAx157116 z-1112' RENT PLATE A36 1iI V I _Li__ vl �'`'`ii 1/I I) 4 �B �m19) ,L 160,4) � � pas 2 01316113 10106• 436 �3sloEs 10 DD D �4. ah6V paz 1 PL12X31rz t'-7 336 MED 17@11 41IA CCC 0233 1 011572 2114' 336 1314 . 15'-7 I T.03/8 5'-36/6 WEIGHT EIGHT THIS DRAWING(15s)=1557 15'-83/16 11 6'-49116 L jF 114 15'-71416 U-43116 • 22'433/4 E 14. 15'-71.51'16 / N. 1'-07.116 r. 5'-354 946.11'-03/4 3111 4'-974 214 00 I l _ • 3'6s • 1 A1V7 ,ya 2'-103116 37. 2'-94'8 31, 114 .. 314 4 1 3 PNdl NDP' 0116 NO PA 1-2% 8 10 10 8 8 5 4117 a �p NO MO-Cx U1b 1'- - - - - - 51601A) I I rlrLDwELD.rm .,.:j 1A ® 1D1'Por ._ �^-� col � . 117 ( { 1° �, �� 4117 ___ '< m1 14 p� N''.'11 141" ` -- 4157 , (( , C1p, SIDES dA 101 1 �" I-- ___ 1h 1�6 1'G1 — I � - - AYE ---I \\1\x,:1-26-..? B 3"-17 3haV / ,1T1a35� t O g ��O1trGNc' 3' 14117 ;Ala 1- ,,?54 1A� , 331h7 C___I 348 ! 3;,B4CJP.3 SIDES 2SIDE5 *� E NSG 14 153 ,� I rr136} {6)-3116"a EXP_ANC X10 W-- I ---SSS 6 G 555" ,,NA. hq 1A 3 NO OFHAINTYI4THIN3"OL. ,SA1� I �• 30jjiø.- 1 1A X516 , 157 --I En 16 Sl_ p1V- 1% , 1,D _ 1 •p7.. ,�A 6117 '. - 4-- 3 / / 31116 1A 1A11� ti 14157 \DET.2 LF 141,7leo, 4 I 12 s 1� 116 � • _ I 14 6 VFp6 1A ' 7. X57 1 11 1 NO PAINT ON 24'-6 049° I::=24 �3�8 �\1A •''12 INSIDE FACE- OF READ,TYP. "5 • ___I CN�Ck05E,Ei•W I �J� NO PAI,TON _ a _5► T' TOP FA-E FOR _ e *eV s 3 SIDES T_ �� FIELD V1�ELD,TYP \ , ro .f Nil _BOO/CCM m J' �'6, 4V 1I ,:�I 1 .s1 . !nom 4 3 SIDES `" MT, 6li, • rE>R4• `�Cal VPIP— 21y2 11)--,46-xi Mr SLOTS E1CP_ANC 5 \2fCM. Y b r 1 .' a 157 4--. 2 2 14. (1)-I1/16"x1 196"SLOTS EXP ANC �� 1 7 NO PAINT WITHIN 3"OF H LE 7 6 albs 4-3 ® ' 1 4.1074s NO PAINT WITHIN 3"OF HOLE '•1�j�, 2 2 , 14.101716 . of 6 r 1 h• Q- _Hour ACCESS ASA •ro TYPCAL TREAD DETAIL AND WELDS B-B m DETAIL 2 ' _ IIISIEED 14 6 :026 � 9ws 47—KED'`°T16 ' ONE — STAIR STRINGER — 1601A DETAIL'I CC s/� 1 SIC STD.SHOP PRIMER ?sat.) " ._21.4.r . SHOP NOTES REF DRGS:E1015 '7� / 1 1,®INDICATES FAINT STRIPE SIDE,MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. I.- MEUERansex4 IV MIT 4 pN903,,,� ,� 14f/ 'LV PIECE MARK TO BE LOCATED ON TOP FACE 8 AT SYMBOL V.N.O. F, 1� JOB NAME-- Jaguar Lard Rover a6} I CUSTOM 13I.o50321140 LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. r 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, A Fab 18623 SE EWERS FERRY RD ' CNN NOTCH-FREE TO A 1f1"RADIUS(MIN). NOTE: BORING.OR 97009 CONTRACTOR-POO CO S1MCGIOn ' 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN- vER5TICAT1oN OF 01MEN0I7Ns. j � 5.WELDING AS PER AWS D1,1, •ELECTRODES AS PER AWS 45.1 or A5.5 CLASS E7DXX DETAILS AND ETC.,.WHERE Q I '��' SC gamer: MC Flwsx 1 Sr,STD.SHOP PRIMER /421Es:AS NOTED r• REDDESTE4,WHERE tMDICATED. B,W E WT SHAPES:A992-GRSQ IF EACH VENn-IC/ ON IS nor A D41E.12/17/2019 CATE:0110212019 SURFACE PREPARATION:SP-2 WELD..SEE SHOP NOTES DETAIL 3 CHANNELS ARE VIEWED WITH OTHER SHAPES a PL's:A36 or A572-50 NOTED OTHERWISE nNALLTHEN A 6E OONCLRDFD TO BE CORRECT, DESCRIPTION: J09 NUMBER SKEET FLANGES NIS TO MATCH NC DATA. TUBE STEEL,A500-GRB,46ks1 AND ACCEI'T0DEPI THE APPROVER. A5 ISSUED FOR APPROVAL SC 01/0312010 STEEL PIPE:ASS GR-8 Type E or S 5 ISSUED FOR SEOUL)REVIEW SC 12/19/2010STAIR_STR1NGER 1111 1601A & MODEL NAME'16-0296001_laquar LR PLOTTED:02:3414pm 015/36710 Br:B06015CON GRID LOCATION c-D12-1 BILL OF MATERIAL PAP CE NO OF / MRS °,,,` PIECES DESCRIPTION T REMARKS GRADE FIN f 1 --1 ------`-- ------------- A 11 / 11312A .1 HANDRAIL 15fC m� H4— - -- - - -- - - - - - -- - -- - - - - _ - - – - - - - — ,��_._ _ _ w _« _-- _ – 180711 1 PIPET-1/2.5C1140 79'-613/18- 413GR6 m22 5 PiPE1.1/285I40 3'-718' 1153-068 6i8i 1424 5 P5E1-1428C640 3'311W A534R8 1430 5 600314 49118' AM m31 1 PIPE1-1rz5CH41.1 1''0718' All-OAR 5.‘}b �ZDiY�a 1432 1 PVPE11rz8GH40 T2'-25!16 I534R9 TOTAL WEIGHT THIS DRAWING(IDS)=215 15-7114 101311H L crA— rn rilh' Bs Im 37h6Provide handrail only AM'.I GRINDzattached to CMU wall and •si„N ) Nm SMOOTH211hguardrail at landing �� fl above. Guardrail not • 40 I required adjacent to CMU ,e� er:-.X1r. X I GRIND wall below 1a' ® SMOOTH t ry 11 I 63/ ' Ill 12” extension �a� „� i iev<GIRooTH from nosing at ' ' m No MIT Rli N I AROUND TYPICAL ! ALL POSTS bottom landing .� , ___ 'IA .Y _ b �' '/ 8=B 31'+31 flilHNI1,lbi1 .11APO TYPICAL POST DETAIL AND WELDS '��/� o12 DETAIL 1 io�7i -�-' .., -4 l 000 ,,„, R O_. , . ----:'' m N M � ��� � I DET.1 II 0,44#”: :„,4,,,b �yyA� �I, Eh n {r QL_\I A O N I i 12 Ncr °i '- 1132 l" -' v m Q 4-y& I 1602A •-- 3'-1 3'-1 3'-1 3'-1 3'-1 1'-1 ONE - HANDRAIL - 1602A 1 SIC STD.SHOP PRIMER SHOP NOTES REF DRGS:E3015 1.C INDICATES PAINT STRIPE SIDE.MARK )IN AREA ADJACENT TO CONN.FOR FIELD USE. MY .aELWAIEWIP. �'*= r"� �� roe NAME: Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE 6 AT®SYMBOL U.N.O. A I Z-I, a 11 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. CUSTOM PN=mi»raeoa ,ocATiorc 720 NE Grand Ave.Portland,Oregon 97201 3.ALL HE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, 0 I �'db 18625 sE 06 67 s rEHHr RD NOTCH-FREE TO A 1I2'RADIUS(MIN). No., BORING,OR prow CONTRACTOR:Pet COn6lrodiOn 4.COLUMNS TO SE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. Yens'ovoIoN of DIMENSVaN5, IA 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70)0C DETAILS arra E1O.,.WHERE I A DRAA0011. SC 0^ AT. MC 4-40311.4-40311.I S!C STD.SHOP PRIMER I101-Es'AS NOTED DO REESTED,WHERE INDICATED. B.WI.WT SHAPES:11892-GR50 IF EACH YERIFICATON IS NOF 16,A DATE 12/17/2018 2 040211 712 0 1 6 wcrE,12!19/2018 4L0EACE PREPARADON 7-2 wELDS:SEE SHOP NOTES OTHER SHAPES&PUO:516 or A572-50 'NOTED OTHERWISE TT WILL GLEN BE CONCLUDED TO BE CORRECT, I LI DESCRIPTION, 4011 MAO. sNEEY TUBE STEEL:A500-GR B,46 ksi AND ACCEPTED BY THE APPROVER, ISSUED FOR APPROVAL SC 01/9312019 STEEL PIPE:A53 GR-B Typo E or S I LESUEO FOR DESIGN REVIEW SC 12/19/2018 HANDRAIL 7111 1602A 0 MODEL HAKE:18-0295 001-140o.LR PLOTTED-D2.34 bpm 01/03/2019 BY'EDSYIRCON GRID LOCATION GD/2-1 IV BILL OF MATERIAL SW REM NO.Or NAM WAXI DESCRIPTION FEET—No.. REMARKS GRADE FIN 11303A 1 NA141RAIL 1 SIC HI 1503A 1 PPE7-1I2SCH40 3P-713115' ABSORB )� —�)}��— -•;1, n122 5 PEI-5I2SCH40 3'-71TB' ASS.CHB F? F-} - �!T` l 1 - --..--'-.-�—..—��i 1123 2 PIPEf-1/25C3140 5-1318' 953C5te T'5 n124 5 PPE1-1125CH40 3'3 4115' 45354.5 e_e 1175 I MEI-IRH40 8C3'-3' AS}SR9 _ 1129 f PPE1-1I28CH4O 24'3 or 454953 ' n330 6 50054 49115' 136 TOTAL WEIGHT THIS DRAWING Qb6)11 255 AO 15-714 6"-1313A5 F / 1 �1b 1 , I r .0 ` 2'-15 75 4 ao� ` f • /• 1 - 1123 Cm33 3 p r m 12" extension • "_.._ �� COMM/? from nosing a# / I' % ^; i • bottom landing E f EI i / i / � i '/ PHI/ 1 / B 1 ND 2-14?.. / I /-� OOT}i .__,k i� / / (�'I '/ V-11/2 3�-1 th m ' I a L i i b1 I r 31 it'TAI4g111 �. // / I , I SMOOTH eP '�' rg 10314 .I✓ I _ I AI. / P % Ie....-- 1 i IND I I , /,+ I 5 SMOOTH / ,- / I ,1C1A / lr' i Ri' I1.� 3) / /' I ' m I // i '� 1 DET.1 . I r ji'� le ..lC i/ i-'•l _ 'l off_ / i' m / F - o TYPICAL POST OFTAIL AND WELDS N / ?� - DETAIL 1 T- 41 / 719) �'' Y if • i ,.� �. Z Tv q ,fy� Th r"1 q- / T 1 0 'C` 4°x"0 I16D3A)�- 4 1-5 1� { II '/f 1. 7-1 3'-1 3'-1 3'-1 3'-1 ONE — HANDRAIL — 1603A 1 SIC STD.SHOP PRIMER SHOP NOTES REF DRGS:E1015 I.1g1 INDICATES PAINT STRIPE SIDE.MARX 0INAREA ADJACENTTOCONN.FOR FIELD USE. I no, .ISAISA.w0.. .. MIS over PIECE MARK TO BE LOCATED ON TOP FACE&AT®SYMBOL U.N.O. I Fa:°" 'S4304910 C 720JagNE Land d Ave.ab I5SM Pp.6G6}31.zaoo LocAnoN 720 Grand Ave.Portland,Oregon 87201 2.RUNNING DIMENSION'S START FROM INDICATED AS R.O. Tach BE 86NER8 FERRY 25 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, Q Fab I30RIN0 0R9TOO9 CONTRACTOR:Perlo ConolrucEon RD NOTCH-FREE TO A U2 RADIUS{M154 Norr; 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS. 0 5.WELDING AS PER AWS DI.I,ELECTRODES AS PER AWS A5.1 Of A5.5 CLASS ETOXX DETAILS AHD ETC..WHERE A DRAM RC SC y+cv EY" MC SURFACE STD.SHOP PRIMER HOI06 AS NOTED RES/LIMED'KART INDICATED. 1L W&WT SHAPES:4992-GR50 IF mil venrcAT1ONM NOT A DATE:12/1712016 SATE:12/19/2016 SURFACE PREPARATIOnt SP-2 MM.SEE SHOP NOTES OTHER SHAPES&PL'B:A36orA57250 NOTED OTHERWISE ITWILITHER — - - BS CON0wD50 to BE wN11ecr, A DESCRIPTION: JOB MMBER BHEET - TUBE STEEL-A500-GR B,46 5o1 AMO ACCEPTED BY THE APPROVER ... ...