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1 DOOR HEAD <br />A-S SCALEI 3'=1'-O' <br />Z DOOR JAMB <br />A-S SCALD 3'=1'-0' <br />LINTEL <br />SCHEDULE <br />SIZE REINF. <br />SPAN <br />6'-4' <br />8'X8' 2-#4B. <br />7'-4' <br />8'X8' 2-#5B. <br />8'-0' <br />8'X16' 2-#4T. <br />2-#5B, <br />10'-0' <br />8'X16' 2-#5T. <br />2-#6B. <br />12'-0' <br />8'X16' 2-#5T. <br />2-#7B. <br />FOR LINTELS CARRYING <br />FLOOR <br />LOADS REFER TO <br />STRUCTURAL DRAWINGS <br />'J' BEAD, SEALANT & <br />BACKER ROD, TYP, <br />PIT. WOOD SHIM <br />ALUMINUM ENTRANCE <br />SYSTEM (HURRICANE <br />RESISTANT) <br />GLAZING (IMPACT <br />RESISTANT) <br />CEMENT PLASTER W/ <br />DRIP EDGE <br />#5 VERTICAL REINF. IN <br />GROUT FILLED CELL <br />DOWELED INT❑ F❑OTING <br />8' CONCRETE MASONRY <br />UNIT <br />SEALANT & BACKER ROD, <br />TYP, <br />PIT. WOOD SHIM <br />ALUMINUM ENTRANCE <br />SYSTEM (HURRICANE <br />RESISTANT) <br />GLAZING (IMPACT <br />RESISTANT) <br />CEMENT PLASTER <br />N❑TEI THRESHOLDS AT <br />DOORWAYS SHALL NOT <br />EXCEED 3/4' IN HEIGHT <br />FOR EXTERIOR SLIDING <br />DOORS OR 1/2' FOR <br />OTHER TYPES OF DOORS, <br />RAISED THRESHOLDS AND <br />FLOOR LEVEL CHANGES <br />SHALL BE BEVELED WITH <br />A SLOPE NO GREATER <br />THAN D2 <br />GLAZING (IMPACT <br />RESISTANT) <br />DOOR (SEE SCHEDULE) <br />ALUM. THRESHOLD SET IN <br />CONT, BED OF <br />SEALANT(ANCHOR <br />RECESSED - F.H. SCREWS <br />IN EXPANSION SHIELDS <br />AT 8' ❑.C.) <br />FLOOR FINISH (SEE <br />SCHEDULE) <br />d o d ,. d° d RUN FLOOR FINISH UNDER <br />° THRESHOLD <br />K'3""" DOOR THRESHOLD <br />A-S SCALD 3'=1'-O' <br />LINTEL SCHEDULE <br />SPAN SIZE REINF. <br />6'-4' 8'X8' 2-#4B. <br />7'-4' B'X8' 2-#5B. <br />8'-0' 8'X16' 2-#4T. <br />2-#5B. <br />10'-0' B'X16' 2-#5T. <br />2-#6B. <br />12'-0' 8'X16' 2-#5T, <br />2-#7B. <br />FOR LINTELS CARRYING <br />FLOOR LOADS REFER TO <br />STRUCTURAL DRAWINGS. <br />FOR ❑PENING WITH SPAN <br />LESS THAN 3'-4' WITH <br />HOLLOW METAL FRAME NO <br />LINTEL IS REQUIRED. <br />SEALANT & BACKER ROD, <br />TYP. <br />HOLLOW METAL FRAME <br />(GROUT SOLID) <br />CEMENT PLASTER W/ <br />DRIP EDGE <br />K4DOOR HEAD <br />A-S SCAM 3'=1'-O' <br />#5 VERTICAL REINF. IN <br />GROUT FILLED CELL <br />DOWELED INTO FO❑TING <br />8' CONCRETE MASONRY <br />UNIT <br />SEALANT & BACKER ROD, <br />TYP, <br />HOLLOW METAL FRAME <br />(WITH STANDARD ANCHOR <br />- GROUT SOLID) <br />CEMENT