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<br />SECTION 02361 - TERMITE PRO ECTIQN
<br />PART i - GENERAL.
<br />1.1 SECTION REQUIREMENTS
<br />A. SUBMITTALS: PRODUCT DATA AND PRODUCT CERTIFICATES SIGNED BY MANUFACTURER CERTIFYING THAT PRODUCTS USED
<br />COMPLY WITH U.S. EPA REGULATIONS FOR TERMITICIDES. INCLUDE APPLICATION INSTRUCTIONS AND A EPA -REGISTERED LABEL.
<br />B. ENGAGE A LICENSED PROFESSIONAL PEST CONTROL OPERATOR TO APPLY TERMITE CONTROL SOLUTION.
<br />PART 2 - PRODUCTS
<br />2.1 TERMITICIDES
<br />A. PROVIDE AN EPA -REGISTERED TERMITICIDE COMPLYING WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION, IN A
<br />5OLUABLE OR EMULSIBLE, CONCENTRATED FORMULATION THAT DILUTES WITH WATER OR FOAMING AGENT, USE ONLY SOIL
<br />TREATMENT SOLUTIONS THAT ARE NOT HARMFUL TO PLANTS. PROVIDE QUANTITY REQUIRED FOR APPLICATION AT THE LABEL
<br />VOLUME AND RATE FOR THE MAXIMUM TERMITICIDE CONCENTRATION ALLOWED FOR EACH SPECIFIC USE, ACCORDING TO THE
<br />PRODUCT'S EPA -REGISTERED LABEL.
<br />PARTS - EXEIGITKIN
<br />3.1 INSTALLATION
<br />A. PREPARE SURFACES AND APPLY TREATMENT AT RATES AND CONCENTRATIONS RECOMMENDED IN MANUFACTURER'S WRITTEN
<br />INSTRUCTIONS.
<br />B. APPLY TERMITE CONTROL TO THE FOLLOWING:
<br />I. AT FOUNDATIONS.
<br />2. UNDER CONCRETE FLOOR SLABS ON GRADE.
<br />3. AT HOLLOW MASONRY.
<br />4, AT EXPANSION AND CONTROL JOINTS AND SLAB PENETRATIONS.
<br />5. TREAT ADJACENT AREAS INCLUDING AROUND ENTRANCE PLATFORM AND EQUIPMENT BASES. APPLY OVERALL
<br />TREATMENT ONLY WHERE ATTACHED CONCRETE PLATFORM ARE ON FILL OR GROUND.
<br />C. POST WARNING SIGNS IN AREAS OF APPLICATION.
<br />D. REAPPLY SOIL TERMITICIDE TREATMENT SOLUTION TO AREAS DISTURBED BY SUBSEQUENT EXCAVATION OR
<br />OTHER CONSTRUCTION ACTIVITIES FOLLOWING APPLICATION.
<br />END OF SECTION 02361
<br />SECTION 02751 - CONCRETE PAVEMENT
<br />PART I - GENERAL
<br />1,1 SECTION REQUIREMENTS
<br />A. SUBMITTALS: PRODUCT DATA, DESIGN MIXES FOR CONCRETE, LABORATORY TEST REPORTS,
<br />B. COMPLY WITH ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE."
<br />PART 2 - PRODUCTS
<br />2.1 MATERIALS
<br />A. REINFORCING BARS: ASTM A 615/A 615M, GRADE 60 (GRADE 420), DEFORMED.
<br />B. WELDED STEEL WIRE FABRIC: ASTM A 185, FLAT SHEETS NOT ROLLS.
<br />G. AIR -ENTRAINING ADMIXTURE: ASTM C 260.
<br />D. CHEMICAL ADMIXTURES: ASTM C 494. CALCIUM CHLORIDE SHALL NOT BE USED.
<br />E. LIQUID MEMBRANE -FORMING CURING COMPOUND: ASTM G 30% CLEAR, TYPE I, CLASS B, WATERBORNE.
<br />F. PAVEMENT -MARKING PAINT: FS TT-P-Ig52, LATEX, WATER -BASE EMULSION.
<br />2.2 MIXES
<br />A. PROPORTION NORMAL -WEIGHT CONCRETE MIXES TO PROVIDE THE FOLLOWING PROPERTIES:
<br />I. COMPRESSIVE STRENGTH: 3000 PSI (20.7 MPA) AT 28 DAYS.
<br />2. SLUMP LIMIT: 4 INCHES (100 MM) AT POINT OF PLACEMENT.
<br />3. W/C RATIO: 0.45 MAXIMUM AT POINT OF PLACEMENT.
<br />4. AIR CONTENT: 6.5 TO 7.0 PERCENT.
<br />PARTS - EXECUTION
<br />3.1 PAVING
<br />A. ACCURATELY POSITION AND SUPPORT REINFORCEMENT, AND SECURE AGAINST D15PLACEMENT.
<br />B. LOCATE AND INSTALL CONTRACTION, CONSTRUCTION, ISOLATION, AND EXPANSION JOINTS AS INDICATED OR REQUIRED.
<br />C. PLACE CONCRETE IN A CONTINUOUS OPERATION WITHIN PLANNED JOINTS OR SECTIONS. DO NOT ADD WATER TO ADJUST SLUMP
<br />D. FLOAT SURFACES TO TRUE PLANES WITHIN A TOLERANCE OF 1/4 INCH IN 10 FEET (1:480) AND
<br />MEDIUM -TO -COARSE -TEXTURED BROOM FINISH,
<br />E. TOOL EDGES AND JOINTS TO A RADIUS OF 3/8 INCH (9.5 MM).
<br />F. BEGIN CURING AFTER FINISHING CONCRETE. APPLY MEMBRANE -FORMING CURING COMPOUND TO CONCRETE.
<br />G. APPLY TRAFFIC PAINT WITH MECHANICAL EQUIPMENT TO A MINIMUM NET FILM THICKNESS OF 15 MILS (0.4 MM).
<br />H. OWNER WILL EMPLOY A TESTING AGENCY TO SAMPLE CONCRETE, PERFORM TESTS, AND SUBMIT TEST REPORTS DURING
<br />CONCRETE PLACEMENT.
<br />1. GENERAL CONTRACTOR AND REPLACE CONCRETE PAVING THAT IS BROKEN, DAMAGED, OR DEFECTIVE. EXCLUDE TRAFFIC
<br />FROM PAVING FOR AT LEAST 14 DAYS.
<br />END OF SECTION 02751
<br />SECTION 06100 - ROUGH CARPENTRY
<br />PART 1 - GENERAL
<br />1.1 SECTION REQUIREMENTS
<br />A. SUBMITTALS: MODEL CODE EVALUATION REPORTS FOR ENGINEERED WOOD PRODUCTS, FOAM -PLASTIC SHEATHING, AND
<br />FIRE -RETARDANT -TREATED WOOD.
<br />PART 2 - PRODUCTS
<br />2.1 LUMBER, GENERAL
<br />A. DRESSED LUMBER, 545, 15 PERCENT MAXIMUM MOISTURE CONTENT FOR 2-INCH (38-MM) THICKNESS OR LESS,
<br />MARKED WITH GRADE STAMP OF INSPECTION AGENCY,
<br />2.2 TREATED MATERIALS
<br />A. PRESERVATIVE -TREATED MATERIALS: AWPA C2 LUMBER AND AWPA C9 PLYWOOD, LABELED BY AN INSPECTION AGENCY
<br />APPROVED BY AL5C'5 HOARD OF REVIEW, AFTER TREATMENT, KILN -DRY LUMBER AND PLYWOOD TO Iq AND 15 PERCENT
<br />MOISTURE CONTENT, RESPECTIVELY, TREAT INDICATED ITEMS AND THE FOLLOWING:
<br />I. WOOD MEMBERS IN CONNECTION WITH ROOFING, FLASHING, VAPOR BARRIERS, AND WATERPROOFING.
