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ARCHITECTURAL SPECIFICATIONS
<br />NOTE: NOT ALL ITEMS ARE APPLICABLE TO THIS PROJECT
<br />A. TERMITE CONTROL
<br />USE AN EMULSIBLE CONCENTRATE INSECTICIDE FOR DILUTION WITH
<br />WATER SPECIFICALLY FORMULATED TO PREVENT INFESTATION BY
<br />TERMITES. FUEL OIL WILL NOT BE PERMITTED AS A DIWENT. PROVIDE
<br />A WORKI�G SOLUTION OF ONE OF THE FOLLOWING CHEMICAL R EMENTS
<br />AND COWENTRATION&
<br />PRODUCTS
<br />DURSBAN TC AS RECOMMENDED BY MANUFACTURER
<br />ALDRIN: 0.596 IN WATER EMUL-90N
<br />DELDRN: 05% IN WATER EMULSION
<br />HEPTACHLOR 05% IN WATER EMULSION
<br />OTHER SOLUTIONS MAY BE USED AS RECOMMENDED BY APPLICATOR
<br />AND IF ACCEPTABLE TO ARCHITECT AND LOCAL GOVERNING
<br />AUTHORITES. USE ONLY SOL TFEATMENT SOLUTIONS WHICH ARE NOT
<br />INJURIOUS TO PLANTING,
<br />It 9 ;11
<br />CONTRACTOR SHALL PROVIDE A PERMANENT SIGN NEAR EXJSTI% OR
<br />NEW WATER HEATER OR ELECTRICAL PANFI WHICH IDENTIFIES TERMITE
<br />TREATMENT PROVIDER PRODUCT USED, TIME AND DATE OF THE
<br />TREATMENT SITE LOCATION, AREA TREATED CHEMICAL USED PERCENT
<br />CONCENTRATION AND NUMBER OF GALLONS USED TO ESTABLISH A
<br />VERIFLA&E RECORD OF PROTECTIVE TREATMENT
<br />CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL EARTH
<br />ON THE EXTEIROR OF TI-E BUILDI% SHALL NOT BE LESS THAN 6 INCHES
<br />IN ORDER TO PROVIDE TERMITE INSPECTION
<br />CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST
<br />T-0' AWAY FROM BUILDNG SIDE WALLS
<br />INITIAL TREATMENT OF TERMITE P0634W AND PROTECTION SHALL
<br />BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE
<br />COMPLY WITH FBC SECTION 1816.1.1
<br />SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED
<br />INCLUDING SPACES BOXED OR FORIVIED
<br />BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION
<br />HALL BE M%E H PERMANENT METAL OR PLASTIC
<br />W
<br />WpSJUMSENT PORIVIS T"BE OF A SIZE AND DEPTH THAT WILL
<br />ELIMINATE THE DISTURBANCE OF SOL AFTER INITIAL SOIL TREATMENT
<br />REMOVE ALL CONCRETE OVERPOUR AND MORTAR ALONG THE
<br />FOIJINDATION PERIMETER PRIOR TO EXTERIOR TERMITE SOL TREATMENT
<br />CHEMICALLY TREATED SOIL FOR SUBTERRANEAN TERMITES SHALL BE
<br />PROTECTED WITH A MINIMUM 6 MIL VAPOR RETARDER TO PROTECT
<br />AGAINST RAINFALL DILUTOR RETREATIVIENT SHALL BE REQUIRED IF
<br />RAINFALL OR DILUTION OF CHEIVICAL OCCURS PF40R TO SOL PROTECTOR
<br />ALL BUILDINGS SHALL HAVE PRE -CONSTRUCTION TREATMENT AND
<br />PROTECTION AGAINST SUBTERRANEAN TERMFrES LICENSED PEST
<br />CONTROL APPLICATOR SHALL ISSUE A CERTIFICATE OF COMPLIANCE TO
<br />THE BUILDING DEPARTMENT WITH THE FOLLOWING STATEMENT:
<br />M-E BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE
<br />PREVENTION OF SUBTERRANEAN TERMITES TREATMENT IS IN ACCORDANCE
<br />WIT�&IES
<br />OF UL* LAWS ESTABLISHED BY NE FLORIDA DEPARTMENT
<br />AND C04SUMER SERVICER"
<br />GC SHALL REMOVE ALL LOOSE WOOD AND FILL FROM BELOW AND
<br />WITHIN T-0" OF THE BUILDING, INCLUDING \A= STAKES, FORMWORK,
<br />TRAP BOXES, SHORWA OR OTHER CELLULOSE CONTANNG MATERIAL
<br />NO WOOD, VEGETATION STUMPS� DEAD ROOTS, CARDBOARID, TRASH,
<br />OR OTHER CELLULOSE -CONTAINING MATERIAL SHALL BE BURIED ON THE
<br />BUILDING LOT WITHIN 15 FT. OF ANY EXISTING OR PROPOSED BULDING
<br />STRUCTURE
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER
<br />CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION,
<br />ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED SHALL
<br />BE RETREATED.
<br />SOL TREATMENT SHALL BE APPLIED UNDER ALL EXTEROR CONCRETE
<br />OR GRADE WITHIN T-O' OF THE STRUCTURE SIDEWALLS,
<br />B. CONCRETE
<br />PRODUCTS
<br />CONCRETE MIX UNLESS SPECIFIED ON STRUCTURAL DOCUMENT&
<br />PROVIDE CONCRETE TO THE FOLLOWING MIX DESSIGNI:
<br />COMPRESSIVE STRENGTH (28 DAY) MINIMUM 3000 P.SI.
