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0 <br />in <br />110. <br />7, 0" <br />I <br />i <br />III <br />I <br />i <br />D <br />a <br />O <br />J N <br />O <br />P-2 <br />0 <br />H H W bo <br />O Z_ <br />Ln <br />P J Z <br />Z3o <br />D zz< <br />coco m <br />60" <br />3' 8" ' <br />" <br />- ■ <br />■ <br />■ <br />04 ■ <br />- - - - <br />i <br />o <br />:i0 <br />ul) <br />0) <br />22' 4" <br />TO" 4' 8" 3' 0" <br />® ❑D <br />22' 7%" <br />3 5/8" NON STRUCTURAL <br />STEEL STUD WALL WITH <br />1/2" GYPSUM BOARD ON <br />INTERIOR FACE <br />"v <br />WOMENS , <br />io ` 71 5„ - <br />- 2 <br />UP SET FLOOR G RBER <br />IN FLOOR SYSTEM <br />N:-j- <br />0 ----- <br />- _ <br />--------------------------- <br />& <br />MEN ;p <br />D <br />7' 9% <br />`. <br />�cz_c <br />_ <br />T L <br />0 <br />v <br />I <br />I <br />4%" <br />910.. L <br />3 5/8" NON STRUCTURAL <br />STEEL STUD WALL WITH <br />1/2" GYPSUM BOARD ON o <br />INTERIOR FACE <br />LOBBY <br />7' 4" I T 4" <br />I I u <br />P-1 <br />P-1 <br />.............................. •---- --- <br />' <br />■ <br />co <br />O <br />, <br />co <br />2' 0" <br />3' 0" <br />6' 4" <br />3' 0" <br />10' 4" co <br />■' <br />o <br />■ <br />; <br />■■■ <br />■■■ <br />_ <br />8" X 24" BLOCK COLUMNS WITH 345 VERTICAL <br />8" X 24" X24" CORNER BLOCK <br />REBAR AND POUR SOLID WITH 2500 PSI CONCRETE <br />COLUMN WITH 645 VERTICAL <br />AT THE TWO CORNER LOCATIONS <br />REBAR POUR SOLID WITH 2500 <br />PSI CONCRETE AT THIS CORNER <br />LOCATION <br />2' 0" <br />3' 0" <br />- 16- 4" <br />_ 21011 <br />- <br />911 <br />rl1 <br />•-------- A <br />23' 4" ; <br />6' 0" 3' 0" 11, 0" 3' 0" <br />❑D 11B I <br />................. ........ <br />:............... <br />12' 4" 12';6" <br />4%" 4%" <br />OFFI 1 OFFICE #2 0 <br />r` <br />® °1 <br />i ® 115 <br />3' 10" 2' 6" 4' 0" 64" 2' 8" 4' O' j <br />0 <br />1' 6" 6' 4" 1' 6" 6' 4" 1' 6" in <br />1 7[m <br />� A � MNo nFal <br />ImRmL <br />.� MEN <br />m <br />170' 0" <br />16- 0" 3' 4" <br />24' 0" <br />WOSE <br />0 <br />60"X36"X 6" THICK CONCRETE PAD <br />FOR SECURE AIR COMPRESSOR <br />80 GALLON TANK 5 HP 230V 3 PHASE <br />25' 0" <br />100, 0" <br />25' 0" <br />24' 0" <br />BB <br />1 <br />o © ' <br />o' <br />23' 4" 1 HOUR FIRE RATED WALL TO BE 6" NON <br />STRUCTURAL STEEL STUD WALL WITH ONE <br />6" 18 GA STRUCTURAL STEEL STUD LOAD LAYER 5/8" FIRE RATED GYPSUM BOARD AT <br />BEARING WALL WITH 1/2" GYPSUM BOARD EACH SIDE FROM FLOOR TO BOTTOM OF <br />ON INTERIOR FACE OF WALL TO SUPPORT ROOF DECK. SEE DESIGN UL 404 <br />FLOOR TRUSSES ABOVE - CONDITIONED SPACE <br />N 1' 0%11 5' a'i" 4%" 10' 8" 4s/" SHIPPING AND RECEIVING AREA <br />co <br />fV <br />b M <br />311 14' 10 <br />4 3 5/8" 18 GA STRUCTURAL STEEL STUD WALL @ 16" OC <br />0 \ EMPLOYEE LOCKERS 8'0" TALL WITH CEILING JOIST AS SHOWN ON FLOOR <br />i TRUSS PLAN. WALL TO HAVE 1/2" BC PINE PLYWOOD ; <br />q Fq NO ROLL M &gWF9t <br />ON EXTERIOR FACE OF WALL AND 1/2" MOISTURE CONDITIONED SPACE; H <br />RESISTANT DRYWALL OR DURA ROCK ON INTE <br />BREAK RM FACE. ALL WALLS OF RESTROOM AND STA OCKER MANUFACTURING ; <br />STAFF p TO HAVE CERAMIC TILE TO 60" ABOV ISH FLOOR ; <br />STAFF o 60" ABOVE FINISH FLOOR <br />MEZZANINE FLOOR LINE ABOVE ; <br />; <br />CD <br />5' 2" 14' 6" 19' 8" 19,101, 19,101, 19' 8" <br />OP SINK <br />------_�------------------ I ------------------------- _&______________ <br />8" 18 GA UCTURAL STEEL STUD <br />-LOAD BEARI ALL WITH 1/2" GYPSUM 1' O" " <br />BOARD EACH SID UPLIFT IN WALL 4 0 UP SET FLOOR GIRDER 4" S EL SQUARE COLUMNS TYPICAL 6 w <br />® 20 RISERS @ 6 7I8" WITH 19- <br />IN FLOOR SYSTEM LOCATI S TO SUPPORT FLOOR;GIRDER Z <br />UP SET FLOOR GIRD TREADS UP TO LANDIN D 1 <br />IN FLOOR SYSTEM RISERS @ 6 7/8" TO INE ABOVE ; , - -1 - - <br />FROM LANDING 4' 0" <br />1 \ <br />CONDITIONED SPA ' <br />P-1 P-1 <br />® -- ------ - BOTTLING LINE AREA <br />H-3 HAZARDOUS <br />8 <br />CEILING HEIGHT FROM FLOOR <br />0 O F NINE FLOOR LINE ABOVE BOTTOMTO FLOOR <br />0" TH AREA JOIST 0 <br />0 0 0 0 <br />WORK CHAIR WORK Cb N� 1 ��" WORK CHAIR WORK CHAIR 4%" 111411 4' 1'/e" ; o <br />4%" - -- - ; 3 5/8" NON STRUCTURAL STEEL STUD WALL g ; FLOOR <br />D I M 6' 0" WITH 1//2" BC PINE PLYWOOD ON EACH SIDE- <br />0 <br />co <br />;uQ 0 � ATTACHED WITH #8X1" SDS SCREWS 6" OC <br />H-3 HAZARDOUS <br />EDUCATION CENTER Z <br />CONDITIONED0 <br />N , -- --\\ \\1 \"\\\\\\ STORAGE N <br />� 1/2" CEILING GYPSUM BOARD ON CEILING <br />LINE FINISH <br />LINE MACHINE- DEMENSION ARE BASED <br />O D OFFICE I ON THE LARGEST DEMENSION EACH WAY - -- -- --' THESE WALLS TO HAVE 112" BC PINE <br />4" STEEL SQUARE COLUMNS TYPICAL 8 LOCATIONS <br />\\-- -- -- \\\\'20_��.\\\\__ <br />n Lo O� - I TO SUPPORT WOOD FLOOR GIRDERS ABOVE AT PLYWOOD ON INTERIOR FACE OF WALL <br />12" 18 GA STRUCTURAL STEEL STUD D - EACH SIDE OF MAIN SUPPORT COLUMNS ; ONLY <br />BOX BEAM HEADER WITH 6" 18 GA ; O t0 ; <br />TOP AND BOTTOM TRACK AT ALL Z I ; zo 22' 0" <br />OPENINGS <br />P-3 P-3 P-3 = <br />' Co CO <br />........... ................................ ........................... <br />............. . <br />1 ® ; <br />i <br />6" 18 GA STRUCTURAL STEEL STUD LOAD <br />5' 0" 5' 0" 5' 0" 5' 0" 13' 8" 5' O" BEARING WALL WITH 1/2" GYPSUM BOARD LL EXTERIOR WALLS OF STEEL BUILDING ; <br />ON INTERIOR FACE OF WALL TO SUPPORT JT�0 HAVE MINIMUM R-13 BATT INSULATION <br />T/z" FLOOR TRUSSES ABOVE <br />8" X 8" BLOCK COLUMN WITH 145 VERTICAL ; <br />REBAR AND POUR SOLID WITH 2500 PSI � <br />CONCRETE AT THE TWO LOCATIONS <br />--- ---- B <br />BLOCK COLUMNS TO 11'4" HEIGHT WITH 16" BOND BEAM `-------- A <br />AT TOP. THEN STEEL STRUCTURE PROVIDED BY STEEL <br />BUILDING COMPANY TO SET ON TOP TO CREATE FACADE <br />SEE DETAIL S-1 <br />P-1 P-2 <br />5.25"X 5.25" PSL POST IN WALL AT 2 LOCATIONS IN 7"X 7" PSL POST IN WALL AT 2 LOCATIONS IN WALL <br />WALL UNDER STEEL BOX HEADER. STRAP HEADER UNDER FLOOR GIRDER. STRAP GIRDER TO POST <br />TO POST WITH 1-SIMPSON LSTA24 FLAT STRAP WITH WITH R FLO R G LSTA24 FLAT STRAP WITH 1OST <br />1/4"X1"SDS IN BOX BEAM AND 10DX1 1/2" NAILS IN POST 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 SHO N ALL HEADERS ABOVE OPENINGS NOT MARKED TO BE <br />WITH BOX BEAM HEADER. STRAP HEADER TO POST TH STEEL BOX BEAM HEADER WITH TRIPLE STRUCTURAL <br />1-SIMPSON LSTA12 FLAT STRAP WITH 1/4"X1"SDS IN OX BEAM STEEL STUDS AT EACH. STRAP HEADER TO POST WITH <br />AND 10DX1 1/2" NAILS IN POST. 