<br />2. CONCEALED MEMBERS IN CONTACT WITH MASONRY OR CONCRETE.
<br />3. WOOD FRAMING MEMBERS LESS THAN 18 INCHES (460 MM) ABOVE GRADE.
<br />4. WOOD FLOOR PLATES INSTALLED OVER CONCRETE SLABS DIRECTLY IN CONTACT WITH EARTH.
<br />B. FIRE -RETARDANT -TREATED MATERIALS: AWPA C20 LUMBER AND AWPA C27 PLYWOOD, INTERIOR TYPE A
<br />TREATMENT, LABELED HY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION.
<br />1. USE TREATED LUMBER AND PLYWOOD WITH BENDING STRENGTH, STIFFNESS, AND FASTENER -HOLDING CAPACITIES THAT
<br />ARE N07 REDUCED BELOW VALUES PUBLISHED BY MANUFACTURER OF CHEMICAL FORMULATION UNDER ELEVATED
<br />TEMPERATURE AND HUMIDITY CONDITIONS.
<br />2.3 LUMBER
<br />A. DIMENSION LUMBER: THE FOLLOWING GRADES PER INSPECTION AGENCY INDICATED. SELECT ONE GRADE REQUIREMENT AND ONE
<br />OR MORE SPECIES GROUP IN SUBPARAGRAPHS BELOW FOR EACH APPLICATION DEPENDING ON AVAILABILITY AND SUITABILITY FOR
<br />PROJECT, DESIGNATE LOAD -BEARING WALLS ON DRAWINGS.
<br />1. NON -LOAD -BEARING INTERIOR PARTITIONS: CONSTRUCTION, STUD, OR NO. 3.
<br />2. FRAMING OTHER THAN NON -LOAD -BEARING PARTITIONS: CONSTRUCTION, STUD, OR NO.
<br />B. CONCEALED BOARDS: 19 PERCENT MAXIMUM MOISTURE CONTENT: EASTERN SOFTWOODS: NO. 3 COMMON PER NELMA RULES.
<br />C. MISCELLANEOUS LUMBER: NO. 3 OR STANDARD GRADE OF ANY SPECIES FOR NAILERS, BLOCKING, AND 51MILAR MEMBERS.
<br />2.4 ENGINEERED WOOD PRODUCTS
<br />A. ENGINEERED WOOD PRODUCTS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND WITH ALLOWABLE DESIGN STRESSES, AS
<br />PUBLISHED BY MANUFACTURER, THAT MEET OR EXCEED THOSE INDICATED. MANUFACTURER'S PUBLISHED VALUES SHALL BE
<br />DEMONSTRATED BY COMPREHENSIVE TESTING.
<br />B. LAMINATED -VENEER LUMBER: LAMINATED WITH AN EXTERIOR -TYPE ADHESIVE COMPLYING WITH ASTM D 255q, WITH GRAIN OF
<br />VENEERS PARALLEL TO THEIR LENGTHS,
<br />1. EXTREME FIBER STRESS IN BENDING: 2500 P51 (17 MPA) FOR 12-INCH NOMINAL- (286-MM ACTUAL-) DEPTH MEMBERS.
<br />2. MODULUS OF ELASTICITY: 2,000,000 PSI (13 800 MPA). STRUCTURAL PROPERTIES FOR PRODUCT ABOVE AND BELOW ARE
<br />BASED ON PRODUCTS OF ONE MANUFACTURER. VERIFY ADEQUACY AND LOCAL AVAILABILITY BEFORE RETAINING. REVISE AS
<br />NEEDED,
<br />G. PARALLEL -STRAND LUMBER: LAID UP FROM WOOD STRANDS WITH EXTERIOR -TYPE ADHESIVE COMPLYING WITH
<br />ASTM D 2559,WIT14 GRAIN OF STRANDS PARALLEL TO THEIR LENGTHS.
<br />I. EXTREME FIBER STRESS IN BENDING: 2900 P51 (20 MPA) FOR 12-INC14 NOMINAL- (286-MM ACTUAL-) DEPTH MEMBERS.
<br />2. MODULUS OF ELASTICITY: 2,000,000 PSI (13 800 MPA).
<br />2.5 PANEL PRODUCTS
<br />A. WOOD -BASED STRUCTURAL -USE PANELS: DOG P5 2. PROVIDE PLYWOOD COMPLYING WITH DOC PS 1, WHERE PLYWOOD 15
<br />INDICATED,
<br />1. FACTORY MARK PANELS EVIDENCING COMPLIANCE WITH GRADE REQUIREMENTS.
<br />2. PROVIDE PANELS WITH SPAN RATINGS REQUIRED BY SUPPORT SPACING INDICATED.
<br />3. WALL SHEATHING: APA-RATED STRUCTURAL I SHEATHING, EXPOSURE I.
<br />4. ROOF SHEATHING: APA-RATED STRUCTURAL I SHEATHING, EXTERIOR.
<br />2.6 MISCELLANEOUS PRODUCTS
<br />A. AIR -INFILTRATION BARRIER: A5TM D 226, TYPE I, NO. 15 ASPHALT FELT, UNPERFORATED OR POLYOLEFIN MATERIAL COMPLYING
<br />WITH ASTM E 1677, TYPE I, WITH MINIMUM WATER -VAPOR TRANSMISSION OF 10 PERMS (575 NG/PA X S X 50. M).
<br />B. FASTENERS: SIZE AND TYPE INDICATED. WHERE ROUGH CARPENTRY 15 EXPOSED TO WEATHER, IN GROUND CONTACT, OR IN
<br />AREA OF HIGH RELATIVE HUMIDITY, PROVIDE FASTENERS WITH A HOT -DIP ZINC COATING PER ASTM A 153 OR OF TYPE 304
<br />STAINLESS STEEL.
<br />I. POWER -DRIVEN FASTENERS: CABO NER-272,
<br />2. BOLTS: STEEL BOLTS COMPLYING WITH ASTM A 307, GRADE A (ASTM F 568, PROPERTY CLASS 4.6); WITH ASTM A 563
<br />(ASTM A 563M) HEX NUTS AND, WHERE INDICATED, FLAT WASHERS.
<br />C. METAL FRAMING ANCHORS: HOT -DIP GALVANIZED STEEL OF STRUCTURAL CAPACITY, TYPE, AND SIZE INDICATED,
<br />D. SILL -SEALER: GLASS -FIBER INSULATION, I -INCH (25-MM) THICK, COMPRESSIBLE TO 1/32 INCH (0.8 MM).
<br />E. ADHESIVES FOR FIELD GLUING PANELS TO FRAMING: APA AFG-01.
<br />PARTS - 609OU ION
<br />3.1 INSTALLATION
<br />A. FIT ROUGH CARPENTRY TO OTHER CONSTRUCTION; SCRIBE AND COPE FOR ACCURATE FIT. CORRELATE LOCATION OF FURRING,
<br />BLOCKING, AND SIMILAR SUPPORTS TO ALLOW ATTACHMENT OF OTHER CONSTRUCTION.
<br />B. SECURELY ATTACH ROUGH CARPENTRY WORK TO SUBSTRATE BY ANCHORING AND FASTENING AS INDICATED, COMPLYING WITH
<br />THE FOLLOWING:
<br />I. CAW NER-272 FOR POWER -DRIVEN STAPLES, P-NAILS, AND ALLIED FASTENERS.
<br />2. PUBLISHED REQUIREMENTS OF METAL FRAMING ANCHOR MANUFACTURER.