<br />MAXIMUM 2196 FLY ASH OF CEMENT
<br />EXAMINATION
<br />VERIFY COMPACTED SUBGRADE IS ACCEPTABLE AND READY TO
<br />SUPPORT PAVING
<br />VERIFY GRADIENTS AND ELEVATIONS OF THE BASE ARE CORRECT
<br />Pf:EPARATION
<br />MOISTEN BASE TO MINIMIZE ABSORPTION OF WATER FROM FRESH
<br />COW -FETE COAT SURFACES OF ALL FRAMES WITH OIL TO
<br />PREVENT BOND WITH CONCRETE
<br />NOTIFY ARCHITECT MINIMUM 24 HOURS PRIOR TO COMMENCEMENT
<br />OF CONCFETIWG OPERATIONS
<br />EXECUTION
<br />ENSURE REINFORCEMENT, INSERTS, EMBEDED PARTS, FORMED
<br />JOINTS ARE NOT DISTURBED DURING CONCRETE PLACEMENT
<br />PLACE C)ONICRETE CONTINUOUSLY BETWEEN PREDETERMINED
<br />CONSTRUCTION JOINTS DO NOT BREAK OR NTERRUPT
<br />SUCCESSIVE POURS SUCH THAT COLD JOINTS OCCUR
<br />JOINTS
<br />PLACE CONTROL JOINTS AT 10 FOOT INTERVALS (LON)
<br />PLACE JOINT FILLER BETWEEN PAVING COMPONENTS AND BUILDING
<br />(DR OTHER APPURTENANCES
<br />PROVIDE SAW JOINTS AT 5 FEET INTERVALS IN SIDEWALKS
<br />SAW CUT CONTRACTION JOINTS 31*6 INCH WIDE AT AN OPTIMUM 11ME
<br />UP TO 24 HOURS AFTER FINISHING. CUT 1/4 INTO DEPTH OF SLAB
<br />FINISHIW-A
<br />STEEL TROWEL
<br />PROTECTION
<br />IMMEDIATELY AFTER PLACEMENT PROTECT CONCRETE FROM
<br />PREMATURE DRYING, EXCESSIVE HOT OR COLD TEMPERATURES,
<br />AND MECHANICAL INJURY
<br />C. COLD FORMED METAL FRAMING
<br />PRODUCTS/MANUFACTURERS
<br />DALE INDUSTRIES, INC
<br />DIETRICH INDUSTRIES, INC
<br />ALLSTEEL & GYPSUM PRODUCTS, INC
<br />FRAMING MATERIALS
<br />STUDS ASTM C955 FORMED TO CHANNEI SHAPE, SOLID WEB
<br />GUAGES AS INDICATED ON DRAWWSS, I INCH FACE AND
<br />3 5/8 OR 6 IN. DEEP TRACK, FORMED STEEL, CHANNEL
<br />SHAPED, SAME WIDTH AS STUDS, SOLID WER 20 GAGE THICK
<br />UNLESS OTHERWISE SPECARED ON PLANS)
<br />ACCESSORIES
<br />BRACIWA FURRIWA BRIDGING, PLATES GUSSL7S AND CUPS FORMED
<br />SHEET STEEL, THICKNESS DETERVINED FOR CONDITIONS
<br />ENCOUNTERED
<br />FASTENERS
<br />SELF DRILLM SELF TAPPING SCREWS, BOLTS, NUTS AND WASHERS,
<br />ASTIVI A123, HOT DIP GALVANIZED TO 125 OZ/90 FT
<br />ANCHORAGE DEVICES POWER ACTUATED AND DRILLED EXP BOLTS
<br />WELDING; N CONFORMANCE WITH AWS D11 AND AWS D13
<br />FABRICATION
<br />FABRICATE ASSEMBLIES OF FRAMED SECTIONS OF SIZES AND
<br />PROFILES REQUIRED WITH FRAMING MEMBERS FITTED,
<br />REINFORCED, AND BRACED TO SUIT DESIGN MQUIREI`V�NITS
<br />FINISHES
<br />STUDS GALVANIZE TO G90 COATING CLASS
<br />TRACKS AND HEADEFe GALVANIZE TO G90 COATING CLASS
<br />BRAO�4 FURRINGA BRIDGING, PLATES, GUSSETS AND CUPS, SAME
<br />FINISH AS FRAMING MEMBERS
<br />D. BUILDING INSULATION
<br />PRODUCTS/MANUFACTURERS
<br />CERTAINTEED CORPORATION
<br />OWENS-CORNING FIBERGLASS CORPORATION
<br />ATLAS ENERGY PRODUCTS
<br />CELOTE)( ROOFING PRODUCTS
<br />INSULATINGG MATERIALS
<br />RIGID BOARD PREFORMED UNITS
<br />SOUND ATTENUATION BLANKETS: ASTM C 665� TYPE 1,
<br />UNFACED MINERAL FIBER INSULATION 3 IN. THICK MIN.
<br />STC-50 MIR AT ALL INTERIOR PARTITIONS
<br />SPRAY FOAM ICYNENE INSULATION (R-30 MIN)
<br />BATT INSULATION: ASTIVI C665, PREFORMED GLASS FIBER BATT,
<br />FRIC-nON FIT, R-VALUE OF 11, BATT SIZE 16 X 48 INCH, UNFACED,
<br />FLAME/SMOKE PROPERTIES 25/25 IN ACCORDANCE WITH ASTM E84
<br />POLYISOCYANURATE ROOF INSULATION: CLOSED CELL TYPE�
<br />2 LB/CU FT., FACTORY APPLIED FIBERGLASS FACING TYPE Z
<br />FLAME SPREAD 25, AND AGED R OF 30 MIN
<br />PREPARATION
<br />CLEAN SUBSTRATE OF SUBSTANCES HARMFUL TO
<br />INSULATION AND INTERFERING WITH ATTACHMENT
<br />INSTALLATION
<br />INSTALL PER MANUFACTURER'S RECOMMENDATIONS
<br />BOND UNITS TO SUBSTRATE WITH ADHESIVE OR MECHANICAL
<br />ANCHORAGE TO PROVIDE PERMANENT PLACEMENT OF UNITS
<br />INSTALL MINERAL FIBER BLANKETS IN CAVITIES BY
<br />FRICTION FIT
<br />E. WOOD BLOCKING AND CURBING
<br />MATERIALS
<br />LUMBER GRADING RULEa NFPA SPIR WCUB,
<br />MISCELLANEOUS FRAMING STRESS GROUP D,
<br />SPECIES, 19 PERCENT MAXIMUM MOISTURE CONTENT,
<br />PRESSURE PRESERVATIVE TREAT
<br />PLYWOOD' APA RATED SHEATHING, GRADE C-D,
<br />EXPOSURE DURABILITY I SANDED,
<br />ACC'ES
<br />AW&%A
<br />FASTENERS AND ANCI-IORR.
