2929 PINE ST KAISER PERMANENTE 2024-12-31

A B C EX --E GENERAL BUILDING SECTION NOTES `�110 KAISER 60'-0" 60'-0" 23'-4" 1. FOR TYPICAL EXTERIOR WALL ASSEMBLY SEE FLOOR PLANS ON GA120.B-GA126.B ` / PERMANENTE &DET ON G A601, Project 1 2 3 2. FOR TYPICAL FLOOR ASSEMBLIES SEE BUILDING SECTIONS&WALL SECTIONS ONG Kaiser Permanente Everett G A341 G A341 G A341 A511-G A 515&DET ON G A602. SIM 1 ° 3. FOR TYPICAL ROOF ASSEMBLIES SEE BUILDING SECTIONS&WALL SECTIONS ON Medical Clinic Garage G A511 A511-G A515&DET ON G A602. P HEIGHT MAX 4. EXPOSED STEEL: 2929 PINE STREET Q130'-0" A, AT LOW IMPACT AREAS TO BE GALVANIZED(G-90) EVERETT,WA98201 4 to B. AT HIGH IMPACT AREAS TO BE GALVANIZED(G-90)AND RECEIVE HIGH ASI.W PERFORMANCE COATING(HC-01) IC. PRIMARY STRUCTURAL STEEL(PER WSBC 2015 SECTION 202)TO BE Prepared for _LEVEL P6 SPEC FIICATIONS O)AND RECEIVE FP-02,TROWELED SMOOTH,PER KAISER FOUNDATION I 14'-6' to 5. ALL VERTICAL CONCRETE AND CMU WHERE IT FUNCTIONS AS EXTERIOR WALL$FOR HEALTH PLAN, INC. I Q A CONDITIONED SPACE TO BE FINISHED WITH(HC-02)ELASTOMERIC COATING. LEVEL Ps NATIONAL FACILITIES SERVICES I 104'-0" 6. ALL MISC METAL EXPOSED TO THE WEATHER AND IN THE PARKING GARAGE ARE TO POST OFFICE BOX12916 BE GALVANIZED(G-90)AND RECEIVE HIGH PERFORMANCE COATING(HC-01)UON OAKLAND,CA 94604 LEVEL P4 7. REFERENCE VOLUME 1 FOR SITE DOCUMENTATION, I 93'-6" 8. REFERENCE VOLUME 1 AND 2 FOR MEDICAL CLINIC DOCUMENTATION. I _LEVEL P3 9. FOR TYPICAL ACCESSIBLE STALL DETAILS,REFER TOG A650 I83'-0" I _LEVEL P2 I 72-6" LEVEL P1.5 LEVEL P01 III III I 57 IIIIII—I I III—III—III—III—III—III—III—III—III—III—III III—III—I I I II III III III III III III III III III tr t_ II II 4 III— Hellmuth,Obata&Kassabaum,Inc. GA6n 1218 Third Avenue,Suite 500 Seattle,WA 98101 USA t+1 206 493 1771 f+1 206 493 1778 II reproduction&inteeectuel property rights reeerved 2021 BUILDING SECTION - E/W - 04 In Association Wth BUILDING SECTIONS KEYNOTES Mortensen General Contractor EX-E t n) t e/ t O) EX-E Referenced notes apply to locations indicated with sheet note symbol 10230 NE Points Drive,Suite 300 7 60'-0" 7LL 60'-0" 7 2T-11/8' Y IY. 60'-0" YL 60'-0" IY. 23'-4" Y KEYNOTE Kirkland,WA 98033 { �* NUMBER DESCRIPTION COnXteGh,Inc 1 2 3 Structural Fabricator 1 2 3 GA341 GA341 GA341 6701 Koll Center Parkway,Suite 150 G A341 G A341 G A341 P HEIGHT MAX P HEIGHT MAX n Pleasanton,CA 94566 130'-0" 130'_ I Consulting Engineers Civil t Structural Engineering 1601 Fifth Avenue,Suite 1600 ri LEVEL P6 LEVEL P6 Seattle,WA 98101 114'-6" 114'-6" to _ Mauetti MEP+FP Engineering LEVEL PS LEVEL P5 2013 4th Avenue,Suite 200 104'-0" 104'-0" Seattle,WA 98121 LEVEL P4 LEVEL P4 Key Plan 93'-6" 93'-6" to I LEVEL P3 LEVEL P3 83'-0" 83'-0" - LEVEL P2 LEVEL P2 72,-6„ 1 - 72,-b„ � to - c L-I I I7-I I I I I I I I I IO — — EVEL P1.51-1 r LEVEL