Laserfiche WebLink
w • <br /> , <br /> LEGEND <br /> SEE SHEET 52.2 FOR LEGEND AND <br /> ABBREVIATIONS. <br /> 25.-0" _ 25.-0" _ 25.-0" _ 25.-0" 25.-0" 25'-0" _ 25"-0" 25.-0" _ <br /> ) (3 25 (5 Q.75 ( (4.25 <br /> �� �75 GENERAL NOTES <br /> 1. CONTRACTOR TO FIELD VERIFY EXISTING <br /> --- DIMENSIONS AND CONDITIONS AS REQUIRED <br /> I PRIOR TO FABRICATION/CONSTRUCTION. <br /> _ I _ oL211 <br /> B-z (I� I �_� `q ._ I /-7/ / 2. COORDINATE STRUCTURAL WORK WITH <br /> �/ ARCHITECTURAL, MECHANICAL AND ELECTRICAL <br /> a DRAWINGS. <br /> 3 STRENGTHEN BEAM PER DETAIL 4/S420. <br /> J O3Si1 S216 - �-> STRENGTHEN BEAM PER DETAIL 2/S437. <br /> o \6,ssi0 ry l'N o 7-> ALIGN NEW HANDRAIL WITH EXISTING HANDRAIL <br /> 0 I POSTS. VIF PRIOR TO STEEL FABRICATION. SEE <br /> 3 �1 6� N 3/5437. <br /> • <br /> C12x30 2� _ <br /> 6 > TOP OF PCATWALKSE LFLOORA DPLATEN TSHALL ALIGN <br /> A - 3611 543� EITH T038 o0"3T VIF. SEE A/S437 CATWALK <br /> "1 3S11 S .1 17 <br /> Q <br /> I <br /> � 3511 S437:I7ABV. 3511 S <br /> / 3 I II7TiJ_ <br /> 8-20 B-20 I f CA- <br /> n�A <br /> SIM. \, I <br /> . ,jl ,-20 BLW. <br /> 35115470• <br /> I' i REFERENCE DRAWINGS <br /> �� 1 'lir <br /> 3S1 I'S437 J 5 B-/i DENOTES A STEEL BEAM, SEE DETAIL 1/5261 <br /> 5/16" RAISED PATTERN BFOR SCHEDULE. <br /> m FLOOR PLATE. SEE 3511 S ry��. 2, 0�ry _ ., ,..,,.'I I I,1 <br /> w CONSTRUCTION NOTES <br /> m 8 & 9 013S711 5437 6 <br /> 61 6 P_I�0 3517 m m m m - CONSTRUCTION NOTES <br /> PIPING PER MECH •' ( : 1. CODES AND SPECIFICATIONS: <br /> _ C12x30 ABV. 3511 5437 <br /> ti INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION <br /> STANDARD HANDRAIL 3S�S43� C12x30 -( AISC 360 "SPECIFICATIONS FOR STRUCTURAL STEEL 1 <br /> W/ EXP. METAL& oI _ C12x30 ,y } \ BUILDINGS" <br /> KICK PLATE, 3-SIDES ;E B-2 8-2 \ / 7{y_ <br /> t- z 1 I 2. DESIGN FLOOR LOADS FOR CATWALK = 40 PSF (R) + <br /> ❑ A { -1 300 LB CONCENTRATED LIVE LOAD <br /> I <br /> 3S). S2 3511 5437 14�// 3. STEEL MATERIALS: <br /> CHANNELS (C), ANGLES (L)AND PLATES (PL):ASTM A36 <br /> a STRUCTURAL BOLTS: ASTM F 3125, GRADE A 325 <br /> WELDING ELECTRODES: 70 KSI, LOW HYDROGEN <br /> 0f RAISED PATTERN FLOOR PLATE: ASTM A786 <br /> 7 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 /> 6. SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER <br /> PRIOR TO FABRICATION OR CONSTRUCTION. <br /> 7. WORK SHALL BE PERFORMED IN AN APPROVED <br /> FABRICATION SHOP. I a <br /> 8. RAISED PATTERN FLOOR PLATE SHALL BE WELDED TO 1 <br /> ALL SUPPORTS ACCORDING TO THE FOLLOWING: <br /> o 3/16 FILLET WELDS 2-INCHES LONG AT 6 INCHES ON 1 <br /> CENTER AT ALL EXTERIOR EDGE BEAMS AND SUPPORTSIn Q <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 BB 1 <br /> y o ci) <br /> PARTIAL THIRD FLOOR PLAN =! CO <br /> (T.O. STL. ELEV. 137'-1") 0 1311= Q <br /> SCALE: 1/8"=1'—O" 0 <br /> . - 0 <br /> • <br /> KEY PLAN BLDG. 40-051 N <br /> . . L 4_ <br /> • ISSU€D FOR <br /> 6015HAveDDe,Suite 1600 CONSTRUCTION 4' 2' 0 4' 8' 12' 20' <br /> ' Seattle,WA 98101 IN MOO <br /> 206.622.5822 DESIGN BY KPFF DATE 06.27.2022 ■ ■ <br /> www.kpff.com <br /> DRAWN DAIS SUBTITLE CURRENT REVISION SYMBOL DATE <br /> srkl RENBION BY APPROVED DATE SAM REVISION BY APPROVED DALE *NMI y ...ACCEPTABILITY M.CAVANESS 06.05.2012 PARTIAL THIRD FLOOR PLAN W5523782 -8 06.27.2022 <br /> '\ of usy, O THIS DESIGN AND/OR CHECKED <br /> A SEISMIC UPGRADES-RECORD SET 11519430 DEC DG 10.01.2015 tiv�� 0�.� SPEGFlCATION IS APPROVED. C.ASH 06.05.2012 SHEET <br /> • B 767 VERTICAL PAINT BOOTH VENTILATION-PHASE 2W5523782 KPFF ERG 06.27.2022 - • <br /> ® 5 3 APPROVED BY DEPT. DALE EN IN PL 0Rr o6.os.2012 TTLIE 767 VERTICAL PAINT BOOTH VENTILATION PHASE 2 <br /> 0)LAiir47EZAW t� . J.AHLP 3S 11 <br /> v :2 � oPROOVE n os.o52otz - oeNo. W5523782 COMP 4o-051-3S11, <br /> <. icy' e 2 <br /> ._.`. _.. — _ t.... .c. oA .r. .. --..-. APPROVED <br />