—_...... STEEL PIPE:A53 GR-B Type E Or A MEM FOR APPROVAL SC D7703I2019 HANDRAIL 1111 1603A A A ISSUED FCR DESIGN REVIEW SC 12159/2018 3100E1 NAME:160295_001-J 57 LM PLOTTED:02:34:5059n 01101,2019 BT.!08015005 i 1 GRID LOCATION c-D/2-1 BILL OF MATERIAL &VP PIECE NO OP NARKNARKP DESCRFEETIPTION IAB REMARKS GRADE FIN 1604A 1 HANDRAIL 1 SIC 1604A 1 PIPE1-12SCH40 25'•33116' AS31O.B k m26 10 PIPE1-12SCH40 3'811/16' 053012.9 { m27 4 P6RE1-1200040 3'-103114 853015.9 TOTAL WEIGHT THIS DRAWING Os)55 195 j 4 , t i. I 1 5 1 a 3 a I 18'-0 15;18.. 17'-10116 1586 s 5,5 I air 5 F /[/ I II I I I SMOOTH 6 i i i I j TYP i j 1 4 1 1 1 1 I 3 T I I 1 j i 6a I I I I I I I 1 I i GRIND I ! ! SMOOTH 34 v I I I TYP 4 1 F. j (m26) j X6'7 j (Faro (m28'I 1 (m28 1 j a 0 1 1 I i I i I 1 I 1 I8 4, 1 I I I Ikr V i �q 4 1 I t "— 3! j j GRIND\ V ! 1 1 • SMOOTH/ i ! ra, As ! i I I (m28) 1 (l I Cm26 i (m261 , (m26) j NO PAINT ALL il--- --- - - - ---- - - - - --- -- -- ----- - - - -- - - -- - - -- - -- -- -'_ AROUND,TYP e SIS r �vM I , N I 1 i I I I 1 . 4 . . . . . . t...I 3'-613/16 3'-613/163'-813/16 3'-813/16 3'$13/16 7 • 5 ( ± i 5 3 i . E a I a ONE - HANDRAIL. - 1604A t t I SIC STD.SHOP PRIMER 3 E f P SHOP NOTES REF DRGS:E1015 S 1.0 INDICATES PAINT STRIPE SIDE.MARK 0 IN AREA ADJACENT TO CONN.FOR FIELD USE. 1.W. Ra..r..w.eNa .. pot PN w3a>ormo JOBNAMe Jaguar Land Rover . PIECE MARK TO BE LOCATED ON TOP FACE&AT®SYMBOL U.N.O. rs soaSwveea9 S 2.RUNNING DIMENSIONS START FROM INDICATED AS R.D. .Q CUSTOM Pw.6a*nsi-�ms ! LocAT1oN 720 NE Grand Ave.Portland,Oregon 97201 3.ALL RE-ENTRANT CORNERS OF COPES.BLOCKS AND CUTS SHALL BE SHAPED, I ; Akr FERRY RD ��� PedD Construction 1 NOTCH FREE TO A 1125 RADIUS(MN). ROTSCTOR: 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF OIMENEK3NR A �, �,: DETARS ANO ETC...WHERE SC MG RM.w 1 SIC STD.SHOP PRIMER toms:AS NOTED i 5.WELDING AS PER AWS Di.f,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 4 5 REQUESTER WHERE NNsCATED. 6.W&WT SHAPES:A992•GR50 IF EACH VERIPICATSNI Is NQT 0i RATE:12/17/2018 RATE:01/02/2019 I SURFACE PREPARATIM SP-2 WELDS SEE SHOP NOTES OTHER SHAPES&PL's:A36 or A572-50 NOTED CRHERWW IE IT RLTHEN I ' BE CONCLUDED TO BE CORRECT. ID OESCRIPTbN: roe NUIBER SHEEP TUBE STEEL A500-GR B,46 ILu ANDACCEPIED BY THEAPPROVER © ISSUED POR APPROVAL I SC 011030019 I 1 STEEL PIPE:A53 GR-B Type E or S HANDRAIL 1111 1604A Q I A ISSUED FOR DESIGN REVIEW I SC 12!192016 I _g MODEL NAME:160296001Japur LR PLOTTED:02.34:69pm 090:/2019 BY:BOO NRCON 3 3 • • i GRID LOCATION C-D/2-1 BILL OF MATERIAL i PECEB !Ma GTS MAR °s MNO'DF DESCRIPTION � Maww REMARKS GRADE FIN MARX s 1605A t HANDRAIL 1S(C 1605A 1 PIPET-12H4 SC0 14'-26/1r A63059 4 m26 t PIPE1-1250540 7.1 STA 95305* 3 1th'. 11h p234 3 PL3+69.3 r A36 TOTAL WEIGHT THIS DRAWING(Ws)=49 N i �J a S f� 111r N ,,3156 GNG 001' `T`NS\ON or R firms R t e-I r � ‘.,\,i i 21 21/2 417g. 21/2 21/2 5'-0 2'-37/16 € 7-37/16 I, x T AA-A 1 i i i i 6 i 1GRIND ; I 3/16)/\SMOOTH - i TYP g N r i ! r rV N N +T 1605A) •••-• " • I V i i I 1 A I i ^,— r (2)-918 0 EXP ANC ` \(2)-7/16"o EXP_ANC 21/ 21h NO PAINT WITHIN 3" 21h 21/2 NO PAINT WITHIN 3"� / '1 _ OF HOLE OF HOLE �(2)-h6"o EXP_ANC 1 5'-0 2'-37/16 NO PAINT WITHIN 3"f i OF HOLE 1 FF i t 1 • 3 3 i ; I 1 ONE - HANDRAIL - 1605A • 1 S/C STD.SHOP PRIMER • SHOP NOTES REF DRGS:51015 1.4gINDICATES PAINT STRIPE SIDE.MARKS IN AREA ADJACENT TO CONN.FOR FIELD USE. I«" .aw...H.n.. .r nine I PH:50?b351p90 JOB NAME Jaguar PIECE MARK TO BE LOCATED ON TOP FACE&AT$)SYMBOL U.N.O. P, MM'1ae guar Land Rover € 2.RUNNING DIMENSION'S START PROM INDICATED AS R.D. I ) =_ CUSTOM PS FERRYRma.o0 # 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, t , FabOT 720 NE Grand Ave.Portland,Oregon 972()1 I 16625 5E BAKERS RD NOTCH-FREE TO A 12"RADIUS(MIN). NOTE A I BORING,OR 97009 CONTRACTOR:Perk)COOSIfuCIlOn 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION OF DIMENSIONS, A i ORANNm: OECDY: DETAILS AND ETC..,WHERE I SC MC MISR I SIC STD.SHOP PRIMER 1101Es:AS NOTED 5.WELDING AS PER AWS 01,1,ELECTRODES AS PER AWS AS.1 or A5.5 CLASS E7OXX a I RF EACH ERWHERE INDICATED. 8.W 5 WI'SHAPES:A992-GR50 IFEacH VERIFICATION Is NOT A -!D+n"12/17/2918 DM01/0212019 SURFACE PRv'AwutoN 5P•2 woos,SEE SHOP NOTES � OTHER SHAPES&PL's:A36 or A572-50 NOTED OTHERWISE IT WILL THEN y SE CONCLUDED TO 6E CORRECT, A DESCRIPTION: J06 NUMBER SHEET TUBE STEEL:A500-GR B,46 ksi AN°ACCEPTEo BY-ME APPROVER. 2J ISSUED FOR APPROVAL SC 01/03/2019 STEEL PIPE:A53 GR-B Type E or S HANDRAIL 1 1111 1 1605A A A I ISSUED FOR DESIGN REVIEW SC 12/19/2018 MODEL NAME:150295_001•Ja9uarLR PLOTTED:02:3520pm O1ATN2018 BY:SOS VIRCON I 2 1 z i I GRID LOCATION SHOP NOTES } C-0/2-1 1.®INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. 0/2-1 PIECE MARK TO BE LOCATED ON TOP FACE&AT®SYMBOL U.N.O. 1 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). a 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS ETOXX i 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi i STEEL PIPE:A53 GR-B Type E or S 1 1 I r • I I i i i t t t 5 t0 4 1 Tt I 1 I 1 U ! I W,L n. \ CL E CL ( 1606A ) t • i I } i • g I I 6 - PIPE_MISCS - 1606A I NO PAINT REF DRGS:E1015 1 p i REV. RELE _ASE)REVISIONS BY DATE PH:503-630.7990 JOB NAME: Jaguar Land Rover I I A CUSTOM Fax:503.830-78887 Pq1:503237-2800 LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 F A Fab 18625 SE BAKERS FERRY RD BILL_ 01- MATERIAL A BORING,OR 97009 CONTRACTOR: Perlo Construction NOTE: VERIFICATION OF DIMENSIONS, A SHIP PIECE NO.OF LENGTH DETAILS AND ETC...WHERE PRAWN BY: SC CHKD BY: MC FINISH:NO PAINT HOLES:AS NOTED MARK MARK PIECES DESCRIPTION FEET l INCHES REMARKS GRADE FIN REQUESTED,WHERE INDICATED. L IF EACH VERIFICATION IS NOT A DATE: 12/17/2018 DATE' 12/17/2018 SURFACE PREPARATION:- WELDS:SEE SHOP NOTES 1606A 6 PIPE_MISCS NO PA NOTED OTHERWISE IT WILL THEN 1 BE CONCLUDED TO BE CORRECT, A DESCRIPTION: JOB NUMBER SHEET 1606A 6 PIPE2SCH40 5 3/16' A53-GR.B AND ACCEPTED BY THE APPROVER. A ISSUED FOR APPROVAL SC 01/03/2019 PIPE_MISC 1111 1606A A TOTAL WEIGHT THIS DRAWING(lbs)=1 A ISSUED FOR DESIGN REVIEW SC 12/19/2018 MODEL NNIS 1830295_001Jeguer LR PLOTTED:D2.36.37pm 01532019 BY:FM ARGON 1 1 g 8 • I i I I i GRID LOCATION I SHOP NOTES I C-D12-1 1.®INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. 1 PIECE MARK TO BE LOCATED ON TOP FACE&AT®SYMBOL U.N.O. 2.RUNNING DIMENSIONS START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, 1 NOTCH-FREE TO A 1/2"RADIUS(MIN). ' a 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S I I i I i.I i i I 3 I i 1 PL3//X4 x 5 i I t . I i t y \ i ( 1607A ) 1 I i I i 1 1 r 1 i f t r I. 2 - CAP_PLATES - 1607A NO PAINT REF DRGS:E1015 REV. RELEASE/REVISIONS BY DATEe PH:so3-e34-74Bo JOB NAME: Jaguar Land Rover Fax:5435367888 II CUSTOM Pgr.543237-2800 ¢ Fab 18625 SE BAKERS FERRY RD LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 BILL OF MATERIAL NOTE: BORING,OR 97009 CONTRACTOR: Perlo Construction VERIFICATION OF DIMENSIONS, I DRAWN BY: CHILD BY: 4 SHIP PIECE NO.OF LENGTH DETAILS AND ETC...WHERE ' SC MC FINISH:NO PAINT HOLES:AS NOTED r MARK MARK PIECES DESCRIPTION FEET I INcHEs REMARKS GRADE FIN REQUESTED,WHERE INDICATED. I� DATE: DATE: SURFACE PREPARATION:- WELDS:SEE SHOP NOTES IF EACH VERIFICATION IS NOT I© 12/17/201$ 01/02/2019 I 1607A 2 CAP_PLATES NO PA NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, I DESCRIPTION: JOB NUMBER SHEET 1807A 2 PL3/8X4 5" A38 AND ACCEPTED BY THE APPROVER. (a ISSUED FOR APPROVAL SC 01/03/2019 ^ TOTAL WEIGHT THIS DRAWING(lbs)=2 (L ISSUED FOR DESIGN REVIEW SC 12/19/2018 CAP_PLATE 1111 1607A f 1 i_ MODEL NAME:18-0295_001LR PLOTTED,:023838pm 0170312015 BY:DOS`ARGON d GRID LOCATION SHOP NOTES C-D/2-1 1.®INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. C12-1 PIECE MARK TO BE LOCATED ON TOP FACE&AT®SYMBOL U.N.O. D12-1 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E7OXX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S • ) 1 DBA1/2 x 2'-6 ( 1608A ) 18 - DEF BARS - 1608A NO PAINT REF DRGS:E1015 IREV. RELEASEREVISIONS BY DATE I PH:503-830.7990 Q I =- FRx:503-830-7958 JOB NAME: Jaguar Land Rover _ = CUSTOM P4f:593237-2500 Fab 18625 SE BAKERS FERRY RD LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 BILL OF MATERIAL NOTE: a� BORING,OR 97009 CONTRACTOR: Perla Construction - - - VERIFICATION OF DIMENSIONS, 0 DRAWN BY: CNK'D BY: SHIP PIECE NO.OF LENGTH DETAILS AND ETC...WHERE SC MC FINISH:NO PAINT HOLES:AS NOTED DESCRIPTION REMARKS GRADE FIN REQUESTED,WHERE INDICATED. �' MARK MARK PIECES FEET l INCHES IF EACH VERIFICATION IS NOT pi I DATE: 12/17/2018 DATE: 01/02/2019 SURFACE PREPARATION:- WELDS:SEE SHOP NOTES 1608A 18 DEF_BARS NO PA NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, I 0 I I DESCRIPTION: JOB NUMBER SHEET 1608A 18 DBA112 2'-6" A496 AND ACCEPTED BY THE APPROVER. I I ISSUED FOR APPROVAL I SC 101/03/2019 � I TOTAL WEIGHT THIS DRAWING Obs)=2 DEF_BAR 1111 1608A !s\ I ISSUED FOR DESIGN REVIEW I SC + 12/19/2016 MODEL NAME:18.0295_00148910.LR PLOTTED:02.3638pm 01N32019 BY:EDS VIRCON I i r t GRID LOCATION ISHOP NOTES I C-D12-1 1.0 INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. PIECE MARK TO BE LOCATED ON TOP FACE&AT 4)SYMBOL U.N.O. I 2.RUNNING DIMENSIONS START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, I NOTCH-FREE TO A 1/2"RADIUS(MIN). ( 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. # 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S 1 I 4 • a I PL318X2 x 2112 H(1}-11116"'o EXP ANC( N`Iilfi 1 a r I e ( 1609A ) i I 1 1 1 I t I r 1 i i i 2 - WASHER PLATES - 1609A 1 i I NO PAINT REF DRGS:E1015 I REV. RELEASE/REVISIONS BY DATE _ PH:503-830-7990 JOB NAME: Jaguar Land Rover Fan:503.830.7888 c IA .. -� CUSTOM Pyr.503-237-2600 i �( LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 . Pit Fab 18625 SE BAKERS FERRY RD BILL OF MATERIAL NOTE: BORING,OR 97009 CONTRACTOR: Perla Construction ` VERIFICATION OF DIMENSIONS, SHIP PIECE No.of LENGTH DETAILS AND ETRE WHERE INDICATED. REQUESTED,WHERE I DRAWN BY: SC CHMD BY: MC FINISH:NO PAINT HOLES:AS NOTED k DESCRIPTION I REMARKS GRADE FIN MARX MARK PIECES FEET 1INCHES IF EACH VERIFICATION IS NOT I Q DATE: 01/02/2019 DATE: 01/02/2019 SURFACE PREPARATION:- WELDS:SEE SHOP NOTES x 1609A 2 WASHER PLATES I NO PA NOTED OTHERWISE IT WILL THENa I. BE CONCLUDED TO BE CORRECT, I DESCRIPTION: JOB NUMBER SHEET I 1609A 2 PL3/8X2 2 1/2"1/2"I A36 AND ACCEPTED BY THE APPROVER. Q TOTAL WEIGHT THIS DRAWING(lbs)=1 A ISSUED FOR APPROVAL SC 01/03/2019 WASHER_PLATE 1111 1609A f •10DEL NAME:18-0195 001-J•quar IR PLOTTED:023839pm 01103i2019 8Y:BOB ARGON 1 g 4 e • i GRID LOCATION I C-Dn-s BILL OF MATERIAL #g 1AR PIECEKARX PIECES DESCRIPTION REEF REMARKS GRADE FIN FC-41' .� SI AIN!( PIECES FC- W-05/41550A 1 STAIR_STRINGER I SIC 14. T-614e 1'-57h 1650A 1 042420.7 0-25/16* 116 93b - m38 1 C12.520.7 9•-25116" Ale dk J (0240< N NO PAINT ON (m54) EDGE ALLAROUNO msa 1 012553.7 1,5 718. ns / ,..� m54 1 012X20.7 i'-5718' A36 ,It______4.1.. _ :J I L L 014 0235 8 sHT14GAX21&+ 3'-z 1136 I{A,•, a�1 �.11b 131 1 11 1 0236 1 SNTI4Gnxn 3116 3'-z AM (p 14 1 1;�I/ NO PAINT ON p240 2 PL1>,xa sse' A36 —,,— INSIDE FACE P241 1 PURIM III1e 3•.2 436 @ OF TREAD,TVP. 4247 2 P1.355.310 1'a• 436 ' (D236Z\ C= 23 SD235) 5D pm 4-5@2. 235 ® bI 1 ♦ t « to I AL WEIGHT THIS DRAWING{Ids)=737 ' RL fV N N (7 I.4 r"1 I y! j t rn bI 11h" m� 1 ,114k_ ' 1 a� 14 TYPICAL TREAD DETAIL AND WELDS I �-- -- - - ----------------- - - -- .. - ( ---- u— 1 DETAIL 9 x (0240} \ i 411411. !MED934 + m 3 1NO PAINT ON y C -C C EDGE ALL AROUND . A-A { V-05417-0% 1 14 T.6% / 1'-574 134 14 T-614 P-574 --Na / 1.374 1`-2 OA 374, 1 2 I 1 SI° 'Oil\e' i D NO PANT ON 'lA 1g TOP FACE i p� m3 / 1 a. KJ 'z' •N ,A1a � N s� ;Eli 1 �L18 118rya3SIDES 9N8 1/8 V 3SIDES •°' 1N FOPAINT HN THIS4 FACE BOTH SIDES,TVP. P,3 SIDES ,A1� NO PAINT ON THISFACE,TYP. _ 0116 / \ — CJP,3SIDES ',p% / ,~ ata 1 Oyt 3� - \ ,,,,--'- .4 ,A1\e 116 \,,'-- N DET.1 aHae rL a 10.0 5 \ 1 16 4Q17 ' ' I. 1 S $ \ ..." _� 6 1M 12 1\18 1 12 1 1650A € f A 1 w SEsrm. $ _ ,i i 2 SIDES "NW 346 r TYP A- NO PAINT 14V 11/2" BOTH SIDES 14 12, 1 NO PAINT ONTri BACK OF CHANNEL 14 2 1 B-B ONE - STAIR STRINGER - 1650A 1=STD.SHOP PRIMER . SHOP NOTES REF ORDS:E1013,E1014 1 1.0 INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. "a. ARaE.waim em .. am 9 PIECE MARK TO BE LOCATED ON TOP FACE b AT*SYMBOL U.N.O. 1 M .4,431...601330../666� Joe NAME: Jaguar Land Rover f. 2.RUNNING DIMENSIONS START FROM INDICATED AS R.D. _ FabCUS086 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, , Fab 18625 SE BAKERS FERRY RD LOCATION 720 NE Grand Ave.PDNand,Oregon 97201 BORING,OR 97009 CONTRACTOR:Perin Construction NOTCH-FREE TO AM'RADIUS(MIN). NOTE: 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON PLG AS SHOWN. VERIFICATION OF DIMENSIONS. I A it 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 orA5.5 CLASS E70XX DEM LSAND ETC...WHERE I 'DRAM ST: SC 041STI BY: MC RNISIr:1 SIC STD.SHOP PRIMER 22z2-212:AS NOTED REQUESTED.WHERE INDICATED. 6.W 8 WT SHAPES:A992-GR50 IF EACH VERIFICATION Is NOT 1 'GATE:12118/2018 DATE:01103/2019 SURFACE PREPARATION:5P-2 MELDS:SEE SHOP NOTES OTHER SHAPES&PL's:A36 or A572-50 NOTED OTHERWISE IT WILL THEN CHANNELS ARE VIEWED WITH SE CONCLUDED TO BE CORRECT. IA DESCRIPTION: I JIM NUMBER I SHEET 1 FLANGES N/S TO MATCH NC DATA. TUBE STEEL:A500-GRB,461LsI ANDACCEPTED BYTHEAPPROVER. I .ISSUED FOR APPROVAL SC 01/03/2019 STEEL PIPE:A53 GR-B Type E or S I L1 ISSUED FOR DESIGN REVIEW SC 12/19/2018 STAIR STRINGER 1111 1650A Q t MODEL NAME:16-0z9s 001-Je9u*LA PLOTTED 023591pm 0003/2019 DYADS VIRCON ##I I 1 i GRID LOCATION 1 ) D/7-s BILL OF MATERIAL ENE PIKE ME OF LENGTH 1 8'-0 - K.ac WEE PERS DESCRIPTION [NOES NOTES REMARKS GRADE FIN 1/4 7-415716 , 69'18 14 I 1651A 1 STAIR-STRINGER 1 SIC 1661A 1 072X20.7 8-0' 636 - 1.2)-44"o EXP ANC p6 3 SIDESimrsfa* m39 IMPS mal 1 clvc2o.7 6.01636 I NO PAINT WITHIN 3" 4P 43- MD 839 1 012X20./ 89/16' A36 OF HOLES /I , ! • h' mso 1 012X20.7 69116' A36 E `, a I • LL i I 0225 2 PLId4X3 67/d' A36 Oq t 'Q�� J® 6235 7 SHT/4GAX213/4 3=2 A36 p237 1 PL111X5 4116 3'-7 636 @ 15S1\5 1 P236 1 PL716X7 S/16 8'-2 Ab 6 .. NO PAINT ON p329 2 PL114X3 6• A36 rrrrINSIDEFACE p243 2 PLURX6 P-01/16• A36 OF TREAD,TYP. VAT - (0246) D"'—" i.� (.� /35 ® ;� m 6246 1 SHT14GAX2134 3'.2 AN N / �" N 3 Fl m ; i♦ I Fly 1 h" TOTAL WEIGHT THIS DRAWING(Lbs)=687 aJ,, 1-1. r/� p a, N _- til Al 1 ........ I 6r th' 6' / b' 1 " 1. I®i 39 TYPICAL TREAD DETAIL AND WELDS 1 _J, DETAIL 1 (2}3'4'e EXP_ANC 1,i ,, I INO PAINT WITHIN 3" 3 SIDES f5� I .P243- WWI ICED _ OF HOLES ape/ 11, 811 8 }� /+ L-C ' 1 ! (` f A-A L B'-0 B'-0 L 1/41. 741566 ,69116 •1/4 14 L 7-415/16 69/16 ,14 9116 X18. $ [ 9Hf 9AS $ ,I \ - NO PANT ON o,� \ @ J/'TOP FACE `I . 1, m39 / 1�117s RA � A1� N 0 IIEA11D / .i�, ' 2 SIDES 3 • 1 '411111.73 -2SIDES �'A$S A1`(b NO PAINT 1 p NO o.' BOTH SIDES i `� 0 1A1'R J r4 BACK OF CJP,3SIDES/// • t BACK OF CHANNEL . — ) Cr .I1 CJP,3 SIDES 4A 1% / 412414 1J4 1A / T 116 i I \ .'''- i 44 i . \ 1 4 ''Z-- COM* / I �fAB: ' ' t n 1 0 ��rF J �\ \DET.1 NO PAIN •N¢p 12 ./( I TOP FACE .' . Mg. ; 'n m s s' 12 N 3 SIDES m �_ Cgpr 1 T 366, - I• 1 f r 3 SIDES « \ $�'ae. ^ /S'.� i 6 0'416 orMit 49/16 6 i 49/16., 3_, 1/4,- 1'-01/16 1/4 1'-01/19 BB=B 1 ONE - STAIR STRINGER - 1651A . 1 SIC STD.SHOP PRIMER SHOP NOTES REF DRGS:Et 013.E1014 1.0 INDICATES PAINT STRIPE SIDE.MARK 101IN AREA ADJACENT TO CONN.FOR FIELD USE. AFv. rEEPEPE NroxF n WE PN'sos°'°'s9° Joe NAME Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE&AT®SYMBOL U.N.O. Fre 10o¢30-seas 9 2.RUNNING DIMENSIONS START FROM INDICATED AS R.D. CUSTOM PEP sal-251-/®0 , LOCATION: 72D NE Grand Ave,Portland,Oregon 97201 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, - Fab 19625 BE BAKERS FERRY RD 1 NOTCH-FREE TOA lir RADIUS(MHN). NOiE BORING,OR 91009 CONTRACTOR Pert Construction 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN, VERIFICATION OF DIMENSIONS. L1 S.WELDING AS PER AWS D1.I,ELECTRODES AS PER AIMS A5.1 or A5.5 CLASS E74XX DETAILS ANDETC.-WHERE I oRAVEMO SC ct•.DaFMK MC K 1 Sn:STD.SHOP PRIMER HOLM AS NOTED REQUESTED,WHERE INDICTED. 8.W&WT SHAPES:A992-GR50 IF EACH VERIFICATION IS NOT I i MM.'12/18/2018 DAM 01/02/2019 SUtFACEPREPAROIOR SP-2 MVP SEE SHOP NOTES OTHER SHAPES&PIA:A35 or A572-50 NOTED OTHERWISE IT WILL THEN A CHANNELS ARE VIEWED WITH6EWNCLUDEOTO6E CORRECT, I4.] DESCRIPTION: JOB NUMBER I SHEET FLANGES NUS TO MATCH NC DATA. TUBE STEEL A500-GR B,46 M6( ANO ACCEP EO BY 7NE APPROVER I© ISSUED FOR APPROVA SC 01/03/2019 F STEEL PIPE:A53 GR-B Type E or S IE. ISSUED FOR DESIGN I£"l:vtEA SC 1231 sno18 STAIR_STRINGER 1111 1651A Q MODEL NAME:1657205001J•9V4r LR PLOTTED;02:35.03pm 01/030019 BY:SOS VIRCON 2 i I I GRID LOCATION I - SHOP NOTES C-D/7-6 CHANNELS ARE VIEWED WITH 1.®INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. PIECEFLANGES N/S TO MATCH NC DATA. RUNNING MADIMENSIONSK O BLOSTAR FROMN TOP INDICATEDFACE&AT®SYMBOL U.N.O. 2. START AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1I2"RADIUS(MIN). 1 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 • OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S I i I i t C$X11.5 x 7'-93/4 11/21 r 7'-63/4 i 11/2 I P 25/8 , i 3 '-0 25113 113118 i 3'-0 i 25/8 € ( 1652A ) NO PAINT ' N NO PAINT TOP FLANC 1, `/ LON BACK OF CHANNEL! 0n. i - �. . .. .� �� --- ._. .��__. �.�._.._..- ..-� z) r.t . N . , 1 r.-- �d.� ^` / N , 3/16"x1" SLOTS A325N g(2)-13/16"x1" SLOTS A325N '\_ NOPAINT 1 ' OPAINT iNOPAINT Uc\\\: ' - H LON BACK OF CHANNELS SON BACK OF CHANNELS SON BACK OF CHANNELS NO PAINT WITHIN 3" NO PAINT WITHIN 3" OF HOLES OF HOLES , i i I I I r i t ONE — CHANNEL — 1652A s i I S/C STD. SHOP PRIMER REF DRGS:E1013,E1014 a REV. RELEASE/REVISIONS BY DATE 1 _- Fa:503-830-7990 JOB NAME: Jaguar Land Rover Fast:50&830.7888 A t CUSTOM Pgr:5O3.237-2600 I ` ' Fab BORING,SE BAKERS FERRY RD LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 1 BILL OF MATERIAL NOTE. © i OR 97009 CONTRACTOR: Peril)Construction VERIFICATION OF DIMENSIONS, A� (DRAWN BY: CHK'D BY: 3 SHIP PIECE NO.OF LENGTH DETAILS AND ETC...WHERE 1 SC MC FINISH:1 SIC STD,SHOP PRIMER HOLES:AS NOTED I. DESCRIPTION REMARKS GRADE FIN REQUESTED,WHERE INDICATED. MARK MARK PIECES FEET (INCHES IF EACH VERIFICATION IS NOT Q I DATE: 12/18/2018 DATE: 01/02/2019 SURFACE PREPARATION:SP-2 WELDS:SEE SHOP NOTES t 1652A 1 CHANNEL 1 SIC NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, D DESCRIPTION: JOB NUMBER SHEET 1652A 1 C8X11.5 7'-9 3/4" A36 AND ACCEPTED BY THE APPROVER. 3 I al) {SSUEDFORAPPROVAL SC 01/03/2019 I CHANNEL 1111 1652A a TOTAL WEIGHT THIS DRAWING(lbs)=90 A ISSUED FOR DESIGN REVIEW SC 12/19/2018 MODEL NAME:18-0295_001-J.guer LR PLOTTED 0238:39pm 01/032012 BY:BDS VIRCON I I i GRID LOCATION SHOP NOTES C-D/7-6 1.0 INDICATES PAINT STRIPE SIDE.MARKO IN AREA ADJACENT TO CONN.FOR FIELD USE. i D/7-6 PIECE MARK TO BE LOCATED ON TOP FACE&AT CTJ SYMBOL U.N.O. 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 5 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 orA572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S 1 I 1 N Ntlga . I I (3)-11/16"t EXP ANC NO PAINT WITHIN 3" OF HOLES I i f t 1 L4X4X1/4 X 2'-6114 1 ( 1653A ) t 1. / i er I i " i rt I 1 1 1 1 i 1 2 - ANGLES - 1653A 1 SIC STD. SHOP PRIMER REF DRGS:E1013,E1014 REV. RELEASE/REVISIONS BY DATE I - PH:503.830-7990 ^ = P60:503-630-7888 JOB NAME: Jaguar Land Rover [.., I _ -- CUSTOM Nal503-237-2600 A Fab 18625 SE BAKERS FERRY RD LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 BILL OF MATERIAL NOTE: BORING,OR 97009 CONTRACTOR: Perlo Construction VERIFICATION OF DIMENSIONS, L.I DRAWN BY: CHK`D BY: SHIP PIECE NO-OF LENGTH I DETAILS AND ETC...WHERE SC MC I FINISH:I SIC STD.SHOP PRIMER HOLES:AS NOTED I DESCRIPTION REMARKS GRADE FIN REQUESTED,WHERE INDICATED. I MARK MARK PIECES FEET (INCHES IF EACH VERIFICATION IS NOT a DATE: 12/1812018 DATE: 01/03/2019 I SURFACE PREPARATION:SP-2 WELDS:SEE SHOP NOTES 1653A 2 ANGLES 1 S/C I NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, L1 DESCRIPTION: JOB NUMBER SHEET 1653A 2 L4X4X1/4 2'-61/4" A36 I AND ACCEPTED BY THE APPROVER. Q ISSUED FOR APPROVAL SC 01/03/2019 /� TOTAL WEIGHT THIS DRAWING(lbs)=17 ANGLE 1111 1653A / \ ISSUED FOR DESIGN REVIEW SC 12/19/2018 MODEL NAME 160295 001aapur LR PLOTTED:02.36:40pm 0159/2019 BY:B03 VIRCON I 3 P t i 4 GRID LOCATION ISHOP NOTES O-D/7-6 1.0 INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. 1 PIECE MARK TO BE LOCATED ON TOP FACE&AT Oh SYMBOL U.N.O. I 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. g 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 i OTHER SHAPES&PL's:A36 orA572-50 1 TUBE STEEL:A500-GR B,46 ksi I STEEL PIPE:A53 GR-B Type E or S i ) E i • 1 I ggy B k i 1 31/2 ) 8 8 1 8 1 8 8 8 t 8 8 1 8 1 8 8 i 31/2 I, NI* 43 C.)' (531 Cf) q) 14) 1P GD J) q-)1 42) I1 i (12)-11/16"0 EXP ANC NO PAINT WITHIN 3" I OF HOLES 1 t i i L4X4X1/4 x 7'-11 x ( 1654A ) i .� .: .� :. t 1 I 1 s I I [I k I ONE - ANGLE - 1654A I 1 S/C STD. SHOP PRIMER REF DRGS:E1013,E1014 REV. RELEASE/REVISIONS BYDATE PH:503.630.7990 JOB NAME: Ja uar Land Rover 1 A CUSTOM Fax:50330.7888 g I -= u M Par:503.237-2600 LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 I BILL OF MATERIAL NOTE: I I A _ Fab 18625 SE BAKERS BORING,OR 97009 FERRY RD CONTRACTOR: Perko Constructionuction VERIFICATION OF DIMENSIONS, A DRAWN BY: CHK'D BY: i SHIP PIECE NO.OF LENGTH DETAILS AND ETC...WHERE SC MC FINISH:I SIC STD.SHOP PRIMER HOLES:AS NOTED DESCRIPTION REMARKS GRADE FIN REQUESTED,WHERE INDICATED. (�I i MARK MARK PIECES FEET 'INCHES 12/18/2018 01/03/2019 SURFACE PREPARATION:SP-2 WELDS:SEE SHOP NOTES IF EACH VERIFICATION IS NOT ��I �DATE: DATE: I 1654A 1 ANGLE 1 SIC NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, AI DESCRIPTION: JOB NUMBER SHEET ' 1654A 1 L4X4X114 7'-11" A36 AND ACCEPTED BY THE APPROVER. IA I ISSUED FOR APPROVAL SC 01/03/2019 I TOTAL WEIGHT THIS DRAWING(lbs)x 52 I A I ISSUED FOR DESIGN REVIEW SC 12/19/2018 ANGLE 1111 1654A I MODEL NAME:18-0290_O014e9ur LR PLOTTED:02:36:40pm 01103/2019 BY:EDS VIRGON i I GRID LOCATION a 0-D/7-6I BILL OF MATERIAL 1 Ma " ND OF DESCRIPTION Mani REMARKS GRADE FIN NUM UM NPECE9 1655A 1 BENT PLATE 1810 4 I 1655A 1 34.5/168.9 331 T-11314 436 t ' m43 2 PIPE2SCH40 53/18• AS10RB TOTAL WEIGHT THIS DRAWING pbs)=75 i 1 1. 1 a i i i 3 43 ! 1-11 N 4 i5s 1 3'-714 4'^113116 211116 T-113!4 A-A I 1 I I i 7'-114'4 I- [` (" Wl' �f (m43) R' / Q`t4 PAINTED EXCEPT NO PAINT ri r WHERE NOTED r'1 I �� NO PAINT th N' to NO PAINT_/ NOPAINT� \NOPAINT NO PAINT IeF FIR SIDE IONSTOD IONFAR SIDE FAR SIDE I IC 1• p4. -B e. OC i 334 1 3'-0 1 3112 1 4'-j1/2 11 r( iI s' 1 E t PF is 1 1 t F. t A, 1 ONE - BENT PLATE - 1655A 1 S/C STD.SHOP PRIMER 3 5 SHOP NOTES REF DRGS:E1013,51014 1.01NDICATES PAINT STRIPE SIDE,MARK 0 I AREA ADJACENT TO CONN.FOR FIELD USE. aev. aamtam aaa K am I rH-so3ena>an PIECE MARK TO BE LOCATED OF1TOP FACE 6 AT t$SYMBOL U.N.O. FaSCI.Aao-7MS JOB NAME Jaguar La:R!Rover 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. CUSTOM Par.FERRY oma LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, Q I .-_ Fab 18625 SE BAKERS FERRY RO NOTCH-FREE TO A 1/2"RADIUS(MIN). N01E: BORING,OR 97009 CONTRACTOR:Perk)ConSWction 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICAYSONOFSIMENSION5, IN I I I>RA0Mev: CHICORY: S SETA s AND ETC...WHERE I SC MC Emelt 1 SIC STD.SHOP PRIMER NIXES:AS NOTED 5.WELDING AS PER AWS DM,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E7DXX REQUESTED.+MERE INDICATED, a li 6.W&WT SHAPES:A992-GR50 iF EAr.H VERIFICATION Ls NOTO1l0212419 ave:1211$/2018 DSP-2 OTHER SHAPES&PL's:A36 orA572-50 NOTED OTHERWISE ITIMLLTHEN ©) ATE: MOS:SEE SHOP NOTES NE CONCLUDED TO SE CORRECT, D DESCRIPTION: JOB MOWER SNEET TUBE STEEL:A500-GR B,46 ksi µ0 ACCEPTED BYTHE APPROVE0. I©I ISSUED FOR APPROVAL I SC 01103/2019 STEEL PIPE:A53 GR-B Type E or S BENT PLATE 1 1111 I 1855A I IN I ISSUED FOR DESIGN REVIEW SC 12/19/2016 1 ' MODEL NAME:180295001.47mr LR PLOTTED:0235069m 05032019 BY:ODEVIRCON A A GRID LOCATION BILL OF MATERIAL C-D/7-6SNIP PIECE ...RI( PSS DESCRIPTION FeEr Ing REMARKS GRADE FIN elk 8'-9318 ' 1856A 1 HANDRAIL 1 SIC 1656A 1 PIPE4420C840 16'-71/r A53GR.E NO PAINT ALL AROUND I m3o 3 R00344 49nr 536 z m40 1 PIPE7.128CH40 34112 A LOBS Y ^v 0041 2 PIPEI.123CH40 0-31/r ASSGRJ , 1 m47 1 PIPE1-126CH40 11'513116 853GRE m46 1 PISE1-123CH40 3'-49/16 MOORB I __ _____—_________—_—___1(___—_—___�_____—__________ / m49 1 PiPE1-123CH40 34' ABSORB .__—_ FF m51 1 PIPE1.123' SCH40 -1071r ,/ADR.E a7 c0m52 1 PIPE1-123CH40 9112 A53GRe 6_,I1/4. TOTAL WEIGHT THIS DRAWING(lbs)=128 9'-311116 aA� 1[/�1'� 8111 T-8314 1'-011116 . i' m 37116 ...- -- a 2111 - € siA1N /% I -' t Y. t 14'16 I8 1 ``° m 11 6g i ------ r? i'' i & 0 to i7 I '�/ 1 0" 1'-011/16 1r 211 V to , . i' I r I I I `�` 6I SMOOTH 2 i' I I — I IMP AAh - I I i // J� / '' I J. - , i . 