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E 2'-6" 2-6 KA.ISER <br /> CORNER BAR ri1 F 10144 PERMANIENTEo, <br /> ,8 Project <br /> soo FIN FLR Kaiser Permanente Everett <br /> Specialty Center <br /> STD HOOK <br /> 2930 MAPLE STREET <br /> EVERETT,WA 98201 <br /> I I <br /> I I q^ TRANSVERSE REINF Prepared for <br /> I INTERSECTION <br /> KAISER FOUNDATION <br /> BAR HEALTH PLAN, INC. <br /> I <br /> I I <br /> I I <br /> I I <br /> NEW FTG <br /> I I <br /> (3)#4x2'-6"W/6" <br /> EMBED HILTI HY200 180°HOOKS <br /> EXTEND LONGITUDINAL EX FTG <br /> REINF THROUGH <br /> I INTERSECTION <br /> SECTION _V <br /> PLAN VIEW <br /> ELECTRICAL ROOM WALL ELEVATION TYPICAL FOOTING CORNER TYPICAL INTERSECTION OF NEW & EX FTG TYP CONCRETE WALL DETAILS <br /> 1 4"_ 2 - . 3 = ._0„ 4 NO SCALE <br /> 8"CONC WALL _ 8"CONC WALL <br /> WALL REINF PER #5 @ 12"OC VERT# Hellinuth,Obata&Kassabaum,Inc. <br /> ::- 8/P1 S002 -----__ 5 @ 12"OG HORIZ1218 Third Avenue,Suite 1315 <br /> EX PT SLAB EX PT SLAB Seattle,WA 98101 USA <br /> t+1 206 493 1771 f+1 206 493 1778 <br /> i4 FIRE CAULKING PER ARCH t.; FIRE CAULKING PER ARCH <br /> -= DOWELS TO MATCH DOWELS TO MATCH all raorodooron s ntelloctual Property rights rasanad <br /> WALL REINF WALL REINF 20 <br /> HORIZ REINF PER 6/P1 S002 #4 HORIZ In Association with <br /> EX PT BM BEYOND 2"GAP BELOW PT BM 8"SOLID GROUTED CMU #4 @ 18"OC,EW <br /> -- ISOLATION JOINT ISOLATION JOINT Mortenson <br /> 1/4"0 DBA @ 16"OC COORD HORIZ REINF PER EL WITH RIGID JOINT WITH RIGID JOINT General Contractor <br /> LENGTH AND LOCATION #4 @ 24"OC VERT FILLER STRIP io FILLER STRIP 10230 NE Points Drive,Suite 300 <br /> W/MASONRY LAYOUT 5"EMBED fN Kirkland,WA 98033 <br /> T/CONC WALL HILTI HY-200 <br /> FIRE PROOFING Cg 2-12 T/SLAB T/SLAB ConXtech,Inc <br /> PER ARCH <br /> Dz <br /> trucwre a ncamr <br /> z O HSS HEADER PER EL 6701 Koil Center Parkway,Suite 150 <br /> WALL REINF PER ._,.... ., ,._. Pleasanton,CA 94566 <br /> 8/P1 S002 T/EX FTG ] - T/FTG <br /> - #4 @ 16"OC ALIGN WITH EX KPFF Consulting Engineers <br /> TRANSVERSE Civil t Structurel Engineering <br /> 6"EMBED HILTI - _? 1601 Fifth Avenue,Suite 1600 <br /> HY-200 O Seattle,WA 98101 <br /> B/FTG B/FTG <br /> LONGITUDINAL ��� � MEP+FP Engineering <br /> ,,4„ 2013 4th Avenue,Suite 200 <br /> Seattle,WA 98121 <br /> STEEL LINTEL DETAIL TYPICAL HEAD OF WALL DETAIL CONCRETE WALL AT EX FTG DETAIL CONCRETE WALL AT NEW FTG DETAIL Key Plan <br /> 7 <br /> EX PT SLAB <br /> F <br /> tv FIRE CAULKING PER ARCH <br /> FIN GRADE SEE DETAIL 