<br />FASTENERS HOT -DIPPED GALVANIZED STEEL
<br />FOR HGH HUMIDITY AND TREATED WOOD
<br />LOCATIONS, UNFINSHED STEEL ELSEWHERE
<br />ANCHORR TOGGLE BOLT TYPE FOR ANCHORAGE
<br />TO HOLLOW MASONRY EXPANSION SHELD AND
<br />LAG BOLT TYPE FOR ANCHORAGE TO SOLD
<br />MASONRY OR CONCRETE BOLT OR BALLISTIC
<br />FASTENER FOR ANCHORAGES TO STEEL
<br />FACTORY WOOD TREATMENT
<br />FIRE RETARDANT' AWPA TREATMENT C2A EXTERIOR
<br />INTEF40R TYPF, CHEMICALLY TREATED AND PRESSURE
<br />IMPREGNATED.
<br />WOOD PRESERVATIVE (PRESSURE TREATME":
<br />AWPA TREATMENT 01 USING WATER BORNE
<br />PRESERVATIVE WITH 0.25 PERCENT RETAINAGE
<br />WOOD PRESERVATIVE (SURFACE APPLICATICN� CLEAR
<br />TYPE, COMPATIBLE WITH PRESSURE TREATED TYPE
<br />SHEATHING
<br />SECURE SHEATHING TO FRAMING MEMBERS WITH
<br />ENDS OVER FIRM BEARING AND STAGGERED.
<br />INSTALL TELEPHONE AND ELECTRICAL PANEL BOARDS
<br />WITH PLYWOOD SHEATHING MATERIAL WHERE
<br />REQUIRED. OVER SIZE THE PANEL BY 12 INCHES ON
<br />ALL SIDES UNLESS SIZE IS CALLED FOR ON DOCUMENTS.
<br />PANEL SHALL BE 3kV THICK UNLESS OTHERWISE NOTED
<br />E. SHEET METAL FLASHING AND TRIM
<br />PERFORMANCE REQUIREMENTS
<br />INSTALL SHEET METAL FLASHING AND TRIM TO WITHSTAND
<br />WIND LOADS, STRUCTURAL MOVEMENT, THERMALLY INDUCED
<br />MOVEMENT, AND EXPOSURE TO WEATHER AND LIQUID WATER
<br />WITHOUT FAILING AND WILL WITHSTAND WIND LOADS, THERMALLY
<br />INDUCED MOVEMENT, AND EXPOSURE TO WEATHER
<br />WITHOUT FAILURE.
<br />FABRICATE AND INSTALL FLASHINGS AT ROOF EDGES
<br />TO COMPLY WITH FM LOSS PREVENTION DATA SHEET 1-49 FOR
<br />WIND ZONE 1 (20-30 PSF)
<br />METALS
<br />MILL -FINISH ALUMINUM SHEET ASTM B 2D9, 30034M, WITH
<br />MINIMUM THICKNESS OF 0.040 INCH, UNLESS OTHERWISE NOTED
<br />REGLETS
<br />UNITS OF TYPE, MATERIAL AND PROFILE INDCATEDI, FORMED
<br />TO PROVIDE SECURE INTERLOCKING OF SEPARATE REGLET
<br />AND COUNTERFLASHING PIECES AND COMPATIBLE WITH FLASHING
<br />INDICATED. REGLET ACCESSORIES INCLUDE SURFACE -MOUNTED,
<br />STUCCO AND MASONRY TYPE PROVIDED BY EITHER
<br />FRY REGI-ET, HICKMAN, OR KEYSTONE FLASHING COMPANY.
<br />ACCESSORIES
<br />FASTENERS ASPHALT MASTIC ELASTOMERIC SEALANT EPDXY
<br />SEAM SEALER ADHESIVES, METAL ACCESSORIES, ROOFING CEMENT
<br />FABRICATION
<br />FABRICATE SHEET METAL FLASHING AND TRIM T COMPLY
<br />WITH RECOMMENDATIONS OF SMACNAS 'ARCHITECTURAL SHEET
<br />METAL MANUAL! THAT APPLY TO THE DESIGN, DIMENSIONS,
<br />METAL, AND OTHER CHARACTERISTICS OF THE ITEM INDICATED
<br />FORM EXPOSED SHEET METAL WORK WITHOUT EXCESSIVE OIL
<br />CANNING AND BUC-4<1-IW;� AND FABRICATE NON-4VIOVING
<br />FLAT --LOCK SEAMS SEALEDwnH EPDXY SEAM SEALER
<br />SPACE MOVEMENT JOINTS AT 10 FEET MAXIMUM WITH NO JOINTS
<br />ALLOWED WITHIN 24 INCHES OF CORNER OR INTERSECTION
<br />LAPPED OR BAYONET -TYPE TO HAVE EXPANSION JOINTS OF
<br />INTERMESHING HOOKED FLANGES NOT LESS THAN I INCH DEEP
<br />FILLED WITH MASTIC
<br />SEPARATE METAL FROM NOWOMPATIBLE ME7AL OR CORROSIVE
<br />SUBSTRATES BY COATING CONCEALED SURFACES AT LOCATIONS
<br />OF CONTACT WITH ASPHALT MASTIC OR OTHER PERIVIANENT
<br />SEPARATOR
<br />CCNCCEAL FASTENERS AND EXPANSION PROVISIONS WHERE
<br />POSSIBLE EXPOSED FASTENERS ARE NOT ALLOWED ON FACES
<br />OF SHEET METAL EXPOSED TO PUBLIC MEW
<br />FABRICATE CLEATS AND ATTACHMENT DEVICES FROM SAME
<br />METAL COMPONENT BEING ANCHORED
<br />PRODUCT MATERIALS
<br />RR P TRATION FLASHING LEAD AT 4.0 LB PER SF
<br />H TV
<br />PERED
<br />SCUPPERS. ALUMINUM AT 0.032 INCH THICK
<br />EXPOSED TRIMS, GRAVEL STOPS, AND FASCIA ALUMINUM