<br />END OF SECTION 06100
<br />SECTION 07110 - DAMPPROOFING
<br />1.1 SECTION REQUIREMENTS
<br />AT LOCATIONS BETWEEN BRICK VENEER OR MANUFACTURED STONE AND CMU CONSTRUCTION, THE FACE OF THE CMU SHALL BE
<br />PROVIDED WITH DAMPPROOFING APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DAMPPROOFING SHALL CONSIST
<br />OF A WATER EMULSION OF ASPHALT FORMULATED FOR SPRAYING OR BRUSHING, AND USE FOR ON GREEN OR SLIGHTLY DAMPENED
<br />WALLS. ACCEPTABLE PRODUCTS ARE:
<br />1) KARNAK CHEMICAL CORP., KARNAK 100 AF NON-FIBERED EMULSION DAMPPROOFING
<br />2) BASF BUILDING SYSTEMS, HYDROCIDE 700E
<br />3) TEXMASTIC INTERNATIONAL, INC., TEXMASTIC SPRAY MASTIC #712-B
<br />4) GRACE CONSTRUCTION PRODUCTS, GRACE PROGOR 75
<br />END OF SECTION 07110
<br />SECTION 07242 - ROOF INSULATION
<br />SEE SECTION 07500
<br />SECTION 07210 - BUILDING INSULATION
<br />PART I - GENERAL
<br />1.1 SECTION REQUIREMENTS
<br />A. SUBMITTALS: PRODUCT DATA FOR EACH TYPE OF INSULATION PRODUCT SPECIFIED. MODIFY RATINGS IN PARAGRAPH BELOW TO
<br />SUIT AUTHORITIES HAVING JURISDICTION, INSULATION MATERIAL SELECTED, OR IF INSULATION MATERIALS WILL REMAIN EXPOSED.
<br />B. SURFACE -BURNING CHARACTERISTICS: ASTM E 84, FLAME -SPREAD RATINGS OF 75 OR LESS AND SMOKE -DEVELOPED RATINGS OF
<br />450 OR LESS.
<br />PART 2 - PRODUCTS
<br />2.1 INSULATION PRODUCTS
<br />A. EXTRUDED -POLYSTYRENE BOARD INSULATION: ASTM C 578, TYPE [IV] IV] [VD [VIII [XI.
<br />B. MOLDED -POLYSTYRENE 130ARD INSULATION: ASTM C 578, TYPE [I] 1111 [VIIII.
<br />C. POLYISOCYANURATE BOARD INSULATION: ASTM G 1259, TYPE I, CLASS 1 OR 2, FACED ON BOTH SIDES WITH ALUMINUM FOIL.
<br />D. FLEXIBLE GLASS -FIBER -BOARD INSULATION: ASTM G 612, TYPE IA OR ASTM C 553, TYPES I, 11, AND III; FOIL-SCRIM-KRAFT
<br />FACED; NOMINAL DENSITY OF 1.5 LB/CU. FT. (24 KG/CU. M).
<br />E. GLASS -FIBER -BOARD INSULATION: ASTM C 612, TYPE IA OR TYPE IA AND 15; FOIL-SCRIM-KRAFT OR FOIL -SCRIM -POLYETHYLENE
<br />FACED; NOMINAL DENSITY OF 3 LB/GU. FT. (48 KG/CU. M).
<br />F. MINERAL -FIBER -BLANKET INSULATION: ASTM C 665, TYPE III, CLASS A, FOIL-SCRIM-KRAFT, FOIL -SCRIM, OR
<br />FOIL -SCRIM -POLYETHYLENE VAPOR -RETARDER MEMBRANE ON ONE FACE WITH FIBERS MANUFACTURED FROM GLASS.
<br />2.2 ACCESSORIES
<br />A. VAPOR RETARDER: REINFORCED POLYETHYLENE OR FIRE -RETARDANT, REINFORCED POLYETHYLENE, MIN. 6 MILL THICK.
<br />B. EAVE VENTILATION TROUGHS: PREFORMED, RIGID FIBERBOARD OR PLASTIC SHEETS DESIGNED TO FIT BETWEEN ROOF FRAMING
<br />MEMBERS AND TO PROVIDE CROSS -VENTILATION BETWEEN ATTIC SPACES AND VENTED EAVES.
<br />PARTS - 0021TI0N
<br />3.1 INSTALLATION
<br />A. INSTALL INSULATION IN AREAS AND IN THICKNESSES INDICATED OR REQUIRED TO PRODUCE R-VALUE5 INDICATED. CUT AND FIT
<br />TIGHTLY AROUND OBSTRUCTIONS AND FILL VOIDS WITH INSULATION.
<br />B. EXTEND VAPOR RETARDER TO EXTREMITIES OF AREAS TO BE PROTECTED FROM VAPOR TRANSMISSION. SECURE IN PLACE WITH
<br />ADHESIVES OR OTHER ANCHORAGE.
<br />NOTE - AS AN ALTERNATE TO EXTRUDED POLYSTYRENE BOARD THE CONTRACTOR MAY USE INJECTED FOAM INSULATION AT
<br />ALL CMU CAVITIES NOT FILLED WITH CONCRETE. COMPLY WITH MANUFACTURER'S SPECIFICATION. BY: TAYLORED FOAM,
<br />CORE -FILL 500, OR EQUAL.
<br />END OF SECTION 07210
<br />SECTION 07425 - COMPOSITE WALL PANELS
<br />PART I - GF.IIERAL
<br />1.1 SECTION INCLUDES:
<br />A. EXTERIOR, PANELIZED FIBER CEMENT CLADDING SYSTEM AND ACCESSORIES TO COMPLETE A DRAINED AND
<br />BACK -VENTILATED RAINSCREEN.
<br />12 RELATED SYSTEMS
<br />A. STRUCTURAL METAL STUD FRAMING
<br />B. ROUGH CARPENTRY
<br />G. SHEATHING
<br />D. THERMAL PROTECTION
<br />E. WEATHER BARRIERS
<br />F. FLASHING AND SHEET METAL
<br />G. JOINT PROTECTION
<br />1.3 REFERENCES
<br />A. AMERICAN ARCHITECTURAL MANUFACTURERS A55XIATION (AAMA):
<br />I. AAMA 50q-09 - VOLUNTARY TEST AND CLASSIFICATION METHOD OF DRAINED AND BACK VENTILATED RAIN SCREEN
<br />WALLCLADDING SYSTEMS
<br />B. ASTM INTERNATIONAL (ASTM):
<br />I. ASTM C 518 - STANDARD TEST METHOD FOR STEADY-STATE THERMAL TRANSMISSION PROPERTIES BY MEANS OF THE
<br />HEAT FLOW METER APPARATUS.
<br />2, A5TM C 1185 - STANDARD TEST METHODS FOR SAMPLING AND TESTING NON -ASBESTOS FIBER CEMENT.
<br />A. ASTM C 1186 - STANDARD SPECIFICATION FOR FLAT FIBER -CEMENT SHEETS.
<br />3. ASTM E-B4 - STANDARD TEST FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS.
<br />4. ASTM E IN - STANDARD TEST METHODS FOR FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS.
<br />5. ASTM E 228 - STANDARD TEST METHOD FOR LINEAR THERMAL EXPANSION OF SOLID MATERIALS WITH A VITREOUS
<br />51LICA DILATOMETER,
<br />6. ASTM E 330 - STANDARD TEST METHOD FOR STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS, CURTAIN WALLS,
<br />AND DOORS BY UNIFORM STATIC AIR PRESSURE DIFFERENCE.
<br />7. ASTM E 331 - STANDARD TEST METHOD FOR WATER PENETRATION OF EXTERIOR WINDOWS, CURTAIN WALLS, AND
<br />DOORS BY UNIFORM STATIC AIR PRESSURE DIFFERENCE,
<br />B.ASTM G 23 - STANDARD PRACTICE FOR OPERATING LIGHT -EXPOSURE APPARATUS (CARBON-ARG TYPE) WITH AND
<br />WITHOUT WATER FOR EXP05URE OF NONMETALLIC MATERIALS, REPLACED BY G152 AND G153.