PLASTER <br />5 DOOR JAMB_ <br />A-S SCALD 3'=1'-O' <br />NOTE, THRESHOLDS AT <br />DOORWAYS SHALL NOT <br />EXCEED 3/4' IN HEIGHT <br />FOR EXTERI❑R SLIDING <br />DOORS OR 1/2' FOR <br />OTHER TYPES OF DOORS, <br />RAISED THRESHOLDS AND <br />FLOOR LEVEL CHANGES <br />SHALL BE BEVELED WITH <br />A SLOPE NO GREATER <br />THAN 112 <br />DOOR (SEE SCHEDULE) <br />ALUM, THRESHOLD SET IN <br />CONT. BED OF <br />SEALANT(ANCH❑R <br />RECESSED - F.H. SCREWS <br />IN EXPANSION SHIELDS <br />AT 8' ❑.C.) <br />RECESSED SLAB FOR TILE <br />FLOOR WHERE OCCURS <br />FLOOR FINISH (SEE <br />SCHEDULE) <br />.•d n ; d Dd: d RUN FLOOR FINISH UNDER <br />° THRESHOLD <br />K6% DOOR THRESHOLD <br />A-S SCALD 3'=1'-O' <br />LINTEL <br />SCHEDULE <br />SIZE REINF. <br />SPAN <br />6'-4' <br />8'X8' 2-#4B. <br />7'-4' <br />8'X8' 2-#5B. <br />8'-0' <br />8'X16' 2-#4T. <br />2-#5B. <br />10'-0' <br />B'X16' 2-#5T. <br />2-#6B. <br />12'-0' <br />8'X16' 2-#5T. <br />2-#7B. <br />FOR LINTELS CARRYING <br />FLOOR <br />LOADS REFER TO <br />STRUCTURAL DRAWINGS <br />SEALANT & BACKER ROD, <br />TYP. <br />P.T, WOOD SHIM <br />ALUMINUM STOREFRONT <br />SYSTEM (HURRICANE <br />RESISTANT) <br />GLAZING (IMPACT <br />RESISTANT) <br />CEMENT PLASTER W/ <br />DRIP EDGE <br />7 WINDOW HEAD <br />A-S SCAM 3'=1'-0' <br />#5 VERTICAL REINF. IN <br />GROUT FILLED CELL <br />DOWELED INTO FO❑TING <br />8' CONCRETE MASONRY <br />UNIT <br />SEALANT & BACKER ROD, <br />TYP. <br />P.T. WOOD SHIM <br />ALUMINUM STOREFRONT <br />SYSTEM (HURRICANE <br />RESISTANT) <br />GLAZING (IMPACT <br />RESISTANT) <br />CEMENT PLASTER <br />g WINDOW JAMB <br />A-S SCALD 3'=1'-O' <br />GLAZING (IMPACT <br />RESISTANT) <br />ALUMINUM STOREFRONT <br />SYSTEM W/ <br />FLASHING(HURRICANE <br />RESISTANT) <br />METAL PAN FLASHING <br />GROUT FILLED CELL <br />B' CONCRETE MASONRY <br />UNIT <br />CEMENT PLASTER <br />9 WINDOW SILL <br />A-S SCALD 3'=1'-0' <br />DOOR & FRAME SPECIFICATIONS <br />MATERIALS <br />AL = ALUMINUM <br />AG = ALUMINUM & GLASS <br />HM = HOLLOW METAL <br />SC = SOLID CORE WOOD <br />WD = WOOD <br />PH = PREHUNG WOOD <br />STL = STEEL <br />FINISHES <br />FF = FACTORY FINISH <br />P = PAINT <br />ESP = ELECTROSTATIC PAINT <br />SV = STAIN/VARNISH <br />GLASS <br />Gl = 1/4' FLOAT <br />G2 = 3/16' TEMPERED CLEAR <br />G3 = 1/4' TEMPERED W/ WHITE <br />CERAMIC FRIT <br />HARDWARE NOTES <br />1. ALL HARDWARE TO BE LEVER <br />HANDLED TO MEET REQUIREMENTS