P1.5 _ _ 62'-0 _ _ _ _ _ I—III—III—III—III —III 62.0" —III—III _ _ _ _ _ _ _ _ _ _ _ LEVEL P, —III—III _ _ _ _ _ _ —III—III—III—III—I —I _ LEVEL P1 _ 57'-0 57'-0" =1 1=111=1 —III=1II=III—III=III=1 1= =1 =1 =1 =1 =1 =1 =1 =1 = =1 =1 1= — =1 =1 =1 =1 =1 1= =1 1=1I1=1I1=1 1= = 1=1 =1 -1 -1 -1 III-1 -1 -1 -1 -1 =III-1 -1 -1 -1 -1 f—III III-1 -1 -1 -1 -- III-1 -1 -1 -1 I-1 — I -1 I -1 I -1 l I-1 III-1 1= Profeaalonal seals —III—III=1 I—III—III—III—III—III—III—III—III—III—III—III—III —III—III—III—III—III III—III—I 1 — I—III—III—III—III—III—III— —III—III—III—III—I —III- -III—I I I I I—III—III _ III— III—III—III—III—III—III—III—III—III—III—III =III—I III—III—III I—III—III—III—III—III—III—III—III—III—III_III—III—III—III—III—III—III—III—III—III—III 5 -III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III - 1 —III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III nsl osa 10944 REGISTERED ARCHfIECT BUILDING SECTION LEGEND: evl J.RiDDv BUILDING SECTION - E/W - 1 BUILDING SECTION - E/W - 03 STATE OF WASHINGTON 4 1116"=1'-C" 3 1/16"=1'-0" 5 No. Description Date 1 ISSUED FOR CONSTRUCTION 2021/03/19 �YX-E 60'-0, 60'-0" 23'-4" fi 23'-4" 3 FC CONFORM SET 202=18/28 60'-0" 60'-0" 4 ASI-004 2022/05/31 5 AS1023 2023/08/01 sIM 3 1 I 2 I 3 I 1 I 2 I 3 I G A341 G A341 G A341 G A341 G A341 G A341 G A512 P HEIGHT MAX _ P HEIGHT MAX 130'-0" 130'-0" � I _LEVEL P6 _ LEVEL P6 114'-6" 114'-6" I I b I _ to LEVEL P5 _ LEVEL P5 104'-0" 104'-0" II _LEVEL P4 _ LEVEL P4 I 93'-6" 93,_6" to to II _LEVEL P3 _ LEVEL P3 to 0" 83'-0" to II LEVEL P2 _ LEVEL P2 I72'-6" 72'-6" i o o LE VE ZP105 LEVEL P11 _ _ 62'-0" V III—III-- —III—III—I I�F- -III LEVEL —_ —_ _ LE SQL o1 57'- —III—III— _— I—III—III—III—I —III—III—III—III—III—I ____ —_ _— III—III—III— I—III—III—III—III—III —III—III—III—III—III III—III—I —III—I I I II I I I I—III—=_ III—III—III—III—III—III—III—III—III—III—III— I — I I—III—=III—III—III- _1—I 11—I 11—=_ I I 1—I 11—I 11—I 11—I 11—I 11—I 11—I 11—I 11—I 11-111—I 11— 1—I 11—=_ I I 1-111—I 11 —III—III—III—III—III—III—III—III—III—III—III—III—III—III — — — — — —I -III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III— KP Project No: CAP020407 1111111 I—III—III—III—III—III—III—III—III—III—III—III—III—III—I ____= 5 C:7—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III She Project No: ,9.D5DD2.D4 — — — — — — — — — — — — — — — — — — — — — — — — — — — ` City of Everett Permit Review Sheet Title —III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III— sloz� —III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III— EVERETT Status:Revisions Approved 08/07/2023 11:16:59AM BUILDING SECTIONS a 2 BUILDING SECTION - E/W -02 BUILDING SECTION - E/W -01 a THIS SET OF DRAWINGS SHALL BE ON JOB SITE AT ALL TIMES Original is 30 x42.Do not scale contents of this drawing. Sheet Number G A342