<br />C. FLORIDA BUILDING CODE - TEST PROTOCOL HVHZ
<br />I. TESTING APPLICATION STANDARD (TAS) 201, 202, 203 - IMPACT TEST PROCEDURES
<br />D. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA):
<br />L NFPA 285 - FIRE TEST METHOD FOR EXTERIOR WALL ASSEMBLIES CONTAINING COMBUSTIBLE MATERIAL.
<br />2. NFPA 268 - IGNITION RESISTANCE OF EXTERIOR WALL ASSEMBLIES.
<br />IA SUBMITTALS
<br />A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DESCRIPTION, STORAGE AND HANDLING REQUIREMENTS, AND
<br />INSTALLATION INSTRUCTIONS.
<br />B. PRODUCT TEST REPORTS AND CODE COMPLIANCE: DOCUMENTS DEMONSTRATING PRODUCT COMPLIANCE WITH LOCAL BUILDING
<br />CODE, SUCH AS TEST REPORTS OR EVALUATION REPORTS FROM QUALIFIED, INDEPENDENT TESTING AGENCIES.
<br />C. MANUFACTURER'S DETAILS: SUBMIT DRAWINGS (.DWG, .RVT, AND/OR .PDF FORMATS), INCLUDING PLANS, SECTIONS,
<br />SHOWING INSTALLATION DETAILS THAT DEMONSTRATE PRODUCT DIMENSIONS, EDGE/TERMINATION CONDITIONS/TREATMENTS,
<br />COMPRESSION AND CONTROL JOINTS, CORNERS, OPENINGS, AND PENETRATIONS.
<br />D. SAMPLES: VERIFY IF REQUIRED BY OWNER OR ARCHITECT. IF REQUIRED, SUBMIT SAMPLES OF FAGH PRODUCT TYPE
<br />PROPOSED FOR USE.
<br />1.6 QUALITY ASSURANCE
<br />A. MANUFACTURER QUALIFICATIONS:
<br />1. ALL FIBER CEMENT PANELS SPECIFIED IN THIS SECTION MUST BE SUPPLIED BY A MANUFACTURER WITH A MINIMUM OF
<br />10 YEARS OF EXPERIENCE IN FABRICATING AND SUPPLYING FIBER CEMENT CLADDING SYSTEMS,
<br />A. PRODUCTS COVERED UNDER THIS SECTION ARE TO BE MANUFACTURED IN AN ISO 9001 CERTIFIED FACILITY,
<br />2. PROVIDE TECHNICAL AND DESIGN SUPPORT AS NEEDED REGARDING INSTALLATION REQUIREMENTS AND WARRANTY
<br />COMPLIANCE PROVISIONS.
<br />B. INSTALLER QUALIFICATIONS: ALL PRODUCTS LISTED IN THIS SECTION ARE TO BE INSTALLED BY A SINGLE INSTALLER
<br />TRAINED BY MANUFACTURER OR REPRESENTATIVE.
<br />G. MOCK-UP WALL: VERIFY IF REQUIRED BY OWNER OR ARCHITECT. IF REQUIRED, PROVIDE A MOCK-UP WALL AS EVALUATION
<br />TOOL FOR PRODUCT AND INSTALLATION WORKMANSHIP.
<br />D. PRE -INSTALLATION MEETINGS: PRIOR TO BEGINNING INSTALLATION, CONDUCT CONFERENCE TO VERIFY AND DISCUSS
<br />SUBSTRATE CONDITIONS, MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WARRANTY REQUIREMENTS, AND PROJECT
<br />REQUIREMENTS.
<br />1.6 DELIVERY, STORAGE, AND HANDLING
<br />A. PANELS MUST BE STORED FLAT AND KEPT DRY BEFORE INSTALLATION. A WATERPROOF COVER OVER PANELS AND
<br />ACCE55ORIE5 SHOULD BE USED AT ALL TIMES PRIOR TO INSTALLATION.
<br />B. IF PANELS ARE EXPOSED TO WATER OR WATER VAPOR PRIOR TO INSTALLATION, ALLOW TO COMPLETELY DRY BEFORE
<br />INSTALLING. FAILURE TO DO 50 MAY RESULT IN PANEL SHRINKAGE AT SHIP LAP JOINTS, AND SUCH ACTION MAY VOID
<br />WARRANTY.
<br />C. PANELS MUST BE CARRIED ON EDGE. DO NOT CARRY OR LIFT PANELS FLAT, IMPROPER HANDLING MAY CAUSE CRACKING OR
<br />PANEL DAMAGE.
<br />D. DIRECT CONTACT BETWEEN THE PANELS AND THE GROUND SHOULD BE AVOIDED AT ALL TIMES. IT 15 NECESSARY TO KEEP
<br />PANELS GLEAN DURING INSTALLATION PROCESS.
<br />1.7 WARRANTY
<br />A. PROVIDE MANUFACTURER'S 50-YEAR WARRANTY AGAINST MANUFACTURED DEFECTS IN FIBER CEMENT PANELS.
<br />B. PROVIDE MANUFACTURER'S 15-YEAR WARRANTY AGAINST MANUFACTURED DEFECTS IN PANEL FINISH.
<br />C. WARRANTY PROVIDES FOR THE ORIGINAL PURCHASER, SEE WARRANTY FOR DETAILED INFORMATION ON TERMS, CONDITIONS
<br />AND LIMITATIONS.
<br />PART lit PRODUCTS
<br />2.1 MANUFACTURERS
<br />A. ACCEPTABLE MANUFACTURER: NICHIHA CORPORATION, 18-19 NI5PIKI 2-GN0ME NAKA-KU, NAGOYA, AICHI 460-8610, JAPAN.
<br />B. ACCEPTABLE MANUFACTURER'S REPRESENTATIVE: NICHIHA USA, INC., 6465 E. JOHNS CROSSING, SUITE 250, JOHNS CREEK,
<br />GA 30097. TOLL FREE: 1.866.424.4421, OFFICE: 770.B05.9466, FAX: 770.805A467, WWW.NICHIHA.COM.
<br />1. BASIS OF DE51GN PRODUCT: AS SPE FW ON V(TPRIOR FINISH Sd10U1.1
<br />A. PROFILE COLORS: BARK, CEDAR.
<br />B. PROFILES: WOOD PLANK TEXTURE WITH THREE, 3/8' GROOVES RUNNING LENGTHWISE, 5PAGED 5-5/8' APART,
<br />C. ACCESSORY/COMPONENT OPTIONS:
<br />I. MANUFACTURED CORNERS NOT REQUIRED. PROVIDE MANUFACTURER'S CORNER KEY TRIM.
<br />II. ALUMINUM TRIM TO BE PAINTED PER FINISH SCHEDULE: OUTSIDE CORNERS (CORNER KEY, OPEN OUTSIDE
<br />CORNER), VERTICAL JOINTS (H-MOLD), TERMINATIONS (J-MOLD)
<br />III. ESSENTIAL FLASHING SYSTEM: STARTER, COMPRESSION JOINT, OVERHANG,
<br />D. DIMENSIONS - AWP-3030: 455MM (17-7/8') (H) X 3,030 MM (II9-5/16') (L).
<br />E. PANEL THICKNESS: 16 MM (5/8").
<br />F. WEIGHT: 57.32 LBS. PER PANEL.
<br />G. COVERAGE: 14.51 SQ. FT. PER PANEL.
<br />H. FACTORY SEALED ON SIX [6] SIDES.
<br />C. SUBSTITUTIONS: NOT PERMITTED.
<br />2.2 MATERIALS
<br />A. FIBER CEMENT PANELS MANUFACTURED FROM A PRESSED, STAMPED, AND AUTOCLAVED MIX OF PORTLAND CEMENT, FLY
<br />ASH, SILICA, RECYCLED REJECTS, AND WOOD FIBER BUNDLES.
