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3795 Correia Dr (2)
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3795 Correia Dr (2)
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Last modified
2/26/2025 10:53:25 AM
Creation date
2/19/2025 8:17:04 AM
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Building Plans
Street #
3795
Location
Correia Dr
Contractor
Ryman Construction
Building Plans - Permit #
20939
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BUILDING EAVE HEIGHT <br />20' 9" @ THIS SIDE OF BUILDING — <br />19, 0 3/4" TOP OF OPENINGS <br />12' 0 3/4" MEZZANINE FINISH FLOOR <br />BOTTOM OF MEZZANINE <br />,010.1 FLOOR JOIST SYSTEM <br />BUILDING EAVE HEIGHT <br />@ THIS SIDE OF BUILDING <br />22' 0" <br />TOP OF OPENINGS 19' 0 3/4" <br />MEZZANINE FINISH FLOOR 12' 0 3/4" <br />BOTTOM OF MEZZANINE <br />FLOOR JOIST SYSTEM <br />6i <br />10' 0" <br />— <br />Q <br />0 <br />Z <br />O <br />TOP OF OPENINGS 8' 0" <br />> <br />— <br />Lll <br />Co <br />eM <br />co <br />O <br />r� <br />ck) 0 I'm <br />0 <br />?�0 u <br />Z 0 <br />Z C. <br />,u 8ilf <br />} <br />ul <br />as <br />SECURE PSL POST TO FLOOR WITH SIMPSON <br />O <br />Go <br />1l_ <br />LTT20B TIE DOWN, FILL NAIL HOLES TO POST <br />WITH 10DX1 1/2" NAILS AND TO FLOOR WITH <br />m <br />5/8"X6" EXPANSION BOLT <br />m <br />Ncb <br />c+* <br />Z <br />o <br />Z <br />0' 0" <br />BUILDING FINISH FLOOR <br />BUILDING FINISH FLOOR 0' 0" <br />a <br />p <br />H <br />p <br />O <br />— <br />CUT BUILDING SEC ON ,& <br />NOT T SCALE <br />12 <br />1 <br />� <br />BUILDING EAVE HEIGHT <br />22' 0" <br />@ THIS SIDE OF BUILDING <br />- <br />w <br />BUILDING EAVE HEIGHT <br />R-19 FIBERGLASS INSULATION INSTALLED CONTINUOUS ETWEEN @ THIS SIDE OF BUILDING 20' 9" <br />PURLING THEN SECOND LAYER R-11 INSULATION INST LED ON TOP — <br />OF PURLING THE OPPOSITE DIRECTION WITH TOTAL 0 INSULATION <br />n/ <br />O <br />19' 0 3/4" <br />TOP OF OPENINGS <br />TOP OF OPENINGS 19' 0 3/4" <br />O <br />co U <br />Q <br />Q <br />LL <br />J <br />Z <br />� <br />O <br />J <br />=W <br />J <br />LL <br />U <br />U <br />R-13 FIBERGLASS INSULATION <br />< <br />� Q <br />Q <br />R-13 FIBERGLASS INSULATION STORAGE AREA 42" HIGH RAILING WITH BALUSTERS <br />LL <br />^J <br />Z <br />J <br />PACED MAXIMUM 4" APART TYPICAL <br />ALL AREAS <br />' ^ <br />v <br />O ^ <br />L•L <br />T <br />.L <br />ih do <br />Z <br />v, <br />3/4" T&G PLYWOOD GLUED AND <br />NAILED 4" OC WITH 101) NAILS <br />�v <br />; <br />•�• <br />12' 0 3/4" <br />MEZZANINE FINISH FLOOR <br />FLOOR TRUSS GIRDER NOTE: MEZZANINE FINISH FLOOR 12' 0 3/4" <br />— <br />U <br />� � <br />N <br />SECURE FLOOR GIRDER TO STEEL COLUMN ALL AREAS IN WAREHOUSE IS H-3 HAZARDOUS AREA <br />Q <br />O <br />BOTTOM OF MEZZANINE <br />WITH SIMPSON LSTA24 FLAT STRAP. USE 1/4"X1" BOTTOM OF MEZZANINE <br />^ <br />1••� <br />10' 0" <br />FLOOR JOIST SYSTEM <br />SDS SCREWS IN COLUMN AND 10DX1 1/2" NAILS DUE TO CHEMICALS USED IN PRODUCTS MANUFACTURED JOIST SYSTEM n 10, 0" <br />— <br />_FLOOR <br />IN GIRDER AND BOTTLED IN THESE AREAS <br />W <br />24" DEEP WOOD FLOOR TRUSSES 16" OC <br />NZ <br />I.L <br />8' 0" <br />TOP OF OPENINGS _ <br />4" SQUARE STEEL COLUMN <br />U <br />0' 0" BUILDING FINISH FLOOR <br />CUT BUILDING SECTION <br />NOT TO SCALE <br />BUILDING FINISH FLOOR 0.0. <br />ARKAY ENGINEERING !NC. <br />STRUCTURAL ENGINEER <br />RICHARD L. KIDDE P.E. ` <br />FLORIDA LICENS 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 />
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