OF <br />A.D.A. AND FLORIDA ACCESSIBILITY <br />CODES, <br />2. BOTH SIDES OF ALL DOORS SHALL <br />HAVE THE SAME ELEVATION WITH NO <br />MORE THAN 1/2' DIFFERENCE ON EACH <br />SIDE. <br />DOOR AND FRAME SCHEDULE <br />NO <br />SIZE <br />DOOR <br />GLASS <br />RATING <br />HARDWARE <br />NOTES <br />FRAME <br />REMARKS <br />TYPE <br />MAT. <br />FIN. <br />TYPE <br />MAT. <br />FIN. <br />A-1 <br />3'-0' X 7'-0' <br />SF <br />AL <br />FF <br />G2 <br />- <br />112 <br />C <br />AL <br />FF <br />- <br />A-2 <br />3'-0' X 7'-0' <br />SF <br />AL <br />FF <br />G2 <br />- <br />1,2 <br />C <br />AL <br />FF <br />- <br />A-3 <br />3'-0' X 7'-0' <br />SF <br />AL <br />FF <br />G2 <br />- <br />112 <br />C <br />AL <br />FF <br />MIRROR FRAME TYPE a <br />A-4 <br />3'-0' X 7'-0' <br />FL <br />HM <br />P <br />- <br />3/4HR <br />112 <br />A <br />HM <br />P <br />- <br />B-1 <br />6'-0' X 7'-0' <br />SF <br />AL <br />FF <br />G2 <br />- <br />1,2 <br />B <br />AL <br />FF <br />- <br />B-2 <br />3'-0' X 7'-0' <br />FL <br />HM <br />P <br />- <br />3/4HR <br />1,2 <br />A <br />HM <br />P <br />- <br />C-1 <br />6'-0' X 7'-0' <br />SF <br />AL <br />FF <br />G2 <br />- <br />1,2 <br />B <br />AL <br />FF <br />- <br />C-2 <br />3'-0' X 7'-0' <br />FL <br />HM <br />P <br />- <br />- <br />112 <br />A <br />HM <br />P <br />- <br />DOOR & <br />FRAME TYPES <br />SCALE, 1/4•=1'-0' <br />4 <br />A-5 <br />5 <br />A-5 <br />6 <br />A-5 <br />FLUSH <br />STOREFRONT <br />A <br />EL <br />�1 <br />2 <br />i <br />1 <br />7 <br />A-5 <br />A-5 <br />A-5 <br />2 <br />8 <br />A-5 <br />A-5 <br />2 <br />A-5 <br />9 <br />A-5 <br />A-5 <br />A-5 <br />WINDOW TYPES SCALE, 1/41=1'-0• <br />WINDOW 'A' <br />FLORIDA PRODUCT APPROVAL NUMBERS <br />AS REQUIRED BY FLORIDA STATUTE 553,842 AND FLORIDA ADMINISTRATIVE CODE 9B-72, THE FOLLOWING IS A LISTING OF THE EXTERIOR COMPONENTS & CLADDING MATERIALS <br />PROPOSED FOR USE IN THE CONSTRUCTION OF THIS PROJECT, AND THEIR RESPECTIVE PRODUCT APPROVAL NUMBERS. <br />CATEGORY <br />SUB CATEGORY <br />DESIGN <br />TEST <br />MANUFACTURER NAME <br />MODEL # OR NAME <br />SERIES <br />GLASS <br />ATTACHMENT <br />APPROVAL <br />APPROVAL ENTITY <br />EXPIRATION <br />PRESSURE <br />PRESSURE <br />TYPE/SIZE <br />METHOD <br />NUMBER <br />DATE <br />SINGLE -PLY <br />SI <br />FULLY ADHERED <br />ROOFING <br />R❑ SYSTEMS <br />-68.5 PSF <br />-75.0 PSF <br />GENFLEX RO❑FING SYSTEMS <br />GENFLEX TP❑ <br />- <br />- <br />OVER MECH, <br />FL 1061-RI <br />MIAMI-DADE BCCO <br />7/17/07 <br />FASTENED INSUL. <br />PANEL WALLS <br />STOREFRONTS <br />-33.1 PSF <br />-65.0 PSF <br />KAWNEER COMPANY, INC. <br />TRIFAB VG 450 <br />- <br />1/4' TEMP, <br />TAPCON <br />FL 6001.1 <br />ARCHITECTURAL <br />CODE <br />32'X68' <br />TESTING, INC. <br />CHANGE <br />EXTERIOR <br />SWINGING <br />EXT. DOOR <br />-33.1 PSF <br />-65.0 PSF <br />KAWNEER COMPANY, INC. <br />TRIFAB 450 W/ <br />- <br />1/4' TEMP. <br />TAPCON <br />FL 7237.1 <br />MIAMI-DADE BCC❑ <br />CODE <br />DOORS <br />ASSEMBLIES <br />350 ENTRANCE DOORS <br />28'X75' <br />CHANGE <br />EXTERIOR <br />SWINGING <br />EXT. DOOR <br />-33.1 PSF <br />-70.0 PSF <br />AMWELD BUILDING <br />15LE DOORS <br />- <br />- <br />SCREWS <br />FL 5753.1 <br />INTERTEK TESTING <br />CODE <br />DOORS <br />ASSEMBLIES <br />PRODUCTS LLC <br />SERVICES <br />CHANGE <br />THE FOLLOWING STRUCTURAL COMPONENTS ARE COMPRISED OF MATERIALS OR PRODUCTS WHICH ARE ASSEMBLED OR PLACED IN THE FILED. COMPLIANCE WILL BE DEMONSTRATED BY <br />A BATCH TICKET OR BILL OF LADING MADE AVAILABLE AT THE SITE OF ASSEMBLY OR PLACEMENT, <br />EXEMPTED PRODUCTSI METAL ROOF DECKING, K-SERIES OPEN WEB STEEL JOISTS, CAST -IN -PLACE CONCRETE & CONCRETE MASONRY UNITS <br />E <br />U <br />vl <br />$ <br />� <br />y <br />N <br />CS <br />fA <br />° <br />Ja <br />0 <br />J <br />rn <br />c <br />C <br />2 <br />co u- <br />f° <br />> <br />a <br />O <br />N <br />dj <br />CID <br />N <br />L <br />Q <br />Ov <br />0 <br />J" <br />J <br />AWE <br />.J <br />LL <br />U� <br />a <br />0 <br />N <br />O <br />N <br />C <br />c <br />0 <br />o <br />z21 <br />� <br />c <br />Q <br />J <br />C <br />OLL <br />8 <br />J <br />O <br />J <br />LL <br />0 <br />r` <br />N <br />Q <br />O <br />J <br />� <br />LL Z <br />° <br />�Ju <br />> <br />Ice) <br />U <br />X <br />J <br />� <br />Z <br />O <br />m <br />c) <br />J <br />Z <br />O <br />Q <br />W <br />= <br />n- <br />m <br />0 <br />_ <br />z <br />N <br />CV) <br />Li <br />(0N <br />Revisions: <br />9/24/07 - OWNER <br />REQUESTED 3 D <br />CHANGES <br />J <br />Q C) <br />W <br />Z <br />Z_ <br />ran <br />0 06 <br />J <br />'V1' N <br />W <br />J <br />Q <br />' Il <br />O <br />m O <br />o o <br />w <br />0 <br />_ <br />U <br />Project Number <br />06082a <br />Date <br />03-19-07 <br />Sheet Number <br />A-5 <br />