<br />B. PANEL SURFACE PRE -FINISHED AND MACHINE APPLIED.
<br />C. PANELS PROFILED ALONG ALL FOUR EDGES, SUCH THAT BOTH HORIZONTAL AND VERTICAL JOINTS BETWEEN THE INSTALLED
<br />PANELS ARE SHIP -LAPPED,
<br />D. FACTORY -APPLIED SEALANT GASKET ADDED TO TOP AND RIGHT PANEL EDGES; ALL JOINTS CONTAIN A FACTORY SEALANT.
<br />2.3 PERFORMANCE REQUIREMENTS:
<br />A. FIBER CEMENT CLADDING - MUST COMPLY WITH ASTM C-1186, TYPE A, GRADE II REQUIREMENTS:
<br />1. WET FLEXURAL STRENGTH, LOWER LIMIT: 1015 PSI.
<br />2.WATER TIGHTNESS: NO WATER DROPLETS OBSERVED ON ANY SPECIMEN.
<br />3.FREEZE-THAW: NO DAMAGE OR DEFECTS OBSERVED.
<br />4. WARM WATER: NO EVIDENCE OF CRACKING, DELAMINATION, SWELLING, OR OTHER DEFECTS OBSERVED.
<br />5. NEAT -RAIN: NO CRAZING, CRACKING, OR OTHER DELETERIOUS EFFECTS, SURFACE OR JOINT CHANGES OBSERVED IN
<br />ANY SPECIMEN.
<br />B. MEAN COEFFICIENT OF LINEAR THERMAL EXPANSION (ASTM E-228): MAX 1.0*10^-5 IN.AN. F.
<br />G. SURFACE BURNING (CAN-ULC 5102/ASTM E-84): FLAME SPREAD: 0, SMOKE DEVELOPED: 5.
<br />D. WIND LOAD (ASTM E-330): CONTACT MANUFACTURER FOR ULTIMATE TEST PRESSURE DATA CORRESPONDING TO FRAMING
<br />TYPE, DIMENSIONS, FASTENER TYPE, AND ATTACHMENT CLIPS. PROJECT ENGINEER(5) MUST DETERMINE ZONE 4 AND 5
<br />DESIGN PRE55URES BASED ON PROJECT SPECIFICS.
<br />I. MINIMUM LATERAL DEFLECTION: L/120.
<br />E. WATER PENETRATION (ASTM E-331): NO WATER LEAKAGE OBSERVED INTO WALL CAVITY.
<br />F. WEATHER RESISTANT (ASTM G-23): NO CRACKING, CHECKING, CRAZING, EROSION, OR OTHER DETRIMENTAL EFFECTS
<br />OBSERVED,
<br />G. STEADY-STATE HEAT FLUX AND THERMAL TRANSM1551ON PROPERTIES TEST (ASTM G-518): THERMAL RESISTANCE R VALUE
<br />OF 1.23.
<br />H, FIRE RESISTANT (ASTM E-119): THE WALL A55EM13LY MUST SUCCE55FULLY ENDURE 60-MINUTE FIRE EXPOSURE WITHOUT
<br />DEVELOPING EXCESSIVE UNEXPOSED SURFACE TEMPERATURE OR ALLOWING FLAMING ON THE UNEXPOSED SIDE OF THE
<br />ASSEMBLY.
<br />1. IGNITION RESISTANCE (NFPA 268): NO SUSTAINED FLAMING OF PANELS, ASSEMBLY WHEN SUBJECTED TO A MINIMUM RADIANT
<br />HEAT FLUX OF 12.5 KW/M2 t 5% IN THE PRESENCE OF A PILOT IGNITION SOURCE FOR A 20-MINUTE PERIOD.
<br />J. FIRE PROPAGATION (NFPA 285): WALL ASSEMBLY OF NICHIHA AWP, ULTIMATE CLIPS AND STARTER TRACK, TYVEK
<br />COMMERCIAL WRAP, %' DENSGLASS GOLD SHEATHING, 16" O.C. 18 GAUGE STEEL STUDS, MINERAL WOOL IN -CAVITY
<br />INSULATION, AND INTERIOR 5/8° TYPE X GYPSUM MET THE ACCEPTANCE CRITERIA OF NFPA 285.
<br />K. FIRE PROPAGATION (CAN/ULC 5-134): WALL ASSEMBLY OF NICHIHA AWP, ULTIMATE CLIPS AND STARTER TRACK, TYVEK
<br />HOUSEWRAP, 5/8" FRT PLYWOOD, 16" O.G. 2X WOOD STUDS, FIBERGLASS IN -CAVITY INSULATION, AND INTERIOR 5/8" TYPE X
<br />GYPSUM MET THE ACCEPTANCE CRITERIA OF CAN/ULC 5-134.
<br />L. DRAINED AND BACK VENTILATED RAINSCREEN (AAMA 50q-Oq): SYSTEM MUST PASS ALL COMPONENT TESTS,
<br />M. FLORIDA BUILDING CODE - TEST PROTOCOL HVHZ (TAS 201, 202, 203): PASSED.
<br />2.4 INSTALLATION COMPONENTS
<br />A. ULTIMATE CLIP SYSTEM:
<br />1. STARTER TRACK:
<br />A. HORIZONTAL PANEL INSTALLATIONS - FA 700 - 3,03OMM (I-) GALVALUME,
<br />B. VERTICAL PANEL INSTALLATIONS (AWP-3030 ONLY) - FA 710T - 3,03OMM (L) GALVALUME.
<br />2. PANEL CLIPS: JEL 777 "ULTIMATE CLIP" (IOMM RAINSCREEN FOR 16NM AWP) - ZINC -ALUMINUM -MAGNESIUM ALLOY
<br />COATED STEEL.
<br />A. JOINT TAB ATTACHMENTS (INCLUDED) - USED AT ALL AWP-1818 PANEL TO PANEL VERTICAL JOINTS - NOT USED WITH
<br />AWP-3030 INSTALLATIONS.
<br />3.SINGLE FLANGE SEALANT BACKER - FHK 1017 (IOMM) - 6.5' (L) FLUORINE COATED GALVALUME.
<br />4. DOUBLE FLANGE SEALANT BACKER - FH 1020 (IOMM) - 10' (L) FLUORINE COATED GALVALUME.
<br />5. CORRUGATED SPACER - FS 1005 (511M), FS 1010 (IOMM) - 4' (L).
<br />6. FINISH CLIP (OPTIONAL) - JE310 (5MM)
<br />B. ALUMINUM TRIM (OPTIONAL): PAINT AS SPECIFIED IN FINISH SCHEDULE.
<br />C. ESSENTIAL FLASHING SYSTEM (OPTIONAL):
<br />1. STARTER - MAIN SEGMENTS (3,03OMM), INSIDE CORNERS, OUTSIDE CORNERS
<br />2. COMPRESSION JOINT - MAIN SEGMENTS (3,030MM)
<br />3. OVERHANG - MAIN SEGMENTS (3,030MM), INSIDE CORNERS, OUTSIDE CORNERS, JOINT CLIPS
<br />D. FASTENERS: CORROSION RESISTANT FASTENERS, SUCH AS HOT -DIPPED GALVANIZED SCREWS APPROPRIATE TO LOCAL
<br />BUILDING CODES AND PRACTICES MUST BE USED. USE STAINLESS STEEL FASTENERS IN HIGH HUMIDITY AND HIGH-MO15TURE
<br />REGIONS. PANEL MANUFACTURER 15 NOT LIABLE FOR CORROSION RESISTANCE OF FASTENERS. DO NOT USE ALUMINUM
<br />FASTENERS, STAPLES OR FASTENERS THAT ARE NOT RATED OR DESIGNED FOR INTENDED USE. SEE MANUFACTURER'S
<br />INSTRUCTIONS FOR APPROPRIATE FASTENERS FOR CONSTRUCTION METHOD USED.
