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r-l'N\ DOOR HEAD <br />A-S SCALD 3'=1'-0' <br />2 DOOR JAMB <br />A-S SCALES 3'al'-0' <br />LINTEL <br />SCHEDULE <br />REINF. <br />SPAN <br />SIZE <br />6'-4' <br />8'X8' <br />2-#4B. <br />7'-4' <br />S'X8' <br />2-#5B. <br />8'-0' <br />8'X16' <br />2-#4T, <br />2-#5B. <br />10'-0' <br />B'X16' <br />2-#5T. <br />2-#6B. <br />12'-0' <br />8'X16' <br />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 />P.T. 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 />P.T. WOOD SHIM <br />ALUMINUM ENTRANCE <br />SYSTEM (HURRICANE <br />RESISTANT) <br />GLAZING (IMPACT <br />RESISTANT) <br />CEMENT PLASTER <br />NOTE, 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 12 <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 />4 _e. a e d a RUN FLOOR FINISH UNDER <br />THRESHOLD <br />• <br />3 DOOR THRESHOLD <br />AJ5SCALEt 3'=1'-0' <br />LINTEL _SCHEDULE <br />SPAN SIZE REINF. <br />6'-4' 8'X8' 2-#4B. <br />7'-4' 8'X8' 2-#5B, <br />8'-0' B'X16' 2-#4T. <br />2-#5B. <br />10'-0' WX16' 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 OPENING 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 />r4_'\ND00R HEAD <br />�-5SCALD 3'=1'-0' <br />#5 VERTICAL REINF. IN <br />GROUT FILLED CELL <br />DOWELED INT❑ 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 />r5_'* DOOR JAMB <br />A-S SCALES 3'=1'-0' <br />NOTEi 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 12 <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' O.C.) <br />RECESSED SLAB FOR TILE <br />FLOOR WHERE OCCURS <br />FLOOR FINISH (SEE <br />SCHEDULE) <br />e p; a De, a d p a RUN FLOOR FINISH UNDER <br />o THRESHOLD <br />K6* DOOR THRESHOLD <br />A-S SCALEt 3'-1'-0' <br />LINTEL <br />SCHFy it F <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 />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 WIND❑W HEAD <br />A-S SCALD 3'=1'-O' <br />#5 VERTICAL REINF. IN <br />GROUT FILLED CELL <br />DOWELED INTO FOOTING <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 />8 WIND❑W JAMB <br />A-S SCALE, 3'n1'-0' <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 />8' CONCRETE MASONRY <br />UNIT <br />CEMENT PLASTER <br />K9""N WIND❑W SILL <br />A-S SCALD 3'nl'-O' <br />DOOR & FRAME SPECIFICATIONS <br />UAT['nTAI c, <br />AL <br />= ALUMINUM <br />AG <br />= ALUMINUM & GLASS <br />HM <br />= HOLLOW METAL <br />SC <br />= SOLID CORE WOOD <br />WD <br />= WOOD <br />PH <br />= PREHUNG WOOD <br />STL <br />= STEEL <br />FINISHES <br />FF <br />= FACTORY FINISH <br />P <br />= PAINT <br />ESP <br />= ELECTR❑STATIC PAINT <br />SV <br />= STAIN/VARNISH <br />GLASS <br />G1 = 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 />_iTPEJ <br />MAT. <br />FIN. <br />A-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 />A-2 <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 />A-3 <br />3'-0' X 7'-0' <br />FL <br />HM <br />P <br />- <br />3/4HR <br />1,2 <br />A <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 />flHM <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 />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 />1,2 <br />A <br />HM <br />P <br />- <br />DOOR & FRAME TYPES SCALES 1/4'=1'-0' <br />FLUSH STOREFRONT <br />EL. � <br />4 1 <br />A-5 A-5 <br />5 2 <br />A-5 A-5 <br />A-5 A-5 <br />WINDOW TYPES SCALES 1/4•=1'-0• <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 />FULLY ADHERED <br />ROOFING <br />ROOF SYSTEMS <br />-68.5 PSF <br />-75.0 PSF <br />GENFLEX ROOFING SYSTEMS <br />GENFLEX TP❑ <br />- <br />- <br />OVER MECHi <br />FL 1061-R1 <br />MIAMI-DADE BCC❑ <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. <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 PRODUCTS METAL ROOF DECKING, K-SERIES OPEN WEB STEEL JOISTS, CAST -IN -PLACE CONCRETE & CONCRETE MASONRY UNITS <br />5 <br />_ce) <br />o Q <br />0 <br />_ <br />8 <br />U� <br />m <br />Ui <br />as <br />' <br />J= <br />� <br />rn <br />ca <br />c <br />C <br />c0 <br />� <br />a <br />> <br />o <br />~ <br />v/ <br />ti <br />L <br />� <br />N <br />oV <br />d <br />o <br />EL <br />M <br />Cn <br />J <br />0 <br />U <br />o� <br />0 <br />LO <br />C0 <br />o <br />D <br />c <br />� <br />U <br />y <br />J <br />O <br />ii <br />8� <br />c <br />LO O <br />J <br />O <br />J <br />U <br />O <br />c <br />> <br />0 <br />r- <br />0 <br />0 <br />N <br />O <br />.J <br />LO <br />co <br />Z <br />W <br />: <br />W <br />� <br />Q <br />Z <br />O <br />Ca= <br />(n <br />J <br />In <br />LPL.. <br />E3 <br />0 <br />U <br />== <br />m(D= <br />Q <br />W <br />Q" <br />`� <br />cry <br />CL <br />z <br />N <br />(0N <br />Revisions: <br />U) <br />J <br />Q0W <br />= <br />0Z0,5 <br />Z <br />� <br />3: <br />0 <br />w <br />N <br />E5 <br />C.6 <br />W <br />9 <br />_J <br />MD <br />W <br />O <br />O <br />J <br />Q <br />Lu <br />.1 <br />M <br />OFF <br />- <br />2 <br />U <br />U) <br />Project Number <br />06082a <br />EDate <br />03-19-07 <br />Sheet Number <br />A-5 <br />