5/P1 S002 <br /> FOR INFO NOW SHOWN <br /> L4x3x,/4 LLV W/(2) 19-W-4 3/4"xi/8" CMU WALL <br /> GALV GRATING 2 1/2"Ox4" <br /> 1/2"0x31/4"EMBED 1'-3" 2" () <br /> HILTI KB- SS-SS @ 6"GA (2)#4 r EA WAY WHS @ 16"GA DBA PER DETAIL 5/P1 S002 Profe..kmal Seals <br /> J HSS w/CAP PL 1CN A RD <br /> EX FTG --------------- <br /> c,�ee wn spay G� <br /> y <br /> N <br /> 4"HILTI HY-200 42 #4x,'-8"HORIZ @ 24"OC e 4 <br /> (2)#4 VERT <br /> 1 3g013 ♦� <br /> c TGRA � � <br /> FILL W/CDF o oessroxnL Ee� VIP <br /> 1 NEW CONDUIT #4x2'-6"DOWEL W/4" <br /> EMBED HILTI HY-200 '- 1 1/2" <br /> A5^ L6X6X3/8X0'-8" No. Description Data <br /> W/3/4"Ox5"WHS SITE PREP#1 ELEC SVCS-PERMIT SET 2020/03/18 <br /> NOTES: <br /> `�--- 1. BUILD KNOCK-OUT PANEL TIGHT CONC WALL <br /> TO ADJACENT CONC WALL. <br /> T/SLAB <br /> SUMP DETAIL EX FOOTING DETAIL AT CONDUIT ENTRY MASONRY KNOCK—OUT PANEL STEEL HEADER BEARING DETAIL <br /> 9 _ 1 0 NO SCALE 11 NO SCALE 12 0" <br /> 1/4 4 <br /> 114V 4 <br /> EX PT FRAMING <br /> r6" <br /> #4 @ 18"Oc CLEAN SURFACE PRIOR <br /> AROUND PERIMETER TO CONC POUR <br /> 1/4 q OF PAD 3'-0"OC <br /> CONCRETE PAD MAX 6"MAX <br /> 3"MIN <br /> EX PT SLAB <br /> SEE MECH,ELECT BOND BM i�1 FIRE CAULKING PER ARCH 2 0" <br /> m <br /> AND ARCH(9"MAX) 3 1/2"HILTI HY-200 <br /> eRECESS <br /> 1M #4x @ 16"OCLE IN NONSHRINK L4X4X3/8x0'-10"W/(2) <br /> 000 PSI)IN 1 1/2" 5/8"0x5"EMBED HILTI #4 @ 12"OC EW (2)#4 HORIZ EXTEND 2'-0" <br /> N TOP OF CMU KB-TZ-SS @ 6"GA EQUIPMENT PADS PAST DOOR JAMB <br /> USE LINTEL KP Project No: eAPo2oao7 <br /> 0'-10"LLV BLOCKS AT <br /> W/(2)5/8"Ox5"EMBED NOTES: BOTTOM,DO AT CORNER AT INTERSECTION AT END HOK Project No: 19.05002.00 <br /> HILTI KB-TZ-SS @ 7"GA 1. EQUIPMENT PAD SIZE TO BE 6"LARGER THAN EQUIPMENT IN EACH DIRECTION,UNLESS NOTED NOT USE BOND Sheet Title: <br /> OTHERWISE.COORDINATE EXACT SIZE AND LOCATION OF CURB AND PADS WITH EQUIPMENT BM BLOCKS <br /> PROVIDED. 2"CLEAR CING <br /> z BTWNHORZABARS TRANSFORMER <br /> Q. <br /> NOTES: O VAULT STRUCTURAL <br /> 1. LOCATE ALL EXISTING REINFORCING AND PT TENDONS IN EXISTING BEAM PRIOR TO <br /> DRILLING HOLES. LOCATE ANCHORS TO MAINTAIN X CLEAR FROM ALL REINFORCING DETAILS <br /> AND PT TENDONS. <br /> 2. COORDINATE WELDMENT OF PULLING IRON TO UNDERSIDE OF BEAM WITH ARCHITECT. <br /> original is 30.a2.Do na soaio--is or this drawing. <br /> lb PULLING IRON SUPPORT BEAM DETAIL �TTYP�ICAL EQUIPMENT PAD MASONRY LINTEL DETAIL TYPICAL MASONRY DETAILS Sheet Number <br /> 13 = .,-0„ 1 15 = 14 NO SCALE P 1 S 0 0 2 <br /> L <br />