Laserfiche WebLink
cc <br />170' 0" <br />70' 0" 100,01, <br />60"X36"X 6" THICK CONCRETE PAD <br />FOR SECURE AIR COMPRESSOR <br />80 GALLON TANK 5 HP 230V 3 PHASE <br />110. 1' 0" <br />24' 0" 25' 0" 251010 24' 0" <br />I I I I <br />o <br />e <br />o <br />o <br />° <br />°•----------------------------------------------------- <br />• ° --------• <br />------------------------------------------------ <br />° <br />;---------------------------------------- <br />----------------• o <br />-----------------------------------------------------, <br />❑ <br />0 <br />Lo <br />22' 4" <br />23' 4" <br />23' 4" <br />1 <br />i <br />f <br />I <br />I <br />I <br />I <br />I <br />co <br />°--------------------------------------------------. <br />----------------• ° <br />—I <br />rt----------------------------- <br />rt----------------------------- <br />fi------------------------ <br />--- <br />I <br />I <br />' <br />-;---, <br />I <br />I <br />I <br />' <br />N <br />�❑ <br />I <br />I <br />19' 6" I 19' 8" <br />19' 10" <br />19, 10" I I <br />20' 4" <br />� <br />___ I <br />I I <br />I I <br />, <br />A <br />I <br />co <br />0 <br />' ----' <br />;- <br />' <br />i <br />,I <br />' '-----------------= <br />i <br />,-- I -�'----------------- <br />$---- �- �--------- <br />I <br />' -L3-- --------------- <br />�------- i -- 1 <br />i tJ---- ----------------'--- <br />'�---- I <br />�- <br />:- <br />N <br />CO <br />' 21r 5" <br />A,�' 4" <br />'fY <br />4' On' <br />O ; I <br />----------' <br />; ❑p I ❑D ; <br />I ❑D <br />---------------- <br />I � D � <br />:--------------' <br />� <br />j <br />D <br />❑ I' <br />oco <br />- <br />Lo <br />- <br />— -------------------- <br />-—t---------- <br />- — - — - — - — - — - — - — -— ---------------------�- <br />-- <br />5'0" <br />I------------------------------ <br />-- — - — - — - — - — - — - — - — - — - — - — - — <br />- — - — -- -- — - — - — - — - — - — - — - — - — <br />- — - — - — - — - — -- -- — - — - — - — - — - — <br />- — - — - — - — - — - — <br />I <br />-- <br />e 3' 8„ - of <br />oA <br />o <br />MET <br />'I <br />' <br />' <br />I <br />"co <br />I <br />, <br />N <br />co;;rzo <br />-------I --• <br />- <br />I- <br />F <br />; <br />0 <br />e <br />0 <br />o <br />. ❑ <br />0 <br />I o <br />0 <br />0 <br />0 <br />0 <br />o <br />0 <br />I <br />e <br />0 <br />1 <br />o <br />��� <br />i ■ - <br />M I -- - - - - -- co■ <br />- <br />O ■ <br />N ■■■ iI ■■■ <br />j14' 6s/8' 11 1 20' 5'/" <br />2' 0" 1- T 0" <br />16' 4" <br />2' 0° <br />151' 8" <br />175' 0" <br />DUE TO STEEL BUILDING DRAWINGS WERE NOT PROVIDED AT TIME OF THESE DRAWINGS <br />OUR COLUMN LOCATIONS WERE PLACED BASED ON OUR DRAWINGS. THE ACTUAL SIZE FOUNDATION PLAN 3/ 16" = 111011 <br />AND LOCATIONS TO BE VERIFIED BY STEEL BUILDING MANUFACTURE. FOUNDATION DESIGN <br />IS BASED ON COLUMN LOCATIONS SHOWN. IF LOCATIONS ARE CHANGED THE ENGINEER OF <br />RECORD MUST BE NOTIFIED TO VERIFY FOUNDATION PADS. THIS MAY CAUSE ADDITIONAL <br />FEES. <br />❑A <br />0 <br />4' 0" <br />48"X48"X12" DEEP WITH 5 - # 5 REBAR EACH WAY <br />FBI <br />0 <br />6' 0" <br />Aft <br />72"X72"X12" DEEP WITH 7 - # 5 REBAR EACH WAY <br />30"X30"X12" DEEP WITH 3 - # 5 REBAR EACH WAY <br />❑D <br />0 <br />51011 <br />60"X60"X12" DEEP WITH (6) #5 REBAR EACH WAY <br />31011 <br />36"X36"X12" DEEP WITH 4 - # 5 REBAR EACH WAY <br />4" SLAB AT OFFICE AREAS, COVERED ENTRY <br />AND 6" AT WAREHOUSE. ALL CONCRETE TO BE <br />MINIMUM 2500 PSI WITH WIRE MESH OVER 6 MILL <br />VISQUEEN OVER CLEAN COMPACT TERMITE <br />TREATED SOIL <br />a <br />6" 2' 0" <br />24" WIDE X12" DEEP FOOTING WITH 3 - # 5 REBAR <br />4" SLAB .ALL CONCRETE TO BE MINIMUM <br />2500 PSI WITH WIRE MESH OVER 6 MILL <br />VISQUEEN OVER CLEAN COMPACT TERMITE <br />TREATED SOIL <br />C <br />--------------- <br />6" 2' 0" Cn <br />24" WIDE X12" DEEP FOOTING WITH 3 - # 5 REBAR <br />my <br />r� <br />cal <br />d1 I � <br />0 <br />U VMS <br />Z <br />IL <br />IL <br />4 ul <br />IL J <br />ul�o-0 <br />-aoc <br />w <br />Q <br />a <br />z <br />W <br />0 <br />oCb <br />A CO <br />O O <br />i <br />m <br />Z <br />O <br />T- <br />o <br />04 <br />A <br />0 <br />HZ <br />ti <br />r- <br />11, <br />Cb <br />r- <br />m <br />O0 <br />Q <br />w <br />N� <br />L.L <br />O <br />O <br />Q <br />U <br />� <br />LL <br />J <br />Z <br />Q <br />0� <br />O <br />J_ <br />= <br />w <br />LL <br />U <br />< <br />J <br />Q <br />Q <br />J <br />J <br />LL <br />Z <br />a <br />J <br />O <br />O <br />_ <br />Z <br />(n <br />O <br />w <br />_ <br />U <br />a— <br />U <br />Q <br />O <br />LL <br />o <br />w <br />N <br />a- <br />Of <br />w <br />Z <br />O <br />CU <br />ARKAY ENGINEERING INC. <br />STRUCTURAL ENGINEE <br />RICHARD L. KIDDE P.E. <br />FLORIDA LICEN NUMBER 37296 <br />1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS <br />WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION <br />ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE <br />FLORIDA BUILDING CODE 2017 6TH ADDITION AND ASCE 7-10 <br />FOR 139 MPH WIND ZONE RISK CATEGORY 11 <br />ARKAY # 17915 <br />