02. -37/16 N.A41 ''/ `1 I i/ 4 / E I i' i I J ro -,),„,74-1 I i i ctv iP dl"� " @ — - �_ GRIND e '� He I SMOOTH ANO PAINT s m y 11'3 1 TYP ,---` AROUND I a l i T i rr Pi ,///�''' i /i TYP ALL POSTS y- I P I L elk. .H I wl.ti' / /' 11 ° W •T I 1. n t I v a /" (r. m52) I N 2v ro 1I ps�y m I I Ff^' ~ ' 4 I i 1656A) I 12 i i F t . of v 9111 m51 2'-102Y6 2'-103ys 3'-04'16 { i i NOTE I ALL WELDS GROUND SMOOTE{ t ONE - HANDRAIL - 1656A 1 S/C STD.SHOP PRIMER t SHOP NOTES REF DRGS:E1013.E1014 1.0 INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. .� .mows moos et OM PH'»T-e3o-Tsea JOB NAME Jaguar Land Rover PIECE MARK TO BE LOCATED ON TOP FACE&AT®SYMBOL U.N.O. Fu Ruaw.,NM9 2.RUNNING DIMENSIONS START FROM INDICATED AS R.D. ; CUSTOM PO FERRY _ 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, A , Fab 10323 SE BAKERS FERRY RO LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 NOTCH-FREE TO A 1/2'RADIUS(MIN). NOTE: BORING,OR 95009 CONTRACTOR:Pert COO6Uuclion 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON PLC AS SHOWN. VERIFICATION QF6MENsroNs, L1 MAMAS: OAKUM MC RMSIt 1 SIC STD.SHOP PRIMER HOME:AS NOTED 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A.5.5 CLASS ETOXX DETAILS AND ETC._WHERE d SC REQUESTED.WHERE INDICATED. 6.W b VVr SHAPES:A992-GR50 IF EACH VERIFICATION IS NOT p l I DATE:12118/2018 CATE 01/03/2019 SURFACE PREPARATION:SP-2 mum SEE SHOP NOTES OTHER SHAPES&PL's:A36 or A572-50 NOTED OTHERWISE IT WIL THEN SE CONCLUDED TO BE CORRECT, IDI DESCRIPTION: JOB NUMBER SHEET 3 TUBE STEEL:A500-GR B,46 Ki AND ACCEPTED 6Y THE APPROVER, STEEL PIPE:A53GR-B Type EorS I IISSUED0OHbESIDVAL SC O1/13/20169 I HANDRAIL 1111 1656A MODEL NAME 186295__001-J19,r LR PLOTTED:02.35- 1�. 11SSUED D stDN REVIEW SC 12/19/2119 I # -p6pm 01!0;91019 BY:813 YIRCOH 7 i 1 i 1 GRID LOCATION c-On-s f BILL OF MATERIAL I MARK N PEECEES DESCRIPTION LENOTN FEET I INCHESREMARKS GRADE FIN 1957A I HANDRNL 1 SIC I 1657A 1 PIPE1-12SCH40 14433/4 A53GR.5 3 m30 4 ROD314 4M 836 m41 2 PIPE1-12SCH40 3,3 1/r MICRO { 8, '07144 1 PIPE1-II2SCH40 136" 9538 5GR NO PAINT m45 2 PIPE1-112SCH40 3'0' 953LR8 ALL AROUND �1 m46 1 PIPE1-128CH40 201M' A53GRe ` I)C TOTAL WEIGHT THIS DRAWING(106)=112 • -) 1 ;, S.117 M iiii � a i1 37118 ii f < m 21/2 0asp i j$' 1-0 GRIND / SMOOTH 8 , i2 j R / j I ; i -- jI I ----- j i ( / / - 97 * GRIND GRIND i I i i g♦ SMOOTH A ...7' /,i ' * iSiCl`1 Y ' i f 153 i s' i' GK. I i M IP ,/ j / i 1 i/ / I ''ice ./ I — ---.-• ! , GRIND /' .•-6 ��� i j �' / i `3he I SMOOTH j C+ // - TYP ) ,/' `/ j / g11h6 : I • 37he o r T i i/ r i _ YB J/ j'�� tallerj /// B-B 21k ; i/"// g N / B i J /" a I ' / ", 1P i fdg1 3 I 1 1 4, 5J 4 fi jrache `� � � 1 -c� L ....4 �NO PAINT �� 1 4 i ALL AROUND _- TYP ALL POSTS I ,F, j I /" ,,,"#' ~ F /'/ 12 j I I //' P - .93097 11 t C-C, I _ 2'-813/ie 2'-61$'16 2'-31 '1'. 1. NOTE ONE — HANDRAIL — 1657A TALL WELDS GROUND SMOOTH] i 1 I S/C STD.SHOP PRIMER r • i i SHOP NOTES REF DRGs:E1613,E1014 1.®INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. .a=,...e,,.1mm . owe I PH:503-03-7930 PIECE MARK TO BE LOCATED ON TOP FACE&ATI SYMBOL U.N.Q. A Fu.503-03-2066 JOB NAME: Jaguar Land ROVer 2.RUNNING DIMENSIONS START FROM INDICATED AS R.D. - CUSTOM PS 3Y-24m LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 s 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, d I, - Fab 18625 SE BAKERS FERRY RD NOTCH-FREE TO A 12"RADIUS(MIN). NOTE: A ( BORING,OR 97009 CONTRACTOR:Perlo Construction 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON PIG AS SHOWN. VERIFICATION OF DIMENSIONS, A 7 5.WELDING AS PER AWS 01.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX DETAILS AND ETC...WHERE A I i[RAWN BI". SC cm= MC MOH1 SIC STD,SHOP PRIMER RDIEM:AS NOTED REWESTED.WHERE INDICATED. 1 8.W 6 WT SHAPES:A992-GR5D IF EACH VERIFICATION IS NOT A I DATE:12/18/2018 ORTE:01/03/2019 SURFACE PREPARATION:SP-2 WELDS:SEE SHOP NOTES 1 OTHER SHAPES&PL"s:A38 or A572-50 NOTED OTHERWISE 0%MU.THEN TUBESTEEL•A500-GR 8,46k61 6E CONCLUDED TO EE CORRECT, A DESCRIPTION: JOSNLVA1ER SHEET s' AND ACCEPTED SY THE APPROVER © ISSUED FOR APPROVAL SC 01/03/2019 STEEL PIPE:A53 GR B Type E or S p ISSUED FOR DESIGN REVIEW SC 17/192018 I HANDRAIL 1111 1657A A MODEL NAME:160295001J8800 LR PLOTTED.02315:0Tpm 51103/2019 8Y.505 BACON 1 1 i 1 i GRID LOCATION C-13/7-6 Ii BILL OF MATERIAL f SNP PiECE OWN Pis DESCRIPTIO 'ENN REMARKS GRADE FIN 33. 1658A 1 NANORAIL 15/C S 1658A 1 PIPE1-128CH40 10'-1115116 451417.8 3 t p244 2 PL114X17/8 21/r A38 1 3,8 4 WAGNER R814025 638 0 TOTAL WEIGHT THIS DRAWING jibs)=32 1 M21. G G « LV N Thy1'-014 8'-43k 3 A-A 1'-01/4 8'-4 is A. 1 59'16 611/16 ,wT t ih D. Cr 4' 1 I 7 <;B7 D 4Q 45. '` 3 4 f 5 1 21h : • WAGNER RB14025 t `TYPICAL HANDRAIL BRACKET H r 12 1 1 1 1 Si J 7 NOTE R ALL WELDS GROUND SMOOTH! ' 1 i ONE - HANDRAIL - 1658A E 1 SIC STD.SHOP PRIMER € 1 I SHOP NOTES REF OROS:El 013,61014 € 1.®INDICATES PAINTSTRIFE SIDE.MARKIINAREAADJACENTTOCONN.FORFIELDUSE m INleAstAtinvoNs K WE OB NAME Jaguar LandRover PIECE MARK TO BE LOCATED ON TOP FACE&AT SYMBOL U.N.O. Q l CUSTOM 'Z 4 t 2.RUNNING DIMENSIONS START FROM INDICATED AS RD, I LOCATIOW 720 NE Grand Ave,Portland,Oregon 97201 € 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, p ! 1� Fab 16665E 066701 FERRY RD NOTCH-FREE TO A 1/2 RADIUS(MIN). NDre: BORING,OR 97008 CONTRACTOR:Perlo Construction 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLO AS SHOWN. VERIFICATION OF DIMENsIoNS. 0 eY: cnNver 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E7DXX DETAJLS AND ETC.-WHERE A I SC MC OMASK 1 S/0 STD.SHOP PRIMER HOLM AS NOTED REQUESTED,WHERE INDICATED. 8.W R WT SHAPES:A992-GR50 IF EACH VERIF1CADON Is NOT A I DATE:12/18/2018 DATE 01/03/2019 DACE PREFARATIOM SP-2 wort:SEE SHOP NOTES $ OTHER SHAPES&PL's:A36 or A572-50 NOTED OTHERWISE IT WILL THEN r BE CONCLUDED TO BE CORRECT, A DESCRIPTION: Joe NUMBER SHEET TUBE STEEL A500-GR B,461 LSI AND ACCEPTED BYTHE APPROJER. k, ISSUED FOR APPRp`OVAL SC 01/03/20191 STEEL PIPE:A53 GR-13 Type E or S A iS0UED FOR DESIGN REVIEW SC 12/19/2018HANDRAIL 1111 1658A 1 MODEL NAME:18-0285 001JpuEf LR PLOTTED:02:35:04pm 01/03/2019 BY:SOS VIRCON 1 i • i 7 1 i 1 GRID LOCATION I DTI e BILL OF MATERIAL wPECE NO OF LENGTHFEE1 e P DESCRIPTION I s REMARKS GRADE FIN 1 1 HANDRAIL 1 SIC E 1659A 1669A 1 PIPE1-I2SCH40 10.10 V2 A51GRB j p24$ 2 PLSADq 7M 21,d' MR I RE 4 WAGNER RB14025 A34 yaa I TOTAL WEIGHT THIS DRAWING Obs)=31 L i 1 i ;MU, 1 N N L C 7116 . 7'-0x'16 8`-2718 G A-A 746 i'-o9Si6 8-2716 a Fi 1M� 5e/rfi 7 V 21T e I 3 21/2 11�411t� '3p6. `'�., TYPICAL HANDRAIL BRACKET g 14, f '1` i B i 12 E i 7 i A-A x 1 INOTE TALL WELDS GROUND SMOOTH i i 1 ONE - HANDRAIL- 1659A • 2 1 S/C STD.SHOP PRIMER i I I s SHOP NOTES REF DRGS:E1013.E1014 e, 1.®INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. I.H. Anr rIR.wIexe a PAO PH•0169F7990 1 PIECE MARK TO BE LOCATED ON TOP FACE&AT SYMBOL U.N.O. Pay.wsSw2r� ONAM@ 720 Land Rover 2.RUNNING DIMENSIONS START FROM INDICATED AS R.D. I CUSTOM Pyr 2Y RD - LOCATION 720 NE Grand Ave.Portland,Oregon 97201 1 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, 1:a Fab 16425 SE BAKERS FERRY RD NOTCH-FREE TO A 112'RADIUS(MIN). NOTE: OR 97009 CONTRACTOR:pBlb Construction 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. VERIFICATION A ION OF DIMENSIONS. 1 S.WELDING AS PER AWS DM,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX DETAILS AND ETC...WHERE I DRAM BY: SC CHKOOT: MC OW 1 S/C STD.SHOP PRIMER HMS,AS NOTED REQUESTED.WHERE INDICATED. I F 6.W 6 WT SHAPES:A992-GR50 IF EACH VERIFICATION IS NOT IA I I DATE,12/18/2018 SAM 01/03/2019 SURFACE PREPARATION:SP-2 WEIDE SEE SHOP NOTES 3 OTHER SHAPES&PL's:A38 or A572.50 NOTED OTHERWISE O WILL THEN BE CONCLUDED TO SE TUBE STEEL:A500-GR B,46 KSI AND ACCEPTED BY THE APPROVER. A I I I DESCRIPTION JOB HEARER SHEET STEEL PIPE:A53 GR-B Type E or S Al FOR APPROVAL I SC 1011032019 HANDRAIL 1111 1659A A i I ISSUED FOR DESIGN REVIEW I SC I/2/192016 I 1 MODEL NAME:1602450pJr 01.4IR PLOTTED:02.36:09pm 01AXY201e BY:BMVIRCON I ;I I GRID LOCATION ISHOP NOTES C-D17-6 1.®INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. t PIECE MARK TO BE LOCATED ON TOP FACE&AT®SYMBOL U.N.O. ;E 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. t. