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I' <br />z <br />I <br />, <br />1 <br />EXISTING <br />LOBBY <br />RECEPTIONIST COUNTER <br />AND DESK IN THIS AREA <br />NOT SHOWN <br />, <br />, <br />, <br />, <br />I <br />, <br />I <br />, <br />I <br />I <br />I <br />, <br />I <br />I <br />1 <br />I <br />, <br />, <br />I <br />, <br />1 <br />1 <br />1 <br />, <br />, <br />, <br />EXISTING INTERIOR BLOCK WALL. THIS WALL <br />WAS THE PREVIOUS EXTERIOR BEFORE <br />ADDITION ADDED TO THE BUILDING <br />REMOVE EXISTING DOOR <br />AND FRAME FILL OPENING <br />TABLES NOT SHOWN <br />CUT OPENING IN EXISTING <br />BLOCK WALL TO CREATE <br />DOOR OPENING. <br />SEE DETAIL S-1 <br />REMOVE EXISTING DOOR <br />AND FRAME FILL OPENING <br />INTERIOR DOOR SCHEDULE <br />3'0"X7'0" 1 3/4" SOLID CORE 20 MINUTE LABELED <br />FIRE RATED DOOR WITH 6X36 LAMINATED GLASS <br />A <br />INSERT <br />❑ <br />20 MINUTE LABELED STEEL DOOR FRAME <br />DOOR CLOSURE <br />3-4.5 BB HINGES <br />ADA LEVER CLASS ROOM FUNCTION LOCK <br />3'0"X7'0" 1 3/4" SOLID CORE WOOD DOOR <br />DOOR FRAME <br />❑STEEL <br />B <br />DOOR CLOSURE <br />3-4.5 BB HINGES <br />ADA LEVER PRIVACY LOCK <br />3'0"X7'0" 1 3/4" SOLID CORE WOOD DOOR <br />STEEL DOOR FRAME <br />3-4.5 BB HINGES <br />ADA LEVER KEY LOCK <br />DBL 3'0"X7'0" 1 3/4" SOLID CORE 20 MINUTE LABELED <br />FIRE RATED DOOR WITH 6X36 LAMINATED GLASS <br />INSERT EACH DOOR <br />❑D <br />20 MINUTE LABELED STEEL DOOR FRAME <br />DOOR CLOSURE EACH DOOR <br />3-4.5 BB HINGES EACH DOOR <br />PANIC BAR DEVICE EACH DOOR ON CLASS ROOM SIDE <br />PULL HANDLE EACH DOOR LUNCH ROOM SIDE <br />EXTERIOR DOOR & WINDOW SCHEDULE <br />0 <br />EXISTING 3'0"X6'8" DOOR 8, FRAME TO REMAIN <br />ADD PANIC EXIT DEVICE ON INTERIOR OF DOOR <br />WITH ADA LEVEL KEY LOCK ON EXTERIOR <br />2❑ <br />REMOVE EXISTING WINDOW AND REPLACE WITH <br />34 SH WINDOW VINYL FRAME TINTED INSULATED <br />GLASS <br />SITE VERIFY OPENING ON THIS WINDOW <br />26 SH WINDOW (37"X72") VINYL FRAME TINTED <br />INSULATED GLASS <br />MODIFY EXISTING OPENING SEE DETAIL S-2 <br />TOP OF WINDOW TO BE INSTALLED AT 8'0' A.F.F. <br />INTERIOR DOOR DETAILS <br />3' 0" <br />3' 0" <br />DROP CEILING SY; <br />A.\ rti A ^e A A �� ■.� ■�� �� • ■ ■� ■ /A\ /�\ ■'"t � ■ 1. \ ■ I ! I ■■ • ■ A ■■ <br />AC DUCT WITH FIRE DAMPER <br />AT PENETRATION OF FIRE <br />CEILING <br />0 <br />TEM <br />.17 <br />0 <br />0 <br />�n <br />o <br />O <br />O <br />3 5/+ <br />v <br />a) <br />FLC <br />ONE <br />SIDI <br />U41 <br />o <br />VARIES, SEE FLOOR PLAN <br />O <br />O <br />30TTOM CORD OF EXISTNG ROOF TRUSS <br />NITH ONE LAYER OF EXISTING 1/2" REGULAR <br />3YPSUM BOARD TO REMAIN <br />SEE FIRE RATED DETAIL GA-FC5512 <br />WITH MINIMUM 2 LAYERS 112" TYPE X <br />GYPSUM BOARD <br />P' 20 GA STEEL STUDS @ 16" OC TYPICAL FROM <br />OR TO BOTTOM OF STEEL STUD CEILING JOIST <br />LAYER 5/8" TYPE X FIRE RATED GYPSUM EACH <br />FROM SLAB TO BOTTOM OF CEILING <br />3 1 