<br />AT 0.05 INCH THICK
<br />CXX1NIGS: ALUMINUM AT 0.05 INCH THICK
<br />COUNTERFLASHM-L ALUMINUM AT 0.032 INCH THICK
<br />DRIP EDGES, ALUMINUM AT 0.05 INCH THICK
<br />FINISHES
<br />COMPLY WITH ALUMINUM ASSOCATKNS IDESGNATION
<br />SYSTEM MR ALUMINUM FINISHES'
<br />HIGH --PERFORMANCE ORGANIC COATING FINISH: AA-CVC42RIX
<br />PREPARF, PRETREAT, AND APPLY COATING TO EXPOSED
<br />METAL SURFACES MANUFACTURERS STANDARD 2-COAT
<br />FLUOROPOLYMER SYSTEM TO COMPLY WITH AAMA 6052
<br />COLOR AND GLOSS TO BE SELECTED BY ARCHITECT
<br />G, SBS—MODIFIED BITUMINOUS SHEET ROOFING
<br />PERFORMANCE REQUIREMENTS
<br />INSTALL A WATERTIGHT, MODRED BITUMENCUS MEMBRANE
<br />ROOFING AND BASE FLASHING SYSTEM WITH COMPA11BLE
<br />COMPONENTS THAT WILL NOT PERMIT THE PASSAGE OF
<br />LIQUID WATER AND WILL WITHSTAND WIND LOADS, THERMALLY
<br />INDUCED MOVEMENT, AND EXPOSURE TO WEATHER
<br />WITHOUT FAILURE,
<br />SHEE7 ROOFING AND COMPONENT MATERIALS TO COMPLY
<br />WITH UL FOR CLASS A EXTERNAL FIRE EXPOSURE FIM 1-90
<br />WIND UPLIFT CLASSIFICATION, ASTM E 84 AND 119
<br />WARRANTY
<br />FURNISH WRITTEN WARRANTIES THAT SHALL COVER ANY AND
<br />ALL NECESSARY LABOR AND MATERIAL FOR REPAIR OR
<br />REPLACEMENT WORK REQUIRED TO KEEP AND MAINTAIN THE
<br />ROOFING MEMBRANE AND MEMBRANE FLASHING WORK IN A
<br />WATERTIGHT AND FIRST CLASS CONDITION AT NO ADDITIONAL
<br />COST TO OWNER WARRANITES SHALL BE FURNIISHED AS
<br />FOLLOWS AFTER THE DATE OF SUBSTANTIAL COMPLETION
<br />TWO (2) YEARS BY THE ROOFING INSTALLER
<br />TWENTY (20) YEARS BY MANUFACTURER OF ROOFING PRODUCT
<br />ONE 0 YEAR BY GENERAL CONTRACTOR
<br />SUBMITTALS
<br />SHOP DRAWIW�S INCLUDING PLANS, SECTM, DETAILS FOR
<br />BASE FLASHINGS� CANTS, MEMBRANE TERIMINATIONS, FASTENING
<br />PATTERNS CRICKETS SADDLES AND TAPERED EDGE STRIPS
<br />WRITTEN CERTIFICATION FROM ROOFING MANUFACTURER OF
<br />MODIFIED BITUIVIENOUS SYSTEM CERTIFYING THAT INSTALLER IS
<br />APPROVED BY MANUFACTURER TO INSTALL SPECIFIED SYSTEM
<br />SUBMIT CALCULATIONS CERTIFYING THAT BASE LAYER AND
<br />INSULATION SYSTEM WILL PROVIDE A MINIMUM AVERAGE AGED
<br />R-VALUE OF R20 FOR THE COMPOSITE ROOF ASSEMBLY
<br />AR"MA IINARMA'0-102301
<br />SUBMIT CE-RnFICATION BY ROOFNG MANUFACTURER THAT
<br />CONTRACT DOCUMENTS ARE ACCEPTABLE TO THEM FOR
<br />THE DECK AND SURFACM TO WHICH TI-iEY ARE APPLIED
<br />F Cf-7ALS ARE NOT ACCEPTABLE BY MANLIFACTUFEI� SUBMIT
<br />PROPOSED CORRECTIVE DETAILS AND REASONS FOR
<br />NON -ACCEPTANCE NO DE�VIATION IS TO BE MADE FROM THIS
<br />SPECIFICATION WITHOUT PRIOR APPROVAL BY THE ROOFING
<br />MANUFACTURER AND SUBMITTED TO ARCHITECT
<br />INSPECTION PRIOR TO, DURING, AND COMPLETION OF THE
<br />ROOFING INSTALLATION SHALL BE MADE BY A REPRESENTATIVE
<br />OF THE MANUFACTURER IN ORDER TO ASCERTAIN ROOFING
<br />SYSTEM HAS BEEN INSTALLED PROPERLY ACCORDING TO
<br />THEIR SPECIFICATIONS, STANDARDS, AND DETAILS
<br />ROOFING SYSTEM AND MATERIALS
<br />2-PLY SBS MODIFIED BITUMEN ELASTOMERIC, ROOFING
<br />SYSTEM FOR G[-UE-DOWN INSTALLATION OVER RGD
<br />INSULATION.
<br />BASE PLY CONSISTS OF SMOOTH SBS RB69GLASS OR
<br />POLYESTER RSNIFORCED, 118 MIL THICK MEMBRANF, 80 LBS
<br />PER 100 SQUAFE FEET (AVERAGE)
<br />CAP PLY CONSSTS OF SBS FIBERGLASS OR POLYESTER
<br />REINFORCED, 120 MIL THICKNESS WITH WHITE GRANULAR
<br />SURFACF, 90 LBS. PER 100 SQUARE FEET (MINIMUM)
<br />FLASHINGS CONSIST OF SBS FIBERGLASS OR POLYESTER
<br />REINFORCED, 98 ML THICKNESS MIR, FACED WITH EMBOSSED
<br />ALUMINUM FOIL, 90 LBS PE14 100 SQUARE FEET (MIN!")