<br />E. FLASHING: FLASH ALL AREAS SPECIFIED IN MANUFACTURER'S INSTRUCTIONS. DO NOT USE RAW ALUMINUM FLASHING,
<br />FLASHING MUST BE GALVANIZED, ANODIZED, OR PVC COATED.
<br />F. SEALANT: SEALANT SHALL COMPLY WITH ASTM Cg20.
<br />PART 111t 1XICUTION
<br />3.1 EXAMINATION
<br />A. VERIFICATION OF CONDITIONS:
<br />1. FIBER CEMENT PANELS CAN BE INSTALLED OVER BRACED WOOD, STEEL STUDS AND SHEATHING INCLUDING PLYWOOD,
<br />055, PLASTIC FOAM OR FIBERBOARD SHEATHING. FIBER CEMENT PANELS CAN ALSO BE INSTALLED OVER STRUCTURAL
<br />INSULATED PANELS (51P'S), CONCRETE MASONRY UNITS (CMU'$) AND CONCRETE BLOCK STRUCTURES (GB515) WITH
<br />FURRING 5TRIP5, AND PRE-ENGINEERED METAL CONSTRUCTION. INSULATED CONCRETE FORMS (ICFS) ARE NOT AN
<br />APPROVED SUBSTRATE UNDER ANY CONDITION.
<br />2. ALLOWABLE STUD SPACING: 16" O.C. MAXIMUM.
<br />3. A WEATHER RESISTIVE BARRIER 15 REQUIRED WHEN INSTALLING FIBER CEMENT PANELS. USE AN APPROVED WEATHER
<br />RESISTIVE BARRIER (WRB) AS DEFINED BY THE 2015 IBG OR IRC. REFER TO LOCAL BUILDING CODES.
<br />4. APPROPRIATE METAL FLASHING SHOULD BE USED TO PREVENT MOISTURE PENETRATION AROUND ALL DOORS, WINDOWS,
<br />WALL BOTTOMS, MATERIAL TRANSITIONS AND PENETRATIONS. REFER TO LOCAL BUILDING CODES FOR BEST PRACTICES.
<br />B. EXAMINE SITE TO ENSURE SUBSTRATE CONDITIONS ARE WITHIN SPECIFICATION FOR PROPER INSTALLATION.
<br />C. DO NOT BEGIN INSTALLATION UNTIL UNACCEPTABLE CONDITIONS HAVE BEEN CORRECTED.
<br />D. DO NOT INSTALL PANELS OR COMPONENTS THAT APPEAR TO BE DAMAGED OR DEFECTIVE. DO NOT INSTALL WET PANELS.
<br />5.2 INSTALLATION
<br />A. GENERAL: INSTALL PRODUCTS IN ACCORDANCE WITH THE LATEST INSTALLATION GUIDELINES OF THE MANUFACTURER AND
<br />ALL APPLICABLE BUILDING CODES AND OTHER LAWS, RULES, REGULATIONS AND ORDINANCES. REVIEW ALL MANUFACTURER
<br />INSTALLATION, MAINTENANCE INSTRUCTIONS, AND OTHER APPLICABLE DOCUMENTS BEFORE INSTALLATION.
<br />I. CONSULT WITH YOUR LOCAL DEALER OR NICHIHA TECHNICAL DEPARTMENT BEFORE INSTALLING ANY NICHIHA FIBER
<br />CEMENT PRODUCT ON A BUILDING HIGHER THAN 45 FEET OR THREE STORIES OR FOR CONDITIONS NOT MATCHING
<br />PRESCRIBED STANDARD INSTALLATION GUIDE REQUIREMENTS AND METHODS. SPECIAL INSTALLATION CONDITIONS MAY
<br />BE REQUIRED VIA A TECHNICAL REVIEW AND SPECIAL APPLICATIONS FORM (SAF) PROCESS.
<br />2. VERTICAL CONTROL/EXPAN51ON JOINTS ARE REQUIRED WITHIN 2-10 FEET OF OUTSIDE CORNERS FINISHED WITH METAL
<br />TRIM AND APPROXIMATELY EVERY 30 FEET THEREAFTER.
<br />3, HORIZONTAL/COMPRESSION JOINTS ARE REQUIRED FOR MULTI -STORY INSTALLATIONS OF AWP, LOCATE JOINTS AT
<br />FLOOR LINES. JOINTS ARE FLASHED MINIMUM 1/2" BREAKS. DO NOT CAULK. REFER TO INSTALLATION GUIDE($).
<br />A, WOOD FRAMED BUILDINGS OF THREE OR MORE FLOORS REQUIRE A COMPRESSION JOINT AT EACH FLOOR.
<br />B. STEEL FRAMED BUILDINGS (INCLUDING REINFORCED CONCRETE GORE WITH LGMF EXTERIOR WALLS) OF MORE
<br />THAN THREE FLOORS (OR 45 FEET) REQUIRE A COMPRESSION JOINT EVERY 25 FEET AT A FLOOR LINE.
<br />B. PANEL CUTTING
<br />1, ALWAYS CU7 FIBER CEMENT PANELS OUTSIDE OR IN A WELL VENTILATED AREA. DO NOT GUT THE PRODUCTS IN
<br />AN ENCLOSED AREA,
<br />2. ALWAYS WEAR SAFETY GLASSES AND NIOSH/OSHA APPROVED RESPIRATOR WHENEVER CUTTING, DRILLING, SAWING,
<br />SANDING oR ABRADING THE PRODUCTS. REFER TO MANUFACTURER SDS FOR MORE INFORMATION,
<br />3. USE A DUST -REDUCING CIRCULAR SAW WITH A DIAMOND -TIPPED OR CARBIDE -TIPPED BLADE.
<br />A. RECOMMENDED CIRCULAR SAW: MAKITA 7-1/4" CIRCULAR SAW WITH DUST COLLECTOR (#5057KI3).
<br />B. RECOMMENDED BLADE: TENRYU BOARD -PRO PLUS PCD BLADE (#5P-18505).
<br />C. 514EARS (ELECTRIC OR PNEUMATIC) OR JIG SAW CAN BE USED FOR COMPLICATED CUTTINGS, SUCH AS SERVICE
<br />OPENINGS, CURVES, RADII AND SCROLLWORK.
<br />4. SILICA DUST WARNING: FIBER CEMENT PRODUCTS MAY CONTAIN SOME AMOUNTS OF CRYSTALLINE SILICA, A NATURALLY
<br />OCCURRING, POTENTIALLY HAZARDOUS MINERAL WHEN AIRBORNE IN DUST FORM. CONSULT PRODUCT SDS OR VISIT
<br />HTTPS:HWWW.OSHA.GOV/DSG/TOPIC5/S I LICACRYSTALLI NE/.
<br />3.3 CLEANING AND MAINTENANCE
<br />A. REVIEW MANUFACTURER GUIDELINES FOR DETAILED CARE INSTRUCTIONS.
<br />END OF SECTION 07423
<br />SECTION 07500 - SINGLE -PLY ROOFING ITP01
<br />PART 1 - GENERAL
<br />1.1 SECTION REQUIREMENTS
<br />A. THERMOPLASTIC MEMBRANE ROOFING SYSTEM, INCLUDING ALL COMPONENTS SPECIFIED.
<br />B. COMPLY WITH THE PUBLISHED RECOMMENDATIONS AND INSTRUCTIONS OF THE ROOFING MEMBRANE MANUFACTURER, AT
<br />HTTP://MAN UAL. FSBP.COM.