HOUR RATED WALL <br />TYPICAL 1 HOUR FIRE RATED AREA Cc) CORRIDOR <br />NOT TO SCALE <br />O <br />d� <br />F <br />6' 4" <br />CUT DOOR OPENING DETAIL S-1 <br />NOT TO SCALE <br />SAW CUT ABOVE THE OPENING AND INS <br />1/4"X4"X4" STEEL ANGLE AS SHOWN ANI <br />PUNCH HOLE IN WALL AT SIDE OF SECURE IN PLACE WITH 5/8"X4" EXPANS <br />OPENING BELOW STEEL ANGLE BOLTS <br />AND FILL CELL SOLID WITH <br />CONCRETE EXISTING LINTEL <br />O ' <br />REMOVE <br />CUT SWAY BLOCK i•° , ° <br />EXISTING <br />► <br />0 <br />FOR WINDOWlz <br />WINDOW <br />- o• <br />fl <br />o. <br />e' o <br />o <br />' <br />ea <br />,.. <br />s� o <br />O <br />,1. 3' 3" I. <br />MODIFY WINDOW OPENING DETAIL S-2 <br />NnT TO SCAI_F <br />RT <br />)N <br />)UNCH HOLE IN WALL AT EACH <br />TIDE OF OPENING BELOW STEEL <br />ANGLE AND FILL CELL SOLID WITH <br />:ONCRETE <br />CUT SWAY BLOCK FOR DOOR <br />=RT <br />ION <br />XISTING ROOF TRUSSES <br />,-30 INSULATION IN ATTIC <br />W/ <br />UL <br />,R[ <br />EXTERIOR WALL DETAIL <br />NOT TO SCALE <br />WOOD TRUSS BOTTOM CORD <br />O <br />3 5/8" 20 GA TRACK ATTACHED <br />TO BOTTOM CORD OF TRUSS WITH <br />o (2) #8X1 1/2" SCREWS. SECURE STUD <br />TO TRACK WITH (1) #8X1" SCREW AT <br />EACH SIDE <br />DROP CEILING SYSTEM <br />° 1/2" GYPSUM BOARD <br />ON EACH SIDE OF STUD <br />3 5/8" 20 GA STEEL STUDS @ 16" OC <br />a, I <br />3 5/8" 20 GA TRACK ATTACHED <br />TO CONCRETE FLOOR WITH (2) <br />#8XV TAP CONS SCREWS @ 24" <br />OC, SECURE STUD TO TRACK WITH <br />(1) #8X1" SCREW AT EACH SIDE <br />TYPICAL STEEL STUD WALL DETAIL ARKAY ENGINEERING INC. <br />STRUCTURAL ENGINEERS <br />70SLE <br />I RICHARDL. KIDDEY P.E. <br />ORIDA LICENSE 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 2020 7 TH EDITION AND ASCE 7-16 <br />FOR 139 MPH WIND ZONE RISK CATEGORY 11 <br />7 U <br />CV <br />z <br />� <br />Q <br />� <br />c' <br />nCALL <br />z <br />� <br />C.7 <br />U) <br />Z <br />U r-- <br />U— <br />wo~ <br />In <br />1:)N <br />W <br />0 <br />, <br />Q co <br />0 cV <br />W <br />Z <br />cl)< Lo <br />to <br />A <br />0- <br />_� <br />W <br />� <br />m U <br />oD <br />00 Lr_ <br />rnLL <br />}O <br />U) <br />® <br />N <br />00 <br />M <br />rr <br />�%Qtr�Y <br />cq # <br />0 � Q) <br />M <br />m%Q0� <br />cqcocou <br />z <br />X N -j <br />tu <br />Lu <br />m <br />, V .` <br />�' <br />/ <br />QOL7L <br />�uj <br />iL <br />all <br />' 0 c{') V <br />W <br />F- <br />Q <br />0 <br />Z <br />O <br />U3 <br />W <br />ry <br />fY N <br />N <br />} <br />N <br />04 <br />W <br />cl <br />z <br />O <br />OLL <br />V <br />U) <br />ry <br />> <br />Z <br />❑ <br />�I <br />❑1-wWO <br />Z <br />O <br />00NT_ <br />w2N>- <br />LyL <br />L.L <br />OV <br />L.L <br />C <br />G❑// <br />C <br />W <br />ry <br />W <br />❑ <br />Q <br />Q <br />LL <br />a <br />N <br />W <br />Z� <br />W <br />I <br />RENOVATION <br />AREA <br />3588 SQ. FT. <br />SHEET <br />B2 <br />ARKAY # 19859 <br />Y i!" <br />