Laserfiche WebLink
LEGEND <br /> 0 1.40 1.45 1.5� <br /> , <br /> 1.55 1.60 165 1.70 1.75 <br /> O SLAB ON GRADE,SEE SHEET S268 <br /> 1 FOR SLAB ON GRADE SCHEDULE <br /> 25'-0" 25'-C 2�"-0" �_ _ 25'-O" 25"0" 25'-0" 25'-0" 25`-0" CJ CONTROUCONSTRUCTION JOINT, <br /> I I I SEE SHEET S280 FOR DETAILS <br /> 0" r6 e- , 1v " " <br /> 25 t� 12 1 , �2.52' �, 12 i "6„ <br /> CJ CJ CJ CJ CJ i CJ C.1 ! CJ CJ <br /> 7 E <br /> I 3 <br /> I I I I I I <br /> J B <br /> 1 , <br /> � <br /> 0 ( c L i 3 I 0 0 <br /> IaI S9 ( ca ® I 00 <br /> Di GENERAL NOTES <br /> E. BSA STRINGER GANTRY FOUNDATION,SEE S509 FOR MORE <br /> INFORMATION <br /> 1 <br /> 1 <br /> ICJ — ICJ ICJ I i C.J ICJ ICJ ICJ ICJ CJ <br /> _. E.25 <br /> - <br /> I <br /> I I I I I II <br /> • 3I G1 C CD a OD CONSTRUCTION NOTES <br /> O O • C.)if <br /> 1 <br /> Try ��Ei.�'�.100�_u° i1 • <br /> 1 . <br /> I I I I � <br /> II <br /> CJ C�I CJ CJ CJ CJ CJ <br /> .5 , <br /> I � I <br /> I I I 1 <br /> ® ra C1 -� <br /> Q REFERENCE DRAWINGS <br /> 0ca 1 c� a Wit` S9 c S9 ® <br /> I <br /> ill <br /> '[ ... .'':. <br /> CJ CJ CJ CJ ' CJ CJ CJ CJ CJ +° <br /> E.75 <br /> I I <br /> 1 S60-31 S5b9 1 •` <br /> • O <br /> C> S1 C7 C5 C1 • <br /> •.. <br /> �• , 100 ®i 1.3 ®i 1.7 .0 .1 4 50 4.0 <br /> • O O O I ® ...7,.: <br /> 0 Q Q Q 0 <br /> GANTRY I o 10 11 12 13 14 <br /> COLUMN <br /> I I I [ 15 16 17 18 19 <br /> 1 o Qc <br /> IOW i <br /> 20 21 22 23 24 <br /> I 1 0 -- 0 <br /> 25' 0" 12'-6 17'- "' 12'6" 12` 5" 17, 5' 25 26 27 28 29 <br /> -..lff -1 ---H . ...km^ gr- ..4*---. --.4. . <br /> CJ CJ CJ ._I CJ CJ ; CJ o / E <br /> I � F 30 31 32 33 34 <br /> I I I 1 � � <br /> 0 ///// //, o <br /> 35 36 37 38 39 <br /> j O O <br /> B I <br /> 40 41 42 43 44 <br /> ISSUED FOR ° ° <br /> I 45 46 47 48 49 <br /> CONSTRUCTION�p a <br /> o _ <br /> STRUCTURAL 50 51 52 53 54 <br /> a 0 <br /> Our difference <br /> ViVr ;10 *it is engineered. 55 56 57 58 59 <br /> vuwvv.harrisgroup.com O �' O <br /> PARTIAL LAB PLAN REVISION"B"ONLY 60 61 62 63 64 <br /> SCALE: 1/8"=1'-0" <br /> PROJECT NO: 0012630.04 i <br /> s V 0 00 0 0 ao <br /> DRAWN: RVP PROJ MGR: RLT 0 4' 8' 16' 24' <br /> • <br /> ENGINEER: AB APPROVED: RLT " <br /> SCALE: 1/8"=1'-0" <br /> CHECKED: AMW DATE: 07.09.19 <br /> DATE <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE g0 A4 DRAWN <br /> MEMACCEPTABILITY 10109114 SUBTITLE CURRENT REVISION SYMBOL DATE <br /> ��� <br /> A 777X CWC NEW BUILDING-RECORD WBS 2548317 KRW DPB 01/03/17 OF WAsk. 4„ THIS DESIGN AND/OR CHECKED SLAB PLAN W6036604 B 07.09.19 <br /> w �i' `i0 � SPECIFICATION IS APPROVED AHM 10109114 SHEET ., <br /> B BSA STRINGER GANTRY-IFC STRUCTURAL W6036604 FIG RLT 07.09.19 . ...,. ® r( , ,t, o -,- ENGINEER TITLE BSA STRINGER GANTRY <br /> Ar ,? f APPROVED BY DEPT. DATE DPB 10109114 <br /> CHECKED 1 s60.31 <br /> Ir" ;��p 53436�� r�j BUILDING 40-058 JOB NO. W2548317 COMP NO. <br /> APPROVED o <br /> ,.,�,. . .OIST�g c,�.i� s - ' . <br /> SSIONAL +nosizov APPROVED DWG NO. . <br /> STRUCTURAL MASTER COL. 1.75-3.051E-F EVERETT,WA 40-058-1S60 <br />