<br />C. COMMENCEMENT OF WORK BY CONTRACTOR SHALL CONSTITUTE ACKNOWLEDGEMENT BY CONTRACTOR THAT T14I5
<br />SPECIFICATION CAN BE SATISFACTORILY EXECUTED, UNDER THE PROJECT CONDITIONS AND WITH ALL NECESSARY
<br />PREREQUISITES FOR WARRANTY ACCEPTANCE BY ROOFING MEMBRANE MANUFACTURER. NO MODIFICATION OF THE CONTRACT
<br />SUM WILL BE MADE FOR FAILURE TO ADEQUATELY EXAMINE THE CONTRACT DOCUMENTS OR THE PROJECT CONDITIONS.
<br />12 RELATED REQUIREMENTS
<br />A. SECTION 06100 - ROUGH CARPENTRY: WOOD NAILERS ASSOCIATED WITH ROOFING AND ROOF INSULATION.
<br />1.3 REFERENCE STANDARDS
<br />A. ASTM G1177/CI177M - STANDARD SPECIFICATION FOR GLASS MAT GYPSUM SUBSTRATE FOR USE AS SHEATHING; 2013.
<br />B. A5TM GI289 - STANDARD SPECIFICATION FOR FACED RIGID CELLULAR POLYISOGYANURATE THERMAL INSULATION BOARD;
<br />2014.
<br />G. ASTM C1549 - STANDARD TEST METHOD FOR DETERMINATION OF SOLAR REFLECTANCE NEAR AMBIENT TEMPERATURE USING
<br />A PORTABLE SOLAR REFLECTOMETER; 200q (REAPPROVED 2014).
<br />D. ASTM D638 - STANDARD TEST METHOD FOR TENSILE PROPERTIES OF PLASTICS; 2010,
<br />E. ASTM D1004 - STANDARD TEST METHOD FOR TEAR RESISTANCE (GRAVES TEAR) OF PLASTIC FILM AND SHEETING; 2013,
<br />F. ASTM D6878/D687BM - STANDARD SPECIFICATION FOR THERMOPLASTIC POLYOLEFIN BASED SHEET ROOFING; 2013,
<br />G. FM DS 1-28 - WIND DESIGN; FACTORY MUTUAL SYSTEM; 2007.
<br />H. FM DS 1-29 - ROOF DECK SECUREMENT AND ABOVE -DECK ROOF COMPONENTS; FACTORY MUTUAL SYSTEM; 2006.
<br />I. PS I - STRUCTURAL PLYWOOD; 2009.
<br />J. PS 20 - AMERICAN SOFTWOOD LUMBER STANDARD; 2010.
<br />K. SPRI ES -I - WIND DESIGN STANDARD FOR EDGE SYSTEMS USED WITH LOW SLOPE ROOFING SYSTEMS; 2011. (ANSI/SPRI/FM
<br />4435/ES-1)
<br />1.4 SUBMITTALS
<br />A. PRODUCT DATA:
<br />I. PROVIDE MEMBRANE MANUFACTURER'S PRINTED DATA SUFFICIENT TO SHOW THAT ALL COMPONENTS OF ROOFING SYSTEM,
<br />INCLUDING INSULATION AND FASTENERS, COMPLY WITH THE SPECIFIED REQUIREMENTS AND WITH THE MEMBRANE
<br />MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS FOR THE SYSTEM TYPE SPECIFIED; INCLUDE DATA FOR EACH
<br />PRODUCT USED IN CONJUNCTION WITH ROOFING MEMBRANE.
<br />B. SAMPLES: SUBMIT SAMPLES OF EACH PRODUCT TO BE USED,
<br />C. SHOP DRAWINGS: PROVIDE:
<br />1. THE ROOF MEMBRANE MANUFACTURER'S STANDARD DETAILS CUSTOMIZED FOR THIS PROJECT FOR ALL RELEVANT
<br />CONDITIONS, INCLUDING FLASHINGS, BASE TIE-INS, ROOF EDGES, TERMINATIONS, EXPANSION JOINTS, PENETRATIONS, AND DRAINS.
<br />1.5 QUALITY ASSURANCE
<br />A. INSTALLER QUALIFICATIONS: ROOFING INSTALLER SHALL HAVE THE FOLLOWING:
<br />1, CURRENT FIRESTONE RED SHIELD LICENSED CONTRACTOR STATUS,
<br />1.6 DELIVERY, STORAGE AND HANDLING
<br />A. DELIVER PRODUCTS IN MANUFACTURER'S ORIGINAL CONTAINERS, DRY AND UNDAMAGED, WITH SEALS AND LABELS INTACT
<br />AND LEGIBLE.
<br />B. STORE MATERIALS CLEAR OF GROUND AND MOISTURE WITH WEATHER PROTECTIVE COVERING.
<br />C. KEEP COMBUSTIBLE MATERIALS AWAY FROM IGNITION SOURCES.
<br />PART 2 - PRODUCTS
<br />2.1 MANUFACTURERS
<br />A. ACCEPTABLE MANUFACTURER - ROOFING SYSTEM: FIRESTONE BUILDING PRODUCTS LLD, CARMEL, IN:
<br />WWW. FIRESTONEBPCO. COM.
<br />B. MANUFACTURER OF INSULATION AND COVER BOARDS: SAME MANUFACTURER AS ROOF MEMBRANE (WHERE REQUIRED),
<br />C. MANUFACTURER OF METAL ROOF EDGING: SAME MANUFACTURER AS ROOF MEMBRANE,
<br />I. FACTORY FABRICATED PRODUCTS MANUFACTURED BY THE COMPANIES LISTED BELOW ARE ACCEPTABLE PROVIDED
<br />THEY ARE COMPLETELY EQUIVALENT IN MATERIALS AND PERFORMANCE:
<br />a. METAL ERA.
<br />2.2 ROOFING SYSTEM DESCRIPTION
<br />A. ROOFING SYSTEM: T14ERMOPLASTIG POLYOLEFIN (TPO) SINGLE -PLY MEMBRANE,
<br />1. MEMBRANE ATTACHMENT: MECHANICALLY FASTENED.
<br />2. WARRANTY: FULL SYSTEM WARRANTY; FIRESTONE 20 YEAR RED SHIELD LIMITED WARRANTY COVERING MEMBRANE,
<br />ROOF INSULATION, AND MEMBRANE ACCESSORIES.
<br />3. COMPLY WITH APPLICABLE LOCAL BUILDING CODE REQUIREMENTS - FLORIDA PRODUCT APPROVAL FL 10264 R-12
<br />SYSTEM SC 197
<br />4. PROVIDE ASSEMBLY HAVING UNDERWRITERS LABORATORIES, INC. (UL) CLASS A FIRE HAZARD CLASSIFICATION.
<br />5. PROVIDE A55EMBLY COMPLYING WITH FACTORY MUTUAL CORPORATION (FM) ROOF ASSEMBLY CLASSIFICATION, FM DS
<br />1-28 AND 1-2q, AND MEETING MINIMUM REQUIREMENTS OF FM 1-90 WIND UPLIFT RATING,
<br />B. ROOFING SYSTEM COMPONENTS: LISTED IN ORDER FROM THE TOP OF THE ROOF DOWN:
<br />1. MEMBRANE: THICKNESS AS SPECIFIED.
<br />2. INSULATION COVER BOARD: NOT REQUIRED.
<br />3. INSULATION:
<br />a. MAXIMUM BOARD THICKNESS: 3.3 INCHES; USE AS MANY LAYERS AS NECESSARY; STAGGER JOINTS IN ADJACENT
<br />LAYERS.
<br />b. TOTAL R-VALUE OF Iq, MINIMUM.
<br />C. BOTTOM LAYER: POLYISOCYANURATE FOAM BOARD, NON -COMPOSITE; LOOSE -LAID, NO ATTACHMENT.
<br />d. CRICKETS: TAPERED INSULATION OF SAME TYPE AS SPECIFIED FOR TOP LAYER; SLOPE AS INDICATED.