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, S NOTCH-FREE TO A 112"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WF SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 orA572-50 TUBE STEEL:A500-GR B,46 ksi I STEEL PIPE:A53 GR-B Type E or S -p I:0 �S A i Ti t. Iup I (V `1 , N ( 1660A ) ' I t g � : I ' 1 I t g ' ,y(33/161/ , ; 3/16 ,� I (2)- /16"r� EXP ANC •234 i (2)-7/16" EXP ANC ( D234 ) NO PAINT WITHIN 3 NO PAINT WITHIN 3" 11/2 11/2 21/2 21/Z OF HOLES 21/2 21/2 OF HOLES / i i / 3'-713/16 '( 'I € 1 1 i 1 ONE - HANDRAIL - 1660A t I 1 SIC STD. SHOP PRIMER REF DRGS:E1013,El 014 1 REV. RELEASE/REVISIONS BY DATE ==--- 4 — PH:503$30-7990 0 I A = Fax 503-630-7689 JOB NAME: Jaguar Land Rover i' .-4,-7------- CUSTOM P9r:503-237-2600 LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 1 ��=Y BILL OF MATERIAL ( l A I =. Fab aoRING,OR 925 SE 700FERRY RD CONTRACTOR: Perlo Construction SHIP PIECE NO.OF DESCRIPTION LENGTH REMARKS GRADE FINNOTE: MARK MARK PIECES FEET INCHES VERIFICATION OF DIMENSIONS, I A (DRAWN BY: HK'D BY: DETAILS AND ETC...WHERE I A I ScSC MC FINISH:1 S!C STD.SHOP PRIMER HOLES:AS NOTED 1660A 1 HANDRAIL 1 S/C REQUESTED,WHERE INDICATED, y DATE: DATE: SURFACE PREPARATION:SP-2 WELDS:SEE SHOP NOTES IF EACH VERIFICATION IS NOT i A 12/18/2018 01/02/2019 1660A 1 PIPE1-1/2SCH40 7'-7 3/4" A53-GR.B NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A DESCRIPTION: JOB NUMBER SHEET i ' p234 2 PL3/8X3 6" A38 AND ACCEPTED BY THE APPROVER. A ISSUED FOR APPROVAL SC 01/03/2019 HANDRAIL 1111 1660A Q t TOTAL WEIGHT THIS DRAWING(lbs)=25 I A ISSUED FOR DESIGN REVIEW SC 12/19/2018 MODEL NAME:18-0295001 Mmlar LR PLOTTED:02.36:41pm 01532019 NY:NOS VIRCON E • I 1 GRID LOCATION I SHOP NOTES - I C-D/7-6 1.0 INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. I i . PIECE MARK TO BE LOCATED ON TOP FACE&AT*SYMBOL U.N.O. i t 2.RUNNING DIMENSIONS START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, tS NOTCH-FREE TO All?RADIUS(MIN). T- 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 1 s . s - — -- 5.VVELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX • 6.W&VV.SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S I?3 (3) ..1IIi , .1, , i 1 , ( m42 ) t g.- ......1 • ________,:.1), __ I -- I Z i , Er, in , II ....... 1 ( 1661A ) ... N' r\ • /GRIND , /3/16v \SMOOTH , 1 . , I TYP I (m42 ) , ! NO PAINT ALL t , AROUND, TYP '-7.1--,4 • .....„ 1 • 1 • 1 41-113116 . I / / i I , NOTE , ONE - HANDRAIL - 1661A ALL WELDS GROUND SMOOTH i ! REF DRGS:E1013,E1014 1 REV. RELEASEREVISIONS BY DATE KG PH:503-830-7990 IJOB NAME: JLand Rover A CUSTOM Fax:503-830-7888 aguar Pgr:503-237-2800 BILL OF MATERIAL A Fab 18625 SE BAKERS FERRY RD LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 SHIP PIECE NO.OF DESCRIPTION 1 LENGTH REMARKS GRADE FIN NOTE: VERIFICATION OF DIMENSIONS, A BORING,OR 97009 CONTRACTOR: Perlo Construction i MARK MARK PIECES FEET !INCHES DRAWN BY: Sc CHICO BY: MC I FINISH:- HOLES:AS NOTED DETAILS AND ETC...VVHERE A 1661A 1 HANDRAIL REQUESTED,WHERE INDICATED. IF EACH VERIFICATION iS NOT A DATE: 12/18/2018 DATE: 01/03/2019 I SURFACE PREPARATION: WELDS:SEE SHOP NOTES 1661A 1 PIPE1-1/2SCH40 11'-6 7/8" A53-GR.8 NOTED OTHERWISE IT WILL THEN BE CONCLUDED TO BE CORRECT, A DESCRIPTION: JOB NUMBER SHEET m42 2 PIPE1-1/2SCH40 4'-1 13/16" A53-GR.B AND ACCEPTED BY THE APPROVER. & ISSUED FOR APPROVAL SC 01/03/2019 ! HANDRAIL 1111 1661A A TOTAL WEIGHT THIS DRAWING(lbs)=51 • & ISSUED FOR DESIGN REVIEW SC 12/19/2018 1 MODE.NAME 180295-001-4(NN IA PLOTTED:02.36:41pm 01/03/2019 BY:BOA YIN/JON • • E i GRID LOCATION SHOP NOTES O-D/7-6 1.0 INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. I D17-6 PIECE MARK TO BE LOCATED ON TOP FACE&AT®SYMBOL U.N.O. ) 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 or A572-50 TUBE STEEL A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S 1 i NO_PAINT 1 7 THIS FACE ONLY u Iv ), 00 r i In PL5/8X12 x 1'-0 . / / i 1 1 I 1 /2/ / 9 1 i ,- /2 I i 1 i N I -13/ 01 EXP ANC /11/ I(4) 16" _ o co 1 ( 1662A ) 1 N. ) 1 ( t 1 . pF 3 t 2 - PLATES - 1662A 5 1 S/C STD. SHOP PRIMER REF DRGS:E1013,E1014 REV. RELEASE/REVISIONS BY DATE I PH:503-630-7990 A I Fax:503-630-7588 JOB NAME: Jaguar Land Rover r 3 CUSTOM Par.503237.2600 A I Fab 16625 SE BAKERS FERRY RD LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 BILL OF MATERIAL NOTE: A I BORING,OR 97009 CONTRACTOR: Perlo Construction VERIFICATION OF DIMENSIONS, A I SHIP PIECE NO.OF DESCRIPTION LENGTH REMARKS GRADE FIN DETAILS AND ETC...WHERE I DRAWN BY: Sc CHK'D BY: MC FINISH:;SIC STD.SHOP PRIMER HOLES:AS NOTED I MARK MARK PIECES FEET !INCHES REQUESTED,WHERE INDICATED. IF EACH VERIFICATION IS NOT A I DATE: 12/18/2018 DATE: 01/0212019 SURFACE PREPARATION:SP-2 WELDS:SEE SHOP NOTES s 1662A 2 PLATES 1 S/C NOTED OTHERWISE IT WILL THEN ; BE CONCLUDED TO BE CORRECT, AI DESCRIPTION: JOB NUMBER SHEET 1662A 2 PL5/8X12 1'-0' A36 AND ACCEPTED BY THE APPROVER. A I ISSUED FOR APPROVAL SC 01/03/2019 I TOTAL WEIGHT THIS DRAWING(Lbs)=26 1 A I ISSUED FOR DESIGN REVIEW SC 12/19/2018 I PLATE 1111 1662A 0 t MODE.NAME 18.0205 O0 41igur LR PLOTTED:0236:42pm 01103(201B BY:80S VIRCON 'i a i 1 I r GRID LOCATION I SHOP NOTES C-D/7-6 1.®INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. PIECE MARK TO BE LOCATED ON TOP FACE&AT®SYMBOL U.N.O. 1 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. f 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 3 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 1 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A38 or A572-50 1 TUBE STEEL:A500-GR B,46 ksl STEEL PIPE:A53 GR-B Type E or S f 1 i I 1 r 1. M 4 PL3/8X3 1/2 x 6 1 3 2 ./i i / i `N ,\ H�2�_13/16"0 A325NI Cl), N 14P—I( I r ( 1663A ) 1 z i `i I 11 E i 3 : ONE - SHEAR PLATE - 1663A NO PAINT REF DRGS:E1013,E1014 I REV. RELEASEMEVISIONS 8Y DATE I _ —- PH:503-8304900 JOB NAME: Jaguar Land Rover € A I CUSTOM Fax:503830-7888 S PDr.503-237-2000 t Fab 1e925 5E BAKERS FERRY RD LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 4 A I z BORING,OR 97009 CONTRACTOR: Perlo Construction 1 BILL OF MATERIAL NOTE: k VERIFICATION OF DIMENSIONS. A I DETAILS AND ETC...WHERE DRAW SHIP PIECE NO.OF LENGTH N BY: SC CHK'D BY: MC FINISH:NO PAINT HOLES:AS NOTED MARK MARK PIECES DESCRIPTION FEET INCHES REMARKS GRADE FIN REQUESTED,WHERE INDICATED. © I e IF EACH VERIFICATION IS NOT A (DATE: 12/18/2018 DATE: 01/02/2019 SURFACE PREPARATION:- WELDS:SEE SHOP NOTES 1663A 1 SHEAR PLATE NO PA NOTED OTHERWISE IT WILL THEN I BE CONCLUDED TO BE CORRECT, A DESCRIPTION: JOB NUMBER SHEET ` 1663A 1 PL3/9X3 112 6• A38 AND ACCEPTED BY THE APPROVER. A ISSUED FOR APPROVAL SC 01/03/2019 TOTAL WEIGHT THIS DRAWING(lbs)=2 A ISSUED FOR DESIGN REVIEW SC 12/19/2018 I SHEAR_PLATE 1111 1663A n e MODEL NAME:18-0295 00I-J.5ur LR PLOTTED:0238:42p" 01/032019 EY:800 VIRCON i ; t 1 i I ji E I 6 GRID LOCATION ISHOP NOTES C-D17-6 1.0 INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. PIECE MARK TO BE LOCATED ON TOP FACE&AT®SYMBOL U.N.O. 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, s NOTCH-FREE TO A 1/2"RADIUS(MIN). 1 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WT SHAPES:A992-GR50 1 OTHER SHAPES&PL's:A36 orA572-50 1 TUBE STEEL:A500-GR B,46 ksi i STEEL PIPE:A53 GR-B Type E or S t t I I ( D245 ) { o245 ) i / 63/8 / i i i I --7 r ,-21/8 �2 SIDES t IA 3/16 V ( 0245 ) i- 7.0 co Z � � c� az w t - O Z 1c() Z O<L>�_� x \ NO PAINT ON/4 1, IA ; 1664A ) THIS FACE A - A L6X4X318 x 63/8 t e i. 1 i l i I ONE - ANGLE - 1664A REF DRGS:E1013,E1014 I REV. RELEASE/REVISIONS BY DATE PH:503-630-7990 Fax:503-630-7686 JOB NAME: Jaguar Land Rover CUSTOM PDO 503-237-2600 BILL OF MATERIAL 0 I _ Fab 18625 SE BAKERS FERRY RD LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 BORING,OR 97009 CONTRACTOR: Perlo Construction SHIP PIECE NO.OF DESCRIPTION LENGTH REMARKS GRADE FINNOTE INCHES VERIFICATION OF DIMENSIONS, A MARK MARK PIECES FEET I DETAILS AND ETC...WHERE Q 'DRAWN BY: S(', CHK'D BY: MC FINISH:- HOLES:AS NOTED 1664A 1 ANGLE REQUESTED,ACR WHERETIINDICATED. DATE: DATE: SURFACE PREPARATION: WELDS:SEE SHOP NOTES IF EACH VERIFICATION IS NOT p 12/18/2018 01/03/2019 1664A 1 L6X4X3/8 6 3/8" A36 NOTED OTHERWISE IT WILL THEN i BE CONCLUDED TO BE CORRECT, A DESCRIPTION: JOB NUMBER SHEET p245 2 PL1/4X2 1/B 5 5/8" A38 AND ACCEPTED BY THE APPROVER. A ISSUED FOR APPROVAL SC 01/03/2019 ANGLE 1111 1664A Al I TOTAL WEIGHT THIS DRAWING(Ibs)=8 A ISSUED FOR DESIGN REVIEW SC 12/19/2018 ( MODEL NAME 18-0295 001 Jago.LA PLOTTED:02.36:43pm 0110312018 BY:BDS VIRCON 3 3 1 I I I GRID LOCATION 1 SHOP NOTES v Qt7-6 1.0 INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. PIECE MARK TO BE LOCATED ON TOP FACE&AT*SYMBOL U.N.O. 