<br />RCOFINGi BITUMENS CONSIST OF ROOFNG ASPHALT TO
<br />COMPLY WITH ASTM D31Z TYPE N
<br />MANUFACTURERS
<br />SIPLAST PARADENE 20/30 FR WITH PARADENE 20 EG
<br />BASEAND PARADIENE 30 FIR CAR WITH VERAL ALUMINUM
<br />SURFACED FLASH1% SYSTEM APPLIED OVER PARADENE
<br />20 EG FLASHING BASE PLY
<br />SCPREMA 2144 FR WITH SOPRALENE 180 SANDED BASE AND
<br />SOPPALENE 180 FR GRANULES CAP, WITH SOPRALAST 50 TV ALU
<br />ALUMINUM SURFACED FLASHING SYSTEM APPLIED OVER
<br />SOPRALENE FLAM 180 FLASHING BASE PLY
<br />APPROVED EQUIVALENT
<br />NOTE VOIDS AIR POCKETS, RIDGE$, AND WRINKLES SHALL
<br />NOT BE ACCEPTABLE AS A FINISHED PRODUCT
<br />RELATED MATERIALS
<br />WOOD MEMBERS TO COMPLY WITH ROUGH CARPENTRY
<br />CANTS PERUTE BOARD ASTM C 728 OR SOLD PT WOOD
<br />TAPERED EDGE STRIPS: RIGID PERIJTE BOARD, ASTIM C
<br />WALKWAY PROTECTION BOARDS. THICK BITUMINOUS PANELS
<br />SUBSTRATE JOINT TAPE 6' OR 8" WIDE, COATM GLASS-FIBM
<br />MASTIC SEALANT
<br />ASPHALT PRIMER ASTM D41
<br />m- -68-
<br />COMPLY WITH INS"TICNI MANLIFACTUTEM WFf rf EN
<br />INMWTM FOR TFE STCPAGI� HANDUSIGA tWALLATK)K
<br />AND ANCHORAGE OF N&LATION M SLeSTRATE OR DECK
<br />H. JOINT SEALERS
<br />PERFORMANCE REQUIREMENTS
<br />PROVIDE ELASTOMERC JOINT SEALANTS THAT HAVE BEEN
<br />PRODUCED AND INSTALLED TO ESTABLISH AND MANTAN
<br />WATERTIGHT AND AfITGHT CONTINLCUS SEALS WITHOUT
<br />CAUSING DETERICATION OF JOINT SUBSTRATES
<br />ELASTOMERIC JOINT SEALANTS
<br />COMPLY WITH ASTM C 920 AND CLASSIFICATIONS FOR TYPF,
<br />GRADE, GLASS, AND USES
<br />SlW;iLE PART POURA&E URETHANE SEALANIT FOR USE T
<br />BY VULKEM 45/MAMECO INTERNATICINAL INC. OR
<br />APPROVED EQUAL
<br />ONE -PART NONSAG URETHANE SEALANT FOR USE NT
<br />BY "VULKEM 921'lMAMEC0 INTERNATIONAL INC
<br />LATEX JOINT SEALANTS
<br />USE 'AC-20"/PECORA CORP. OR 'SONOLAC7SONNEBORN
<br />BUILDIW;, PRODUCTS OR APPROVED EQUAL AS TO COMPLY
<br />WITH ASTM C 834
<br />ACOUSTICAL JOINT SEALANTS
<br />PROVIDE NONSAG, PAINTABLE, NON-STAJNIW3 LATEX
<br />SEALANT COMPLYING WITH ASTIVI C 834
<br />FOR CONCEALED JOINTS USE NON-DRYING, NON -HARDENING
<br />SYNTHETIC RUBBER SE&k4-f FOR INTERIOR JOINTS
<br />JOINT SEALANT BACI'QNG
<br />PLASTIC FOAM JOINT FILLERS PREFORMED COMPRESSIBLE,
<br />RESILIENT, NON -STAINING MATERIAL THAT IS CLOSED-CFELL
<br />POLYETHYLENE FOAM AND NON-ABSORBANT TO LIQUID WATER
<br />OR GAS AND COMPUES WITH ASTM D 1623 AND ASTM C 1083
<br />JOINT FILLERS FOR CONCRETE PAVING
<br />BITUMENOUS FIBER JOINT FLLER PREFORMED STRIPS
<br />OF ASPHALT SATURATED FIBEREIOARD, USE EITHER
<br />*RBER EXPANSION JOINT" - THE BURKE COMPANY OR
<br />'TEX-LITE FIBER - J&P PETROLEUM PFIODUCTS INC
<br />SPECIFICATIONS GENERAL NOTE:
<br />THE SPECIFICATIONS INDICATED ON THIS PAGE ARE ARCHITECTS
<br />RECOMMENDATIONS ONLY. NOT ALL ITEMS ARE APPLICABLE TO THIS PROJECT,
<br />GENERAL CONTRACTOR TO VERIFY OWNER'S PREFERENCES PRIOR TO ORDERING
<br />MATERIALS OR PERFORMING WORK
<br />1. STANDARD STEEL FRAMES
<br />PRODUCTS/MANUFACTURERS
<br />AMWELD BUILDING PRODUCTS
<br />CECO CORPORATION
<br />MESKER INDUSTRIES
<br />FIREDOOR OF FLORIDA
<br />STEELCRAFT MANUFACTURING COMPANY
<br />FRAMES
<br />INTERIOR FRAMES 16 GAGE THICK MATERIAL, BASE
<br />METAL THICMESS
<br />ACCESSORIES
<br />SILENCEF&' RESILIENT RUBBER FITTED INTO DRILLED HOLE
<br />REMOVABLE STOPS: POLLED STEEL CHANNFI SHAPE,
<br />MITERED CORNERS, PREPARED FOR COUNTERSINK STYLE
<br />TAMPER PROOF SCREWS
<br />BITUMINOUS COATING, FIBERED ASPHALT EMULSION
<br />PRIMER ZINC CHROMATE TYPE
<br />FINISH
<br />STEEL SHEET GALVANIZED TO ASTM A525 G60 FOR
<br />INITERIOR AND G90 FOR EXTERIOR
<br />PRIMER BAKED
<br />INSTALLATION
<br />INSTALL FRAMES IN ACCORDANCE NTH ANSVSD-100 AND DHI
<br />COORDINATE W/ WALL CONSTRUCTION FOR ANCHOR PLACEMENT
<br />COORDINATE INSTALLATION OF FRAMES WITH INSTALLATION
<br />OF HARDWARE AS SPECIFIED
