3003 W CASINO RD BLDG 40-51 2023-04-06

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