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. ( 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, E NOTCH-FREE TO A 1/2"RADIUS(MIN). I 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. I 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 6.W&WI SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 orA572-50 i TUBE STEEL A500-GR 8,46 ksi STEEL PIPE:A53 GR-B Type E or S 3 ) I i g I i I I g SII t 6 PL3/8X3 1/2 x 6 s 11/4/ 21/4r 21/2 w i i i (2)_131'16"0 A325N M CNI I ' '., \ 1 ( 1665A ) I t i I I i t 1 3 tq 6 ONE - SHEAR _-PLATE -- 1665A 1 I NO PAINT REF DRGS:E1013,E1014 REV. RELEASE/REVISIONS BY DATE t /� 111 �,( PH:so3 B�°-�sao JOB NAME: Jaguar Land Rover L1 -i• CUSTOM Fax:503-830-7888 5 ` Par:503-237-2800 LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 j+'a b 18625 SE BAKERS FERRY RD BILL OF MATERIAL A I BORING,OR 97009 CONTRACTOR: Porto Construction NOTE: p VERIFICATION OF DIMENSIONS, d 1DRAWN BY: CHK'D BY: E SHIP PIECE NO.OF LENGTH DETAILS AND ETC...WHERE SC MC FINISH:NO PAINT HOLES:AS NOTED f MARK MARX PIECES DESCRIPTION FEET. INCHES REMARKS GRADE FIN REQUESTED,WHERE INDICATED. ) l IF EACH VERIFICATION IS NOT b DATE: 12/18/2018 DATE: 12/19/2018 SURFACE PREPARATION:- WELDS:SEE SHOP NOTES a 1665A 1 SHEAR PLATE NO PA NOTED OTHERWISE IT WILL THEN iIr BE CONCLUDED TO BE CORRECT, I© DESCRIPTION: JOB NUMBER SHEET 1665A 1 PL3/8X3 1/2 6" A38 AND ACCEPTED BY THE APPROVER. (II ISSUED FOR APPROVAL SC 01/03/2019 SHEAR PLATE 1111 1665A 0 t TOTAL WEIGHT THIS DRAWING(lbs)=2 IA I ISSUED FOR DESIGN REVIEW SC 12/19/2018 MODEL NAME:18.0295J01-J000.tLR PLOTTED.02:38.43pm 011032019 BY:SOS ARGON i i K i 8 I i s GRID LOCATION SHOP NOTES C—D/7--6 1.0 INDICATES PAINT STRIPE SIDE.MARK 0IN AREA ADJACENT TO CONN.FOR FIELD USE. a D/7-6 PIECE MARK TO BE LOCATED ON TOP FACE&AT®SYMBOL U.N.O. 2.RUNNING DIMENSIONS START FROM INDICATED AS R.D. 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, NOTCH-FREE TO A 1/2"RADIUS(MIN). 1 ' 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. ( 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 or A5.5 CLASS E70XX 4 6.W&WT SHAPES:A992-GR50 r i OTHER SHAPES&PL's:A36 or A572-50 • TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S • I 1 i i f or i e i [ ( 1666A ) . i / DBA1/2 x 2'-6 I _ 1 I I i 1 i 3 1 i [ 55 i i 1 7 - DEF BARS - 1666A NO PAINT REF DRGS:E1013,E1014 REV. RELEASE/REVISIONS BY DATE I PH:503.830-7990 JOB NAME: Jaguar Land Rover I _ - Fax:503-830-7858 CUSTOM Pyr:503-237-2800 A ( _ -- Fab 16625 SE BAKERS FERRY RD LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 I BILL OF MATERIAL NOTE: ©/ BORING,OR 97009 CONTRACTOR: Perlo Construction € VERIFICATION OF DIMENSIONS, I U DRAWN BY: GHK'D BY: SHIP PIECE NO.OF LEITH DETAILS AND ETC...WHERE SC MC FINISH:- HOLES:AS NOTED MARK MARK PIECES DESCRIPTION FEET INCHES REMARKS GRADE FIN REQUESTED,WHERE INDICATED, DATE: DATE: SURFACE PREPARATION: WELDS:SEE SHOP NOTES IF EACH VERIFICATION IS NOT p 12/18/2018 01/02/2019 s 1666A 7 DEF_BARS NO PA NOTED OTHERWISE IT WILL THEN i BE CONCLUDED TO BE CORRECT, La DESCRIPTION: JOB NUMBER SHEET 1666A 7 DBA1/2 2'-6" A496 AND ACCEPTED BY THE APPROVER. Q ISSUED FOR APPROVAL SC 01/03/2019 DEF_BAR 1111 1666A d I TOTAL WEIGHT THIS DRAWING(lbs)=2 AI ISSUED FOR DESIGN REVIEW SC 12/1912018 € MODEL NAME:58-0295_001-JagurLR PLOTTED:02:36:44pm 0V031201B BY:SOS ARGON i t 1 a I I I s' GRID LOCATION SHOP NOTES i C-D17-6 1.0 INDICATES PAINT STRIPE SIDE.MARK®IN AREA ADJACENT TO CONN.FOR FIELD USE. D17-6 PIECE MARK TO BE LOCATED ON TOP FACE&AT®SYMBOL U.N.Q. 2.RUNNING DIMENSION'S START FROM INDICATED AS R.D. i 3.ALL RE-ENTRANT CORNERS OF COPES,BLOCKS AND CUTS SHALL BE SHAPED, 1 NOTCH-FREE TO A 112"RADIUS(MIN). 4.COLUMNS TO BE MARKED WITH DIRECTION MARK ON FLG AS SHOWN. - 5.WELDING AS PER AWS D1.1,ELECTRODES AS PER AWS A5.1 orA5.5 CLASS E70XX I 6.W&WT SHAPES:A992-GR50 OTHER SHAPES&PL's:A36 orA572-50 TUBE STEEL:A500-GR B,46 ksi STEEL PIPE:A53 GR-B Type E or S I 1 I 1 1 I 4 i E I 1 1 ( 1667A ) \ . .4 d I / I I i I i I I i I 5 i s c i 5 2 — CAP_PLATES — 1667A NO PAINT REF DRGS:E1013,E1014 IREV. RELEASE/REVISIONS HY DATE PH:503-830-7990 JOB NAME: Jaguar Land Rover I D CUSTOM- Fax:503-630.7888 g , __ P 503-237RD A Fab 18625 SE BAKERS FERRY RD LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 = 0 I T BORING,OR 97009 CONTRACTOR: Perlo Construction i BILL OF MATERIAL NOTE. a VERIFICATION OF DIMENSIONS, Ai SHIP PIECE NO.OF LENGTH DETAILS AND ETC...WHEREa DRAWN BY: SC CHK'D BY: MC FINISH:- HOLES:AS NOTED DESCRIPTION REMARKS GRADE FIN REQUESTED,WHERE INDICATED. A 111 MARK MARK PIECES FEET !INCHES IF EACH VERIFICATION IS NOT f A DATE: 12/18/2018 DATE: 01/02/2019 SURFACE PREPARATION: WELDS:SEE SHOP NOTES ' 1667A 2 CAP_PLATES NO PA NOTED OTHERWISE IT WILL THEN " BE CONCLUDED TO BE CORRECT, I A DESCRIPTION: J08 NUMBER SHEET E I 1667A 2 PL3/8X4 9" A36AND ACCEPTED BY THE APPROVER TOTAL WEIGHT THIS DRAWING(lbs)=4 ISSUED FOR APPROVAL SC 01/03/2019 CAPPLATE_ I A ISSUED FOR DESIGN REVIEW SC 12/19/2018 '1111 1667A 0 MODEL NAME:I8-0295_001.1aguar LR PLOTTED:0136:44pm 01632019 ST:EDS VIRCON 1 T-113/4"WIELD DIM ` ; 7'-113/4".GELD DIM i E�'Qr1,A.I IEc1t�4 8t�14 I fro I "I I" 1" i I I 2% 3'-4314 91/2 I Y-434 216 PRO<<CTNORTH I I j 374e-. f 137 . i , . -- 1657A I 1 I PI PE1-1J2SCH4O j g�q,p - ' 2-111'. I L4XEX114 Ar v PE1-1f2SCH40 J g�gp1m _1664A ma L ` �PE111 G140AU `-� I' t6X4X378 r•� i "' — 2'-1146 GRIND :C8Xi1.5 - j 1fi52A .� I' i` SMOOTH y. � .Ts�s.a�„ i • csxlls f. 1656A e - � i _. or /-PIPE1-1125CH40 aF 1 I N N a P GUARDRAIL aLI i e j , POST WELD i ,1650A 4 gg5�1pp C12X20.7 :Q --- �. I I h I,av I � r--C12X26.7 LId4X3/86 AA - -_�^ a��y fa8 I EL+4-8 ► 1 Q'�, CD_R - j Y Y _f I �� I ' .,.•' ^� �.�•i: - - L _ _� I r, I ..n0 I N t. . {' r_ e. ,' - �r�!%%--• r_ , ;f ., •,t'ri Ia�e N • ' w . -=7 R �1665A `16S2A I ■ T 1663A -- I 1662A l I PL3 8x3,n CBX11.5 .� PL318X3 12 v/ I �1662A ++I i PL5/8X12 54 2 { - ; :r ' I ,-.r . sDeD I2 PL5/9X12 •_ - Yi - l q I I• ..,_._,. "6.'I 3 1 3'-2 1'-Q1h 3'-2 I' 31 4 ii DET.2 �'—_ ' :—sem r —_.1 "� 111 _ 1 3`Y4 9',2 1'-0112. 3'Z .. ,;a44 �I a �+ �tv��le 5�' 4 ..���n� b'I 1I :rail m� Sge hmg h Sg IrIm .v : :.y: Il exp e-G,roe h�0 h� 0 ,moo m .�_._- -'- .. - -:r.- I 1 I I h h 1,I I � . I 1i ! E --•- 4 E1614 1 I I I I 2 4'-3111713 I 2ehe.1, 1'-7112 I 1,7112 31k 1'-1111118 1 1=11 118 34"e_ 111 ii T i STAIR 5 PLAN AT LEVEL 2 ` � I i_ /,' ' ,�PIPE11A1125CH40 } 1 \_1661A . 'I 1667A 1667A PIPE1-112SCH40 • PL3/8X4 h Pess holt — I J access hole access hole\1` o m o GUARDRAIL I cover cover r 651A 7 ry N TO SLEEVE.TYP I _ -, >r111\4 i I 1655A 1666A PL5116X9 wa DRAW i _PA i twx7-81D.aA. E Im PIPE LEESIDE E, { F e m PIPE SLEEVE,TYP. iI AUTOWELD WELD STAIR 5 PLAN AT LEVEL 1'AM 7-t DETAIL 2 G-G 2 2 No.WEI x 5'SIMPSON STRONG-BOLT 2_.' 2 No.545"0 x 5 SIMPSON STRONG-BOLT 2 1g with a minimum of 3112 EMBED 1�4 114 with a minimum of 314 EMBED I�IPE11Al2SCH40 Lg. 32 34 k$4 3'-714rI8SIMPSpN STRONG-9OLT 2 L 1 2ND. %_• with a minimum of 2116 EMBED SIMPSON�S4R• TTONG-BOLT 2 %Oh a minimum of 27,03 EMBED ERECTION NOTES 1.SITE WELDED MOMENT CONNECTIONS ARE MARKED: A 2.MEMBER TO BE ERECTED WITH ASSEMBLY MARK AT TOP FACE&END SHOWN 3.COLUMNS HAVE DIRECTIONAL&PIECEMARK INDICATED ON FLANGE 4.MEMBERS ERECTED TO PAINT STRIPE OF CONNECTION PLATE 5.BEAMS ERECTED TO COLUMN FLANGES FIRST WITH BOLT HEADS INSTALLED TO INSIDE OF FACE OF COLUMN FLANGE. REF DRGS: 6.ALL TC BOLTS ARE TO BE FULLY TENSIONED WITH THEIR SPLINES SNAPPED OFF, IAN 'a"'°” -` °"e I S MO .IOBNAuE Jaguar Land Rover ALL"N"BOLTS ARE TO BE HAND TORQUED. I CUSTOM '-0'""'asw LOCATION: 720 NE Grand Ave.Portland,Oregon 07201 7.WHERE POST FIX ANCHORS(HILTI'S ETC)ARE USED,COORDINATE LOCATION ` ' I Fab 196255E BAKENS FERRY RD WITH EXISTING CONCRETE REINFORCEMENT TO ENSURE REINFORCEMENT IS NOT BORING,DR MOP CONTRACTOR. Pert Construction VERIFICATION OF DIMENSIONS. I� [MINN BT. �J.O�9Y: MC FlNISH: HOLES:AS NOTED DAMAGED DURING INSTALLATION. DETNISAHD ETC...WHERE I I SC REQUESTED.I WERE INDICATED. ALL DIMENSIONS(INCLUDING LEVELS)SHOWN ON THIS DRAWING HAVE BEEN PRODUCEDNOT oo"TIERIFSCA Irr ON IS NOT R A CAT 11123/2018 DATE.01/0312019 1.IATENAL WELDS. AND PROVIDED FOR THE ERECTION OF STEEL AS IDENTIFIED AND DETAILED BY BDS VIRCON ONLY. ABE CONCLUDED'Mee CORRECT.AND ACCEPTED BY THE APPROVER p IssueDFOR APPROVAL SC 01/0312019019 DESCRIPTION' Jag NUMDDR 1 SHEET THESE DIMENSIONS SHOULD NOT BE USED TO LOCATE CONCRETE OR ANY OTHER TRADE WORKS. o ISSUED FOR DESIGNREVIEW SC 12/19/2018 STAIR 5 1111 E1013 A 'OCEL R.e.fA VII-....t..