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LEGEND <br /> SEE SHEET S2.2 FOR LEGEND AND <br /> ABBREVIATIONS. <br /> 25'-0" 25'-0" 25'-0" 25.-0" 25'-0" 25'-0" 25.-0" 25.-0" <br /> 4 (4 25 3.5 V75 �\ (4 25 45 (4 75 GENERAL NOTES <br /> I 1. CONTRACTOR TO FIELD VERIFY EXISTING <br /> DIMENSIONS AND CONDITIONS AS REQUIRED <br /> y PRIOR TO FABRICATION/CONSTRUCTION. <br /> ❑ — .51 <br /> I - � - �I� ��' I (\ 12. COORDINATE STRUCTURAL WORK WITH <br /> 1// ARCHITECTURAL, MECHANICAL AND ELECTRICAL <br /> I DRAWINGS. <br /> Q 3 STRENGTHEN BEAM PER DETAIL 4/S420. <br /> 35115216 1O 0 14 > STRENGTHEN BEAM PER DETAIL 2/S437.—0 ti 2i Fl1 0 ( � ALIGN NEW HANDRAIL WITH EXISTING HANDRAIL <br /> W�� 6, 9 d I N 3/S437 I POSTS. VIF PRIOR TO STEEL FABRICATION. SEE <br /> C12x30 _ J r <br /> © -> TOP OF CATWALKS FLOOR PLATE SHALL ALIGN <br /> A WITH TOP OF STEEL OF ADJACENT CATWALK <br /> 3511 S43 • II <br /> EL = 138'-0"f VIF. SEE A/5437. <br /> " 11 S i <br /> > 35 �II Q <br /> I14 JJcI�lc�!+��II <br /> / 3"i117c7 3511 S437 70 B-20 <br /> �SIM. �, a tO,t •-20 BLW. HP-) <br /> N 35115410 lopb m �ii° II \ 4 REFERENCE DRAWINGS <br /> 5437 I°' EW <br /> = 5/16" RAISED PATTERN 3511\7 II g .T B-# FFOROTES A SCHEDULEEEL BEAM, SEE DETAIL 1/5261 <br /> I^ FLOOR PLATE, SEE F'I `tip 2i O� o <br /> w CONSTRUCTION NOTES III 5437 6 I CONSTRUCTION NOTES <br /> In 8 & 9 pF0C��I_ 3571 5437 n jx - j0 N <br /> ZrZ m m m m <br /> PIPING PER MECH / ;- l��I�re O 1. CODES AND SPECIFICATIONS: • <br /> x C12x30 ABV. y 3511 5437 <br /> ti E INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION <br /> STANDARD HANDRAIL 3511 S43 .. C12x30 -( AISC 360 <br /> 8 - - W/EXP. METAL& / C12x30 \ -C) B ILDNGS'•"SPECIFICATIONS FOR STRUCTURAL STEEL <br /> r'C <br /> KICK PLATE, 3-SIDES < B-2 B-2 I I_ 2 300 LB CONCENTRATED LIVE LOAD CATWALK. DESIGN FLOOR LOADS FOR = 40 PSF (R) + <br /> A g\1 <br /> 3S71 Sz 3S71 5437 KW 3. STEEL MATERIALS: <br /> CHANNELS (C), ANGLES (L) AND PLATES (PL): ASTM A36 <br /> a STRUCTURAL BOLTS: ASTM F 3125, GRADE A 325 <br /> CI 0 WELDING ELECTRODES: 70 KSI, LOW HYDROGEN <br /> RAISED PATTERN FLOOR PLATE: ASTM A786 <br /> • <br /> 0 4. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC <br /> .n AND AWS STANDARDS, AND SHALL BE PERFORMED BY <br /> N AWS-CERTIFIED WELDERS. <br /> 5. ALL STEEL SHALL HAVE ONE COAT OF YELLOW ZINC <br /> CHROMATE PLUS TWO FINISH COATS TO MATCH <br /> SURROUNDING STRUCTURE. <br /> I 6. SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER <br /> BAr PRIOR TO FABRICATION OR CONSTRUCTION. <br /> 7. WORK SHALL BE PERFORMED IN AN APPROVED <br /> FABRICATION SHOP. <br /> 8. RAISED PATTERN FLOOR PLATE SHALL BE WELDED TO <br /> ALL SUPPORTS ACCORDING TO THE FOLLOWING: <br /> o 3/16 FILLET WELDS 2-INCHES LONG AT 6 INCHES ON <br /> iI CENTER AT ALL EXTERIOR EDGE BEAMS AND SUPPORTS <br /> N <br /> 9. RAISED PATTERN FLOOR PLATE THICKNESS ASSUMES A <br /> MAXIMUM SPAN OF 4'-6". CONTRACTOR TO FIELD <br /> VERIFY EXISTING DIMENSION AND NOTIFY ENGINEER IF • <br /> DIMENSION EXCEEDS MAX SPAN. <br /> MATCH LINE \ 1 <br /> 4 © 4 <br /> 3 - 0 <br /> — alIN <br /> PARTIAL THIRD FLOOR PLAN -- <br /> (T.O. STL. ELEV. 137'-1 ") N EOM O <br /> SCALE: 1/8"=1'-0" © Q, <br /> — 0 <br /> kryff KEY PLAN BLDG. 40-051 <br /> --- ISSUED FOR r. <br /> 16015111 Avenue,Suite 1600 CONSTRUCTION 4' 2. 0 4' 8' 12' 16' 20' <br /> Seattle,WA 98101 <br /> 206.622.5822 DESIGN BY KPFF DATE 06.27.2022 <br /> www. .corn <br /> SYM REVISION BY APPROVED 0.41E 5YM REVISION BY APPROVED - DATE DRAWN DATE SUBTITLE .•: ._ CURRENT REVISION SYMBOL B DATE .. . <br /> OB.1 E ACCEPTABILITY M.CAVANESS 06.05.2012 W5523782 06.27.2022 <br /> A SEISMIC UPGRADES-RECORD SET 11519430 DEC DG 10.012015 - b�roe .1. 00 THISCIFI DESIGN AND/OR PPRO PARTIAL THIRD FLOOR PLAN <br /> �5e Ie� B, SPECIFICATION IS APPROVED C.ASH 06.05.2012 SHEET <br /> 8 767 VERTICAL PLANT BOOTH VENTILATION-PHASE 2W5523782 KPFF EHG 06.27.2022 BOE//VG® 4 ' . "�+ _, ' APPROVED BE DEPT. DATE J-ANL PORT 06.05.2012 T. WEE 767 VERTICAL PAINT BOOTH VENTILATION - PHASE 2 �C <br /> ��/ ,k y �` A. C. _ .LOB No. J cw.1Ry;o. <br /> .. ..G•: \:: y YC .�Z: . „1.._...- , v46I APPROVED l'+N.°k <br /> 06 05 2012 <br /> .._.. .; XJ",' ._D,_MALEZ_ . 01,05.2.012: �1 B wss237a2 do:os1— 1i <br /> ... _... , ._ ._.: ,.-_: .,. _.._ I-. _>•-, ...-,.,r^;'�0• . . _ 'use._ _ _ .. ..._- ..... - •----- -. .._._-- -- - - .. - -- — .. <br />