<br />J. FLUSH DOORS (IF APPLICABLE
<br />WARRANTY
<br />PROVIDE WARRANTY FOR LIFE OF INTERIOR DOORS
<br />PRODUCTS/MANUFACTURERS
<br />DOOR MERICA - AMERICAN SERIES
<br />CRAFTMASTER
<br />MASTER CRAFT
<br />MASONITE FLUSH SERIES
<br />OR EQUAL APPROVED BY ARCHITECT
<br />DOOR CONSTRUCTION
<br />FLUSH SOLID CORE WOOD NT0:4OR DOORS 1 3W THICK
<br />PREFINISHED TO MATCH EXISTING NTEF40R DOORS
<br />SUBMIT SAMPLE FOR OWNER / ARCHITECT REVIEW BEFORE ORDERI%
<br />K. HARDWARE (IF APPLICABLE
<br />PRCIDUCCTS/MANUFACTUIRERS
<br />HINGES HAGER, STANLEY, AND MCKINNY
<br />PUSH/PULLR ROCKWOOD, HAGER AND IVES
<br />CYLINDER LOCKS: RUSSWIN, SCHLAGE AND SARGENT
<br />SCHLAGE 'S' SERIES HAGER # M SERES W/ GRADE 2 CYLINDRICAL
<br />LEVERS OR APPROVED EQUAL
<br />CLOSERR LON RUSSWIR OR SARGENT
<br />LCN 1461 SERIES, HAGER # 5200 SERIES OR APPRCVED EQUAL
<br />CONCEALED CLOSERS USE LCN, DORMA� RIXSON
<br />PANIC HARDWARE- VON DUPRIN OR APPROVED EQUAL
<br />VON DUPRIN 22 SERIES WITH PP RIM DEVICE AND 210 NL TRIK HAGER
<br />#4700 SERIES EXJT DEVICE OR APPROVED EQUAL
<br />OVERHEAD HCLDER& GLYNN-JOHNSON, AND RXSON
<br />NO RASTC END CAP ACCEPTED
<br />MANUAL AND AUTOMATIC BOLTS� IVES, HAGER AND DO
<br />GASKETING: PEIVIKQ DURAELF, AND NATIONAL GUARD
<br />PROTECTION PLATER ROCKWOOD, HAGER, AND IVES
<br />MOUNTING HEIGHTS
<br />HINGE-S US26 LOCKSETS 38 INCH
<br />LOCKS LJS26 PUSH/PULLS 42 INCH
<br />CLOSERS US26 DEAD LOCKS 48 INCH
<br />EXIT DEVICES US26 EXIT DEVICES 38 INCH
<br />PUSH, PULL US26
<br />ALL MOUNTING HEIGHTS TO
<br />KICK PLATES COMPLY WITH FBC 2001 AND
<br />MISCELLANEOUS US26 HANDICAP ACCESSIBILITY
<br />REQUIREMENTS
<br />L. ALUMINUM ENTRANCES AND STOREFRONTS
<br />SYSTEM PERFORNIANCE REQUIREMENTS
<br />PROVIDE ALUMINUM ENTRAME AND STOREFRONT SYSTEM
<br />CAPABLE OF WITHSTANDING LOADS, THERMAL, AND STRUCTURAL
<br />MOVEMENT REQUIREMENTS WITHOUT FALLIFE, BASED ON
<br />TESTING MANUFACTURERS STANDARD UNITS. FAILURE INCLUDES:
<br />AIR INFILTRATION AND WATER PENETRATION EXCEEDING DESIGN
<br />CRITERIA AND FRAMING MEMBERS TRANSFERflNIG STRESSES
<br />CAUSED BY THERMAL AND STRUCTURAL MOVEMENT TO GLAZING
<br />DESIGN CRITERIA
<br />PHYSICALLY AND THERMALLY ISOLATE GLAZING FROM FRAMING
<br />MEMBERS AND PROVIDE GLAZING TO GLAZJW;a JOINTS THAT
<br />ACCOMMODATE THERM& AND MECHANICAL MOVEMENT AND
<br />MAINTAIN EDGE CLEARANCES
<br />STOREFRONT SYSTEMS AND ANCHORAGE TO BE CAPABLE OF
<br />WITHSTANDING WIND LOAD DESIGN PRESSURES OF 26 LB PER SF
<br />AS MEASURED IN ACCORDANCE WITH ASTIM E330
<br />STOREFRONT SYSTEMS TO PROVIDE PERMANENT RESISTANCE
<br />TO AIR INFILTRATION OF NOT MORE THAN 006 CFM PER SF
<br />OF FIXED WALL AREA MEN TESTED ACCORDING TO ASTIVI E 283
<br />AT STATIC-ARr-DIFFERENCE OF 1.57 LB PER SF
<br />STOREFRONT SYSTEMS TO PROVIDE PEI:#VMENT RESISTANCE
<br />AGAINST WATER PENETRATION AS TESTED ACCORDING TO
<br />ASTM E 331 AT MN DIFFERENTIAL PRESSURE OF 20 PERCENT
<br />OF INWARD ACTING WIND LOAD DESIGN PRESSURE, BUT NOT
<br />LESS THAT 624 LB PER SF
<br />IMPACT - RESISTANT CONDITIONS SHALL BE ACHEVED THROUGHOUT
<br />AS REQUIRED BY CODE SEE STRUCTRAL ENGINEERIWG FOR WIND
<br />LOAD PRESSURE REOUREMENTS
<br />SUBMITTALS
<br />PROVIDE SHOP DRAWINGS TO SHOW DETAILS OF FABRICATION
<br />AND INSTALLATION, INCLUDING PLANS� ELEVATIONS, SECTIONS
<br />AND DETAILS NTH PROVISIONS FOR THERMAL EXPANSION
<br />PROVIDE STANDARD CCLOR CHART FOR SELECTION BY ARCHITECT
<br />TEST REPORTS BY AN INDEPENDENT TESTING AGENCY TO SHOW
<br />COMPLIANCE WITH THE ABOVE WRITTEN DESIGN CRITERIA
<br />WARRANTY
<br />SUBMIT WRITTEN WARRANTY EXECUTED BY THE MANUFACTURER
<br />AGREEING TO REPAIR OR REPLACE COMPONENTS OF ENTRANCE
<br />AND STOREFRONT SYSTEMS THAT FAIL IN MATERIALS OR
<br />WOWMANSHIP WITHIN THE MANUFACTURERS STANDARD WAFRANTY
<br />PERIOD
<br />PRODLCTS/MANUFACTUIRERS
<br />ARCH ALUMINUM AND CLASS 00,
<br />\AESTSHORE GLASS CORP
<br />EFCO IW.