-N, v,vneo$f..2/,. DI,.,,'I. IC 1:03v!GON provide minimum 12 ' graspable extension in the 2 1,-234 7'-4 3'-10 1A ,f direction of travel beyond 2 PiPEI-iOSCH40 1'-11h nosing at top landing 1658A PIPE1-1/2SCH40 1 AT STUD, 1661A m 1656A o m WALL PlPE1-1125CH40 - ' —7-;^ - PIPE1-11z5CH40 /,/ I iv I -- AT STUD WALL EL+10'-0 ."t+.w 1,j7� W s• ...� i� ` I HL+10'-D R - �---- - 9 1 _I - I 1 2'-10916 4 i 1WBX410A(6) 1659A �I _ ., PIPE1-1l2SCH40 ��� / �' o 0 �` 1657A i DET.3 ry - PIPE1-112SCH40 EL+s-o EL+4'8 DET.2 16643 _ �� EL+S'-0 6X4XB 9 I EL+5-0 ppprir o nr �r� 1 a_11-',3 •-. ---, ---------,--z- ;1 I b I 1650A A it 1. i C12X20.7• :171 ��12 No.�$"0 x 41 SIMPSON STRONG-BOLT 2 11111 .- DET.4 / �\ I -- �1653A L__7 V A minimum N 3 4 EMBED 1653A I 1652A L4X4X1r4 __7 m i C8X11.5 �1654A L4X4XV4 3'-6 I II r j 714 2'-614 4112L4X4X114 41f1�. 2-614 74 9 L--1 3'-6 3$ `� 1660A i --11 I ` I PIPET-1/25CH40 L-_7 ,- fi L--1 I! N m . 1660A io ELO r" J/- , PIPE1-1f2SCH40 . {. + -. .. :0625X20.7 � �- r�'. '•� i a.. , -_ - I �• s�• I . } .,i7"'"-+.L7-.7777..77;7... - 1'_:r.---- _ • • 31he , 11'-2y }• _,1q'4 7'-3 4 3'-10 7'4134 �I 0-164- �{ 6�� 610013 3•-534 4 4 No.34"0 x 7"Lg / I' SIMPSON STRONG-BOLT 2 3�-$34t 1 A minimum of 51 EMBED • 1 � EL+5'-0 4. AUJDST PLATE U511UN / '� 1, ' j71_04M14 ry ro < AS REQUIRED TO MEET 1654A / 4 - "; &, ,IM BOLT MANUFACTURE EL+5'-03/g EL+4'-8 1 Q� I� N REQUIREMENTS FOR ,4► 1_ L4X4X174� 2 i ' i 1664A NCHOR POSITIONS IN \ EL+4'-8 / # i U -• o p,- L6X4X318 O 0 •I��1 CMU WALLS EL+4'-8 _ /// N I a w 7(l LLV /^ o, :Tall I DIEL+4'-534 1_ 0 0 •!� W v\ I' $:� 1 a •; 3.. 3 Na.Sig"0 x 41¢SIMP5�•STR)NG-BOLT 2/ `I a i 1 \ Q_`\ '/ ---, , m s 3" A minimum of 3114 EMBED w iAi UNPAINTED FACE 0 `1653: _3 No Ns'01 x 42 SIP ON STRONG-BOLT 2 1664A ' �//A 1653A 1662A 1 UNPAINTED FACE THIS SIDE FOR L4X4X1l4 A minimum of 314 E=1 ED L6X4X318 I``��- • L4X4X1/4 PLSI8X12 7h6 THIS SIDE FOR FIELD WELDING c +y r FIELD WELDING / P63618XA31/2 •ei 4No.34"0x 7"Lg •4I6 4 4 SIMPSONSTRONG-BOLT7J !. _1662A A minimum of 514 EMBED IS PL578X12 4111 2'-614 714 ADJUST PLATE POSTION 4II 1663A DETAIL 4 AS REQUIRED TO MEET 4 4 PL3leX3 12 BOLT MANUFACTURE C 3'-6 REQUIREMENTS FOR 714 2'$14 4112 , DETAIL 2 ANCHOR POSITIONS IN 36 21 t z1 1 1 DETAIL 3 Lir 3No.14"0x 3"Lg / 3No.14"0x 3"Lg FLAT HEAD SELF DRILLING SCREW SIMPSON SL25300PF TYPICAL AT STUD WALL TYPICAL AT CMU WALL, e POSTWEW P GIJARDRNL \ ERECTION NOTES 1.SITE WELDED MOMENT CONNECTIONS ARE MARKED: a\ 2.MEMBER TO BE ERECTED WITH ASSEMBLY MARK AT TOP FACE&END SHOWN TYPICAL GUARDRAIL POST DETAIL 3.COLUMNS HAVE DIRECTIONAL&PIECEMARK INDICATED ON FLANGE 4.MEMBERS ERECTED TO PAINT STRIPE OF CONNECTION PLATE S.BEAMS ERECTED TO COLUMN FLANGES FIRST WITH BOLT HEADS INSTALLED TO INSIDE OF FACE OF COLUMN FLANGE. REF DRGS: 6.ALL TC BOLTS ARE TO BE FULLY TENSIONED WITH THEIR SPLINES SNAPPED OFF, IQ "'� °`""' F;'=ice Joe NAME Jaguar Land Rover ALL"N"BOLTS ARE TO BE HAND TORQUED. CUSTOM AFT SO".:APA LOCATION 72DNEGrand Ave.Portland,Oregon 972D1 7.WHERE POST FIX ANCHORS(HILTI'S ETC)ARE USED,COORDINATE LOCATION L. Fab 1967$SE BAKERS FERRY RD WITH EXISTING CONCRETE REINFORCEMENT TO ENSURE REINFORCEMENT IS NOT A NORIN�,oRSTaOs CONTRACTOR.P0rI000rtslluction NOTE: DAMAGED DURING INSTALLATION. vDETAALTION OF -.ATM ioN6. ' OETAR.SION ETC-.WNERE 0 �'x''B'"' SC own?, MC FINISH. POLES,AS NOTED REOUESTEO,MERE iNONATE0. ALL DIMENSIONS(INCLUDING LEVELS)SHOWN ON THIS DRAWING HAVE BEEN PRODUCED NOTEEACH rnHeRms VERIFICATION OFT,.11123!2018 wre:0110312D19 MATERIAL wE vs. BE CONClUOED TO EE EORRECT, DESCRIPTION: ASH NuraeEa SHEET AND PROVIDED FOR THE ERECTION OF STEEL AS IDENTIFIED AND DETAILED BY BDS VIRCON ONLY. ,,No..aEFTEo ev TNEAPPROVER. p ISSUEDFOR APPROVAL sc 011432x19 THESE DIMENSIONS SHOULD NOT BE USED TO LOCATE CONCRETE OR ANY OTHER TRADE WORKS. p ISSUE FOR DESIGN REVIEW SC 12/19/2010 I STAIR 5 1111 E1014 0 OMR IMRE IPO195_VP-.mm,LO NAFFED 0E11.Ihm MOM, AT bL NROON A-Ai_ , ,, i iic;Di „ , ___hiehe , 1 1 _-771-7-7-7: s _- - .--.7-:-'7-77^-7, 7, ... . . ..- , - x-.-.7. .;,+."7.7 r_-„-}- 2T-734 r j III I I �' M 1 !`I I i l PROJECT NORTH I! !1 ! I II I I I I I it II I I • I I I II 11 I I /' =p1 II I rrQn i 2,� •gl yid i I ��� / ,1 18'-0 5-315116 H 1' 1606A i Il. , r .67 i i DBA1n �- i _ �— j t 1 ;, TYP i. S l I I I -r-rill FF., . 11 I rti I 1 :.i I [ J 1 / IORURO` 11 I I 11i ?� • IHIJ. jftkLil II Ii I /S_ iii ' I i ' YI I l 3_3I m I 3k. L 7-11$ a --z_ _ _ ---1fi0fA �� 4n 1 Ct Z J N I 5ij I I_.L_ ! „. L-------- ---1 4 ( +O SSL FFE 190.5 } — _w_.__- -- -_—i - - - - ( I ii� i DET.3• e'-4 ..31Vre .. ... CJ 1'-415/191 1S-7 8%77344 i 4. Provide pipe sleeves and (6) STAIR 6 PLAN AT LEVEL 1 49.5”wide removable railings 6_A between grid line C and CMU wall at grid line B.2. Provide 4” Q (D) ,'-035 5-3% spacing between railings 17`11'16 1. 94 31�1e p 18'-0 S�hs s916 sB116 s Y1s s�16 Belle ale 55116. 3-61416 i 3',.613116 i 3'-613116 T-61�1B 3'-613116 15/16 I - 5-3 1'.11 i I 4 , 8 , 8 , 8 , 8 ,3 CHANNEL TO r /CHANNEL TO i 1�.+10i 2 POUR STOP` a 23" -1t06A SEE SECTI N.1FFH /%e V 2•-12"POUR STOP .. .. .. . .. .. .. . `---._ �... .... . I EL+10'-0 --- - - - 6�'19_� Dew1f2 FORTYPDIAWftD py I ,ri N " I m 1p4.. ... ! c X [1 " I I �3 •-1 •li IT___ 1 I �� .fes J 1696A ' L.0 I' Iji 1601A I 5No.34"Qlx 7" Provide handrail only PIP SCH40Jiill I SIMPSONSTRONG-BOLT 2J 012X20.7 1'-2518 a 10 I. 10 1 8 8 I. 5 attached to CMU wail and \•I DET.1 Aminimumof 31 EMBED 6No. 34"0x 7^Le J guardrail at landing ! i D"ID, AmPSON imumofSTRONG-BOLT2 � I 1'-D 5-4 I A minimum of 51$EMBED l J above. Guardrail not — �i j i l V f required adjacent to CMU � l � DETAIL 1 wall below 10' i /f 1605A ; I PIPE1-112SCH4D I 9 C T. 1 �^ 1 1 1 1 I • 1 T,POriELO r 21/2 � I w I I � I ! :60c8HAsIDE GUARDRAIL ( +0-SSL-FFE-190.5 )-'------- --- ^ — l--------- j A1n Ge"�'°F�'L ! POST L. l �~ I I �' I RII -- g `1'-4!51161. 1V-7 13'•7136n j ` SIMPSON�STRONG-BOLT2 OF i I - I { A minimum of 27b EMBED PIPE SLEEVE,TYP. I �605A M i zlhl2111 T A y 1606A IPffiaSCH40 5- PIPE2SCH40 "' .''.."... I TYPICAL CANE RAIL DUAL vi•'_ ..•i.._•: 17.437_0,6. .xa7he j DETAIL 3 g�, `'�/ 1/ 4111 1609A 1609A_ 5'-913/, 1 1D'-211/16 31416 ``' PL3/8X2 PL316X2 I l i � i F =3' _ C uJ HH=H _`� 1 No,5413 x 6^14 1 No.%•s x a•Lgp PLAN ON CANE RAIL `-SIMPSON STRONG-BOLT 2 `SIMPSON STRONG-BOLT 2 P6LI8X A minimum of 3111 EMBED A minimum of 31/2 EMBED aa�sa hole VW cover 134 l'. 7-8 13/1FFF ERECTION NOTES 1.SITE WELDED MOMENT CONNECTIONS ARE MARKED: A& 2.MEMBER TO BE ERECTED WITH ASSEMBLY MARK AT TOP FACE&END SHOWN "61III��� X6La4 3.COLUMNS HAVE DIRECTIONAL&PIECEMARK INDICATED ON FLANGE aoveea hole 4.MEMBERS ERECTED TO PAINT STRIPE OF CONNECTION PLATE 'Si cover 5.BEAMS ERECTED TO COLUMN FLANGES FIRST WITH BOLT HEADS INSTALLED TO INSIDE OF FACE OF COLUMN FLANGE. REF ORGS: F 6,ALL TC BOLTS ARE TO BE FULLY TENSIONED WITH THEIR SPLINES SNAPPED OFF, A °' Fn- 1103 JOB NAME Jaguar Land Rover ALL"N"BOLTS ARE TO BE HAND TORQUED. CUSTOM "r RIATT LOCATION: 720 NE Grand Ave.Portland,Oregon 97201 (Si1111 4V2 7.WHERE POST FIX ANCHORS HII_TI'S ETC)ARE USED,COORDINATE LOCATION Fab 10E6 SE BAKENS E"RYRD ( � BORING,OR BT009 GORfrRAc7oR:Peflo GORSIrudlorl DETAIL 2 WITH EXISTING CONCRETE REINFORCEMENT TO ENSURE REINFORCEMENT IS NOT NOTE: DAMAGED DURING INSTALLATION. VERIFICATION AND OIMENSREs, IA ' DETAILS EF SIMEMERE cRAwN BY' Sc CHAU N: MC FlMSH: HOLES,AS NOTED REOLESTED.WHERE INDICATED. ALL DIMENSIONS(INCLUDING LEVELS)SHOWN ON THIS DRAWING HAVE BEEN PRODUCED EACH EFI'I' "OEOT ,uWE'11/2 N2018 DME.0110312019 VITTENIAL WELDS. BECDRGLUDEOTOeEGORRE7. Q n1=5cRIPTI0N, Me MAMA SHEET AND PROVIDED FOR THE ERECTION OF STEEL AS IDENTIFIED AND DETAILED BY BDS VIRCON ONLY. nNOAccErrEOEr T„E aPrRovER. 2 iSSDED FOR APPROVAL SC 011030019 THESE DIMENSIONS SHOULD NOT BE USED TO LOCATE CONCRETE OR ANY OTHER TRADE WORKS. j A ISSUED FOR DESIGN REVIEW SC 12/1912016 STAIR 6 1111 E1015 IC MME ISTRIT_OPPALANTA ILDnOO IR 91M. 01TYG19 P.B131x"bo..