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 />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 T RN INTERIOR <br />A <br />WITH 3'0"X8'0" SIDELIGHT EACH <br />BRONZE <br />INSULATED <br />ACTIVE DOOR - EDGE BOLTS INACTIV DOOR- PUSH BAR <br />SIDE <br />ALUMINUM <br />U-VAL = .45 MIN <br />EACH DOOR- DOOR CLOSURE EACH OOR- 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 />i <br />36"X60" TEMP GLASS <br />BRONZE <br />TINTED <br />! <br />D <br />36"X36" TEMP GLASS <br />ALUMINUM <br />INSULATED <br />N / q' <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 />151' 8" <br />175' 0" <br />MAIN LEVEL FLOOR PLAN 3/16" = 11011 <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 />3'0"X7'0" X1 3/4" SOLID CORE <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" 60 MINUTE <br />60 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" 60 MINUTE <br />60 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 />nA d <br />5/8" 18 GA TOP AND BOTTOM TRACK <br />?- 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 SDS 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 />0 <br />MINIMUM 3 5 <br />i0 <br />0 <br />o� <br />0 <br />1/2" GYPSUN <br />0 <br />SECURE STL <br />STEEL TRACT <br />THAT PENET <br />SPACED 24" I <br />NON LOAD BEARING TYPICAL <br />METAL STUD WALL DETAIL <br />NOT TO SCALE <br />'ENDED DR CEILING <br />TEND AND BRACED <br />OF BAR JOIST <br />8" 25 GA. METAL STUDS 16" OC <br />WALL BOARD EACH SIDE <br />D WALL AT BOTTOM THROUGH <br />C WITH MASONRY ANCHORS <br />RATE CONCRETE MINIMUM 1" <br />)C <br />eis <br />1 <br />co <br />N <br />co 0 <br />N co <br />0 <br />N co <br />N <br />ARKAY ENGINEERING IN . <br />STRUCTURAL ENGINEERS <br />1 1�`i3 <br />RICHARD L. KIDD P.E. <br />FLORIDA LICEN NUMBER 37296 <br />I 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 II <br />Li <br />Q <br />z <br />O <br />W <br />w <br />co <br />00 <br />00 <br />6 <br />oo <br />A <br />A <br />o0 <br />00 <br />O <br />O <br />O <br />I• <br />m <br />O <br />co <br />00 <br />T_ <br />CM <br />Z <br />O <br />H <br />z <br />m <br />O0 <br />I..L <br />NW <br />I.N1� <br />I..L <br />O <br />O <br />Q <br />U <br />p <br />U- <br />J <br />� <br />�y <br />Z <br />w <br />Q <br />O <br />J <br />Q <br />= <br />L1.1 <br />LL <br />U <br />J <br />Q <br />J <br />Q <br />LaL <br />Z <br />�- <br />J <br />J <br />V <br />O <br />_ <br />Z <br />(n <br />(D <br />I..L <br />U <br />0 <br />LL <br />ONN <br />N <br />� <br />� <br />w <br />W <br />Z/ <br />L.L <br />O <br />U <br />ARKAY # 17915 <br />