<br />YKK AMERICA, INC.
<br />KAWNEER OR APPROVED EQUAL
<br />RELATED MATERIALS
<br />GO AND/OR STOREFRONT MANUFACTURER SHALL PROVIDE THE
<br />FOLLOWING ITEMS AS PART OF THE COMPLETE STOREFRONT SYSTEM
<br />ALUMINUM FRAMING AND FRAMING ACCESSORIES
<br />STEEL RFJNFORCEMENT ASTMI A 611 AND 570 (AS RECD)
<br />GLAZING AND GLAZING GASKETS
<br />FRAMING SYSTEM GASKETS, SEALANTS, AND JOINT FILLERS
<br />SEALANTS AND JOINT RLLEFtS FOR JOINTS AT PERIMETER
<br />BITUMENOUS PANT
<br />STOREFRONT COMPONENTS
<br />CENTER GLAZE SCREW SPLINE STOREFRONT
<br />FRAMING OR APPROVED EQUAL
<br />4! STILE DOOR OR EQUAL MANUR DOOR TO BE
<br />13/4' THICK GLAZED DOOR WITH MIN. 0,125 WA THICK EXTRUDED
<br />TUB" RAIL AND STILE MEMBERS (6063-T5 OR T6 ALLOY)
<br />BRACKETS AND RENFCRCEMENITS, COMPATIBLE WTH
<br />ADJACENT MATERIALS
<br />FASTENERS AND ACCESSORIES, C09POSCN-FESISTANT
<br />CONCEALED RASHINGA C09ROSCN RESSTANT
<br />WEATHER STRIPPINn MOLDED NEOPRENE COMPLYIW3 WITH
<br />ASTM D 2000
<br />IMPACT - RESISTANT CONDITIONS SHALL BE ACHIEVED THROUGHOUT
<br />AS REQUIRED BY CODE SEE STRUCTRAL ENGINEERING FOR WIND
<br />LOAD PRESSURE REQUIREMENTS
<br />HARDWARE
<br />THRESHOLD EXTRUDED ALUMINUM ONE PIECE PER DOOR OPENINQ
<br />NON-SLP SURFACE PER MANUFACTURERS STANDARD LINE
<br />PULLS HANIDLE& STOREFRONT MANUFACTURERS STANDARD LINE
<br />PUSH BARR STOREFRONT MANUFACTURERS STANDARD LINE
<br />CLOSEFS: MANUFACTURER ST"ARD SIMILAR TO
<br />RIX901\0 WITH M19 INTERMEDIATE PIVOT (US26)
<br />TO COMPLY WITH CLOSING CYCLE FOR FBC 2002 AND ADA
<br />CYLINDERR MANUFACTURER STANDARD DOUBLE CYLINDER WITH
<br />DEADBOLT LOCK DEVICE
<br />CYLINDER GUARDS: PER MANUFACTURER STANDARDS
<br />WEATHER SWEEP MANUFACTUPOTS STANDARD EPDM BULB -TYPE
<br />NOTE ALL HARDWARE SHALL HAVE STANDARD BRUSHED NICKEL
<br />FINISH AND TO BE SELECTED BY ARCHITECT
<br />FINISHES
<br />FLUOROPOLYMER 2--COAT COATING SYSTEM PER MANUFACTURERS
<br />THERMOCAJRED SYSTEM COMPOSED OF INHIBITIVE PRIMER AND
<br />FLUCHOPMYMER COLOR TOPCOAT CONTAINING NOT LESS THAN
<br />70 PERCENT POLYVINYUDENE FLUORIDE RESIN BY WEIGHT
<br />COMPLY WITH AAMA 6052
<br />MANUFACTURERS STANDARD CCLOR LINE SELECTED BY ARCHITECT
<br />GLAZING
<br />STOREFRONT DOOR, TRANSOM, AND GLAZING BELOW 1T AFF
<br />SHALL BE FULLY TEMPERE11% WITH HORIZONTAL TEMPEP44G
<br />TO OONFORIVI WITH ANSI Z97.1 - IMPACT - RESISTANT GLAZING THROUGHOUT.
