Laserfiche WebLink
LEGEND <br /> 1.35 1.40 1.45 1.50 \_1.55 (.6C 1.65 1.70 1.75 <br /> OSLAB ON GRADE,SEE SHEET S268 r <br /> FOR SLAB ON GRADE SCHEDULE <br /> 25'0" 26-0" 5 25'-0" 25' 0" 25`-0" <br /> , . _ _ ,_,� ,.„ _ — _w _._ .. _, ... _ V. ., . __ _ CJ CONTROUCONSTRUCTION JOINT, <br /> SEE SHEET S280 FOR DETAILS <br /> 25-0' 12'-6" 12`-11 12 6t, 1 'µ6„ 12' 6' <br /> CJ —.. CJ CJ C — CJ CJ 4-J~-~--- : <br /> CJi? - F <br /> - - - t - - I - -t- - - - - - <br /> F.03 <br /> � <br /> t <br /> i <br /> t <br /> I moo <br /> HMOs 1 <br /> - 1 , ,_,._} <br /> 4 I 0 ...,. <br /> O I ► 0 C..) ® I ® GENERAL NOTES <br /> I B low STRINGER FORMING FOUNDATION,SEE S515 SHEETS FOR MORE <br /> i <br /> INFORMATION. <br /> 1 -00 <br /> BSA STRINGER GANTRY FOUNDATION,SEE S509 FOR MORE <br /> I 1 I I © INFORMATION. <br /> I I <br /> C CJ CJ CJ <br /> ICJ€ tCJ 1 CJ g _ CJ t F.25 <br /> II <br /> 1 <br /> I I <br /> I I ► I CONSTRUCTION NOTES <br /> ® c ID <br /> -a 0 ® i EW ® sa <br /> C) a ® c S3 , <br /> t TiS AB I LE! JO-�t. Y <br /> jr_ <br /> C,� I CJ CJ <br /> CJ CJ CJ C:1 _ I F.5 <br /> . <br /> Ai � I <br /> mi <br /> 1S60-36 SE 09 <br /> I <br /> t _ _ I i I I , I F.58 <br /> • <br /> =6p-,I REFERENCE DRAWINGS <br /> 0 I® c S1 a e aC) D <br /> C) 11 I D <br /> t I I I I GANTRY I I1 <br /> 1I <br /> , COLUMN <br /> (TYP) 1 . <br /> 1 Ci CJ CJ Cl Cl CJ F.75 <br /> CJ CJ — — <br /> NUll 1 I <br /> to SO 11 <br /> o <br /> CO3 I <br /> I U s G � i� SO a 1) <br /> I I I i <br /> I <br /> I ISO JC1N I i t <br /> 1 _ 1 <br /> �� 13 1.3 ® 50 4.0 <br /> o I - S1 • ,...., <br /> 1® 0 10 11 12 13 14 <br /> I I O <br /> ) � I ° 15 16 17 18 19 <br /> I M. g <br /> I <br /> ' t d <br /> I I RO- 35_' 11 . 1 I I I t 0 0 <br /> B — I . - <br /> I 20 21 22 23 24 <br /> I <br /> 0 0° <br /> r __ -_ _ _..___.. .::.._ _.-. .... ____ __� __�__ �_________ _ _-_ __ ___.___ ._.___.. ______ __._.... __..� __._._ __- -_ --- 25 26 27 28 29 <br /> I <br /> O <br /> CJ CJ CJ CJ CJ ( ._.._ ..._ . ..�_ .. ._ __ . .... : .._.._ r (j 30 31 32 33 34 <br /> Cif ` "'---_ ......_ ....,_ ......... ...._____ _.. ..__y... . - - _.. . . .. .. ... �_._. -.. ,. ....T.. .. -: _..... <br /> i I I ° J• 0 <br /> I <br /> _ <br /> i __ I 35 j36/// 37 38 39 <br /> . 0 - /// A <br /> - 0 <br /> • ,, ,, <br /> 40 41 42 43 44 <br /> i <br /> ISSUED FOR � � <br /> 1:: <br /> ` S U 45 46 47 48 49 <br /> CONSTRUCTION o _ o ` <br /> STRUCTURAL 50 51 52 53 54 <br /> �7 I[�J�+ V V9 O O <br /> " Our difference <br /> I is engineered. 55 56 57 58 59 <br /> L <br /> , www.harrisgroup.com <br /> PARTIAL SLAB PLAN 60 61 62 63 64 •liatifSialOttpl REVISION"B"ONLY •r <br /> SCALE: 1/8"=1'-0" PROJECT NO: 0012630.04 �� 13 ,.a g ,.� ®° 0 0 0 40 <br /> DRAWN: RVP PROJ MGR: RLT 0 4' 8' 16' 24' <br /> I ENGINEER: AB APPROVED: RLT <br /> SCALE: 1/8"=1'-0" <br /> l CHECKED: AMW DATE: 07.09.19 <br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE �gO M. T,, ACCEPTABILITY MHECKED 10l09/14 SLAB PLAN w6o36604 B 07.09.19 <br /> A 777X CWC NEW BUILDING-RECORD WBS 2548317 KRW DPB 01/03/174,4: . THIS DESIGN AND/OR <br /> S � SPECIFICATIONISAPPROVED` AHM 10109114 SHEET <br /> B BSA STRINGER GANTRY IFC STRUCTURAL W6036604 HG RLT 07,09:19 ® r, APPROVED BY DEPT. DATE DPBNEER 10/09/14 TITLE BSA STRINGER GANTRY 1 <br /> fill - CHECKED 1 s <br /> 6 0...3 6 <br /> APPROVED BUILDING 40-058 JOB N0. COMP NO. <br /> W2548317 0 <br /> APPROVED DWG NO. <br /> 7/09,201< STRUCTURAL MASTER COL. 1.35-1.701GH EVERETT,WA 40-058-1S60 <br />