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jr <br />0 <br />ro <br />8" X 24" X24' <br />COLUMN WI <br />REBAR POU <br />PSI CONCRE <br />LOCATION <br />P-1 <br />5.25"X 5.25" PSL POST IN WALL AT 2 LOCATIONS IN <br />WALL UNDER STEEL BOX HEADER. STRAP HEADER <br />TO POST WITH 1-SIMPSON LSTA24 FLAT STRAP WITH <br />1/4"X1"SDS IN BOX BEAM AND 10DX1 1/2" NAILS IN POST <br />P-2 <br />7"X 7" PSL POST IN WALL AT 2 LOCATIONS IN WALL <br />UNDER FLOOR GIRDER. STRAP GIRDER TO POST <br />WITH 1-SIMPSON LSTA24 FLAT STRAP WITH 1/4"X1" <br />SDS IN GIRDER AND 10DX1 1/2" NAILS IN POST <br />P-3 <br />5.25"X 5.25" PSL POST IN WALL AT 3 LOCATIONS AS SHOWN <br />WITH BOX BEAM HEADER. STRAP HEADER TO POST WITH <br />1-SIMPSON LSTA12 FLAT STRAP WITH 1/4"X1"SDS IN BOX BEAM <br />AND 10DX1 1/2" NAILS IN POST. <br />EXTERIOR DOOR AND WINDOW SCHEDULE <br />CALL OUT <br />DESCRIPTION <br />FRAME <br />GLASS <br />HARDWARE <br />6'0"X8'0" STORE FRONT DOORS <br />TINTED <br />KEY CYLINER EXTERIOR WITH THUMB TURN INTERIOR <br />A <br />WITH 3'0"X8'0" SIDELIGHT EACH <br />BRONZE <br />INSULATED <br />ACTIVE DOOR - EDGE BOLTS INACTIVE DOOR- PUSH BAR <br />SIDE <br />ALUMINUM <br />U-VAL = .45 MIN <br />EACH DOOR- DOOR CLOSURE EACH DOOR- ADA SILL <br />WIND PRESSURE +34.40 - 42.10 <br />SHGC = .35 MIN <br />TINTED <br />B <br />60"X60" TEMP GLASS <br />BRONZE <br />INSULATED <br />N / A <br />60"X36" TEMP GLASS <br />ALUMINUM <br />U-VAL = .45 MIN <br />WIND PRESSURE +36.80 - 46.80 <br />SHGC = .35 MIN <br />C <br />REMOVED <br />36"X60" TEMP GLASS <br />BRONZE <br />TINTED <br />D <br />36"X36" TEMP GLASS <br />ALUMINUM <br />INSULATED <br />N / A <br />U-VAL = .45 MIN <br />WIND PRESSURE +48.30 - 51.40 <br />SHGC = .35 MIN <br />E <br />10'0"X10'0" OH DOOR <br />N/A <br />N/A <br />N/A <br />WIND PRESSURE +30.60 - 36.80 <br />3'0"X8'0" STEEL DOOR <br />METAL <br />N / A <br />4 - 4.5 HINGES - ADA LEVEL KEY LOCK <br />F <br />WIND PRESSURE +36.80 - 46.80 <br />DOOR CLOSURE - ADA SILL <br />TINTED <br />G <br />64"X72" TEMP GLASS <br />BRONZE <br />INSULATED <br />N / A <br />ALUMINUM <br />U-VAL = .45 MIN <br />WIND PRESSURE +35.6 - 44.70 <br />SHGC = .35 MIN <br />ALL HEAnERS ABOVE OPENINGS NOT MARKED TO BE <br />STEEL BOX BEAM HEADER WITH TRIPLE STRUCTURAL <br />STEEL STUDS AT EACH. STRAP HEADER TO POST WITH <br />1-SIMPSON LSTA12 FLAT STRAP WITH 1/4"X1"SDS IN BOX <br />BEAM AND 10DX1 1/2" NAILS IN POST. USE BOX BEAM <br />HEADER FOR APPROPRIATE WALL <br />MAIN LEVEL FLOOR PLAN 3/1611 = 1' 0" <br />INTERIOR DOOR AND WINDOW SCHEDULE <br />CALL OUT <br />DESCRIPTION <br />FRAME <br />HARDWARE <br />3- 4.5" HINGES <br />1 <br />3'0"X7'0" X1 3/4" SOLID CORE <br />METAL <br />ADA LEVER PASSAGE LOCK <br />6 PANEL HARDBOARD DOOR <br />FINISH TO BE CHOSEN BY OWNER <br />6- 4.5" HINGES <br />2 <br />DBL 3'0"X7'0" X1 3/4" SOLID CORE <br />METAL <br />ADA LEVER PASSAGE LOCK ACTIVE DOOR <br />6 PANEL HARDBOARD DOOR <br />ASTRICAL WITH EDGE BOLTS INACTIVE DOOR <br />FINISH TO BE CHOSEN BY OWNER <br />3- 4.5" HINGES <br />3 <br />30X70X1 3/4SOLID CORE <br />'"'" " <br />METAL <br />ADA LEVER PRIVACY LOCK <br />6 PANEL HARDBOARD DOOR <br />FINISH TO BE CHOSEN BY OWNER <br />3- 4.5" HINGES <br />4 <br />3'0"X7'0" X1 3/4" SOLID CORE <br />METAL <br />ADA LEVER KEY LOCK <br />6 PANEL HARDBOARD DOOR <br />FINISH TO BE CHOSEN BY OWNER <br />5 <br />18"X84" TEMP FIXED GLASS <br />METAL <br />N / A <br />INSTALLED 12" A.F.F. <br />3- 4.5" BB HINGES <br />ADA LEVER KEY LOCK <br />6 <br />3'0"X7'0" X1 3/4" 120 MINUTE <br />120 MINUTE FIRE <br />DOOR CLOSURE <br />FIRE RATED STEEL DOOR <br />RATED METAL <br />ADA SILL <br />FINISH TO BE CHOSEN BY OWNER <br />7 <br />48"X54" TEMP FIXED GLASS <br />METAL <br />N / A <br />INSTALLED 42" A.F.F. <br />6- 4.5" HINGES <br />ADA LEVER PASSAGE LOCK ACTIVE DOOR <br />8 <br />DBL 3'0"X7'0" X1 3/4" 120 MINUTE <br />120 MINUTE FIRE <br />ASTRICAL WITH EDGE BOLTS INACTIVE DOOR <br />FIRE RATED STEEL DOOR <br />RATED METAL <br />DOOR CLOSURE BOTH DOORS <br />ADA SILL <br />FINISH TO BE CHOSEN BY OWNER <br />9 <br />10'0'X8'0" OH DOOR <br />N/A <br />N/A <br />' 5/8" 18 GA TOP AND BOTTOM TRACK <br />2- 12" 18 GA STRUCTURAL STEEL STUD <br />#8X1 SDS 6" OC AT EACH SIDE <br />3 5/8" BOX BEAM HEADER <br />NOT TO SCALE <br />5" 18 GA TOP AND BOTTOM TRACK <br />2- 12" 18 GA STRUCTURAL STEEL STUD <br />#8X1 SIDS 6" OC AT EACH SIDE <br />6" BOX BEAM HEADER <br />NOT TO SCALE <br />0 <br />SUSF <br />STUD TO EX <br />TO BOTTOM <br />O <br />MINIMUM 3 5 <br />fO <br />0 <br />o <br />110, <br />1/2" GYPSUK <br />O <br />SECURE STL <br />STEELTRAC <br />THAT PENET <br />SPACED 24" <br />NON LOAD BEARING TYPICAL <br />METAL STUD WALL DETAIL <br />NOT TO SCALE <br />'ENDED DROP CEILING <br />TEND AND BRACED <br />OF BAR JOIST <br />8" 25 GA. METAL STUDS 16" OC <br />I WALL BOARD EACH SIDE <br />D WALL AT BOTTOM THROUGH <br />(WITH MASONRY ANCHORS <br />SATE CONCRETE MINIMUM 1" <br />)C <br />w <br />a <br />0 <br />z <br />O <br />U) <br />w <br />rY <br />rn <br />00 <br />00 <br />co <br />.- <br />o <br />co <br />m <br />M <br />O <br />lr-- <br />CV <br />eM <br />co <br />00 <br />O <br />010101 <br />w m <br />O <br />H <br />J Q= <br />Q J <br />u_ Z <br />(D O <br />z v� <br />c) U) <br />w <br />U o <br />Q � <br />ARKAY ENGINEERING INC. <br />STRUCTURAL ENGINEERS <br />RICHARD L. KIDD : ' P.E. w <br />FLORIDA LICE E NUMBER 37296 ' <br />I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS <br />WERE PREPARED BY ME OR UNDER MY D1kECT SUPERVISION <br />ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE <br />FLORIDA BUILDING CODE 2017 6TH ADDITION AND ASCE 7-10 <br />ti <br />00 <br />00 <br />z <br />m <br />O <br />Q <br />N0 <br />Of <br />O <br />LL <br />U) <br />J_ <br />ryN2 <br />^_ <br />C L <br />W <br />N <br />FOR 139 MPH WIND ZONE RISK CATEGORY 11 1 ARKAY # 17915 <br />