<br />SEE GLAZING SPECIFICATION SECTION
<br />INSTALLATION
<br />WHERE ALUMINUM WILL CONTACT DISSIMILAR METALS, PROTECT
<br />AGAINST GALVANIC ACTION BY PAINTING CONTACT SURFACES
<br />WITH PRIMER OR BY APR-YING SEALANTITAPE AS
<br />PECCMMENDED BY MANUFACTURER
<br />WHERE ALUMINUM WILL CONTACT COqCRETE OR MASONRY,
<br />PROTECT AGAINST CORROSION BY PANTING CONTACT SURFACES
<br />WITH BITUMENOUS PANT
<br />INSTALL COMPONENTS TO DRAIN WATER PASSI% JOINTS
<br />AND CONDENSATION OCCURING OR MIGRATING WTrHIN THE
<br />SYSTEM TO THE EXTERIOR
<br />M. GLAZING
<br />SYSTEM PERFORMANCE REQUIREMENTS
<br />PROVIDE GLAZING SYSTEMS THAT ARE PRODUCED, FABRCATED�
<br />AND INSTALLED TO WITHSTAND NORMAL THERMAL MOVEMENT,
<br />WIND LOADING, AND IMPACT LOADING, WITHOUT FAILURE
<br />INCLUD114G LOSS AND GLASS BREAKAGE ATTP43UTABLE TO
<br />THE FOLLOVONG
<br />DEFECT7VE MANUFACTURE, FABRICATION, AND NSTALLATION
<br />FAILURE OF SEALANTS OR GASKETS TO REMAIN WATERTIGHT
<br />AND AJRTIC44T
<br />DETERIORATION OF GLAZING MATERALS AND OTHER DEFECTS
<br />IN CONSTRUCTION
<br />GLASS THICKNESS INDICATED ON DRAWINGS ARE FOR
<br />DETAILING ONLY, CONFIRM GLASS THICKNESS BY ANALYZING
<br />PROJECT LOADS MINIMUM GLASS THICKNESS = 1/4 INCH
<br />OBTAIN GLASS FROM ONE SOURCE FOR EACH PRODUCT BELOW
<br />PRIMARY GLASS OF EACH (ASTIVI C 1036) TYPE
<br />HEAT -TREATED GLASS OF EACH (ASTM C 1048) CONDITION
<br />POLISHED WIRED GLASS (ASTIVIC 1048)
<br />PRODUCTS/MANUFACTURERS
<br />PRIMARY FLOAT GLASS: ASTM G 1036, TYPE I,
<br />TRANSPARENT GLASG� FLAT, QUALITY 03
<br />CLASS 1 (CLEAF4 UNLESS OTHERWISE INDICATED
<br />CLASS 2 (SMOKE TINTED, HEAT-ABSORBW-i AND LIGHT
<br />PEDUCIW:3) MERE INDICATED.
<br />FULL HEIGHT V4� MIRROR UNLESS OTHERWISE NOTED
<br />HEAT -TREATED FLOAT GLASS ASTM C 1048, CONDITION A
<br />TYPE 1, CLASS 1 OR 2 (AS INDICATED), FLAT, QUALITY 03
<br />FT CLASS 1 (CLEARI UNLESS OTHERWISE INDCATED
<br />FT CLASS 2 (SMOKE- TINTED, HEAT-ABSORBINCA AND LIGHT
<br />REDUCING) WHERE INDICATED.
<br />FULL HEIGHT 1/4� FULLY TEMPERED AS SPECIFIED
<br />ALL EXTERIOR GLAZI% SHALL BE IMPACT--FESISTANT, DOUBLE
<br />INSULATED� LIGHT GRAY TINT PER DRAWINGS
<br />N. PORTLAND CEMENT PLASTER
<br />PRODUCTS/MANUFACTURER
<br />EXPANDED METAL LATH
<br />DETFICH INDUSTRIES INC.
<br />UNITED STATES GYPSUM CO.
<br />DALE / INCOR INDUSTRIES INC
<br />UNIMAST INC
<br />METAL ACCESSORIES
<br />FRY REGLET CORPORATION
<br />UNITED STATES GYPSUM CO.
<br />DALE / INCOR INDUSTRIES NC
<br />UNIMAST INC
<br />PLASTIC ACCESSORIES
<br />ALABAMA METAL INDUSTRIES CORP.
<br />PLASTIC COMPONENTS INC
<br />VINYL CORP,
<br />STUCCO ACCESSORIES
<br />FLORIDA STUCCO CORP,
<br />HIGHLAND STUCCO
<br />UNITED STATES GYPSUM 00.
<br />RELATED MATERIALS
<br />EXPANDED METAL LATH TO COMPLY WITH ASTM C 847
<br />STRUCTURAL QUALITY ZINC COATED CCMPL'rl% WITH
<br />ASTIVI A 653, G60 DIAMOND MESH TYPE
<br />PAPER BACKED LATH TO COMPLY WITH FS UU-13-790
<br />TYPE I; VAPOR -PERMEABLE PAPER GRADE D, STYLE 2
<br />CORNERBEADS, CASING BEADS, AND CONTROL JOINTS
<br />SHALL BE PVC PLASTIC TYPE, MR 0.035 INCH THICK
<br />PORTLAND CEMENT BASE COAT, ASTM C 150� TYPE I
<br />PORTLAND CEMENT FINISH COAT PER MANUFACTUIFERS
<br />STANDARD PACKAGED STUCCO, INCLUDING PORTLAND
<br />CEMENT, AGGREGATE, AND OTHER PROPRIETARY 84GREDENTS
<br />SAND AGGREGATE FOR BASE COATS* ASTIVI C 897
<br />INSTALLATION
<br />TWO COAT WORK OVER CONCRETE UNIT MASONRY
<br />BASE -COAT' 1 PART PORTLAND CEMENT, 3/4 TO 11/2 PARTS
<br />LIMF, 3-4 PARTS AGGREGATE, 3/8' THICKNESS
<br />THREE COAT WORK OVER METAL LATR
<br />SCRATCH COAT 1 PART PORTLAND CEMENT, 0 TO 3/4 PARTS
<br />LIMF- 2 1/2 TO 4 PARTS AGGREGATE, 3/8" THICKNESS
<br />BROWN COAT I PART PORTLAND CEMENT, 0 TO 314 PARTS
<br />LIMF- 3-5 PARTS AGGREGATF, 1/4� THICKNESS
<br />FINISH COAT. PROPORTION MATERIALS FOR FINISH COATS
<br />IN PARTS BY VOLUME. USE 1 PART PORTLAND CEMENT,
<br />34 TO 11/2 PARTS LIME 3 PARTS SAND, 1/8 INCH THICK
<br />Issue Date
<br />09-03-21
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<br />Job Nwrber
<br />2008
<br />Revisilons
<br />A
<br />Sheet No.
<br />A6
<br />
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