<br />2.3 MEMBRANE MATERIALS
<br />A. MEMBRANE: FLEXIBLE, HEAT WELDABLE SHEET COMPOSED OF THERMOPLASTIC POLYOLEFIN POLYMER AND ETHYLENE
<br />PROPYLENE RUBBER; COMPLYING WITH ASTM D6878/1)687811, WITH POLYESTER WEFT INSERTED REINFORCEMENT AND THE
<br />FOLLOWING ADDITIONAL CHARACTERISTICS:
<br />I. THICKNE55: 0.060 INCH (1.52 MM) PLUS/MINUS 10 PERCENT, WITH COATING THICKNESS OVER REINFORCEMENT OF 0.024
<br />INCH (0,61 MM) PLUS/MINUS 10 PERCENT,
<br />2. COLOR: WHITE (FIELD OF ROOF AREA)
<br />3, COLOR: TAN (PARAPET WALL AREAS)
<br />4, ACCEPTABLE PRODUCT: ULTRAPLY TPO BY FIRESTONE.
<br />B. MEMBRANE FASTENERS: TYPE AND SIZE AS REQUIRED BY ROOF MEMBRANE MANUFACTURER FOR ROOFING SYSTEM AND
<br />WARRANTY TO BE PROVIDED; USE ONLY FASTENERS FURNISHED BY ROOF MEMBRANE MANUFACTURER,
<br />C. CURB AND PARAPET FLASHING: SAME MATERIAL AS MEMBRANE (TAN IN COLOR), WITH ENCAPSULATED EDGE WHICH
<br />ELIMINATES NEED FOR SEAM SEALING THE FLASHING -TO -ROOF SPLICE.
<br />D. FORMABLE FLASHING: NON -REINFORCED, FLEXIBLE, HEAT WELDABLE SHEET, COMPOSED OF THERMOPLASTIC POLYOLEFIN
<br />POLYMER AND ETHYLENE PROPYLENE RUBBER.
<br />I. THICKNESS: 0.060 INCH (1.52 MM) PLUS/MINUS 10 PERCENT.
<br />2. COLOR: WHITE.
<br />3. ACCEPTABLE PRODUCT: ULTRAPLY TPO FLASHING BY FIRESTONE.
<br />E. TAPE FLASHING: 5-1/2 INCH (140 MM) NOMINAL WIDE TPO MEMBRANE LAMINATED TO CURED RUBBER POLYMER SEAMING
<br />TAPE, OVERALL THICKNE55 0.065 INCH (1.6 MM) NOMINAL; TPO QUICK5EAM FLASHING BY FIRESTONE.
<br />F. BONDING ADHESIVE: NEOPRENE AND SBR RUBBER BLEND, FORMULATED FOR COMPATIBILITY WITH THE MEMBRANE OTHER
<br />SUBSTRATE MATERIALS, INCLUDING MASONRY, WOOD, AND INSULATION FACINGS; ULTRAPLY BONDING ADHESIVE BY
<br />FIRESTONE.
<br />G. POURABLE SEALER: TWO-PART POLYURETHANE, TWO-COLOR FOR RELIABLE MIXING; POURABLE SEALER BY FIRESTONE.
<br />H. SEAM PLATES: STEEL WITH BARBS AND GALVALUME COATING; CORROSION -RESISTANCE COMPLYING WITH FM 4470; HEAVY
<br />DUTY SEAM PLATES BY FIRESTONE.
<br />I. TERMINATION BARS: ALUMINUM BARS WITH INTEGRAL CAULK LEDGE; 1.3 INCHES (33 MM) WIDE BY 0.10 INCH (2.5 MM) THICK;
<br />FIRESTONE TERMINATION BAR BY FIRESTONE.
<br />J. CUT EDGE SEALANT: SYNTHETIC RUBBER -BASED, FOR USE WHERE MEMBRANE REINFORCEMENT 15 EXPOSED; ULTRAPLY TPO
<br />CUT EDGE SEALANT BY FIRESTONE.
<br />K. GENERAL PURPOSE SEALANT: EPDM-BASED, ONE PART, WHITE GENERAL PURPOSE SEALANT; ULTRAPLY TPO GENERAL
<br />PURPOSE SEALANT BY FIRESTONE,
<br />L. COATED METAL FLASHING AND EDGINGS: GALVANIZED STEEL WITH ROOFING MANUFACTURER'S BONDED TPO COATING;
<br />ULTRAPLY TPO COATED METAL BY FIRESTONE,
<br />M. MOLDED FLASHING ACCESSORIES: UNREINFORCED TPO MEMBRANE PRE -MOLDED TO SUIT A VARIETY OF FLASHING DETAILS,
<br />INCLUDING PIPE BOOTS, INSIDE CORNERS, OUTSIDE CORNERS, ETC.; ULTRAPLY TPO SMALL AND LARGE PIPE FLASHING BY
<br />FIRESTONE.
<br />N. WATER BLOCK SEAL: BUTYL RUBBER SEALANT FOR USE BETWEEN TWO SURFACES, NOT EXPOSED; WATER BLOCK SEAL BY
<br />FIRESTONE.
<br />0, ROOF WALKWAY PADS: NON -REINFORCED TPO WALKWAY PADS, 0.130 INCH (3 MM) BY 30 INCHES (760 MM) BY 40 FEET (12.1q
<br />M) LONG WITH PATTERNED TRAFFIC BEARING SURFACE; ULTRAPLY TPO WALKWAY PADS BY FIRESTONE.
<br />2.4 ROOF INSULATION AND COVER BOARDS
<br />A. POLYISOCYANURATE BOARD INSULATION: CLOSED CELL POLYISOCYANURATE FOAM WITH BLACK GLASS REINFORCED MAT
<br />LAMINATED TO FACES, COMPLYING WITH ASTM CI28q TYPE II CLASS I, WITH THE FOLLOWING ADDITIONAL CHARACTERI5TICS:
<br />I. SIZE: 48 INCHES (1220 MM) BY 96 INCHES (2440 MM), NOMINAL.
<br />2. R-VALUE (RSI-VALUE) (LTTR):
<br />a. 3,3 INCH THICKNESS: R=19.2 MINIMUM.
<br />3. COMPRESSIVE STRENGTH: 20 PSI (138 KPA) WHEN TESTED IN ACCORDANCE WITH ASTM GI289.
<br />4. ACCEPTABLE PRODUCT: ISO q5+ GL POLYISOCYANURATE INSULATION BY FIRESTONE.
<br />B. GYPSUM -BASED COVER BOARD: NOT REQUIRED
<br />I. INSULATION FASTENERS: TYPE AND SIZE AS REQUIRED BY ROOF MEMBRANE MANUFACTURER FOR ROOFING SYSTEM AND
<br />WARRANTY TO BE PROVIDED; USE ONLY FASTENERS FURNISHED BY ROOF MEMBRANE MANUFACTURER: HEAVY DUTY
<br />FASTENERS BY FIRESTONE.
<br />2.5 METAL ACCESSORIES
<br />A, METAL ROOF EDGING AND FASCIA: CONTINUOUS METAL EDGE MEMBER SERVING AS TERMINATION OF ROOF MEMBRANE AND
<br />RETAINER FOR METAL FASCIA; WATERTIGHT WITH NO EXPOSED FASTENERS; MOUNTED TO ROOF EDGE NAILER. METAL ERA
<br />PERMATITE SYSTEM 200 FASCIA
<br />1. WIND PERFORMANCE:
<br />a, MEMBRANE PULL -OFF RESISTANCE: 100 LBS/FT (1460 N/M), MINIMUM, WHEN TESTED IN ACCORDANCE WITH
<br />AN51/SPRI/FM 4435/E5-1 TEST METHOD RE-1, CURRENT EDITION.
<br />2. DESCRIPTION: TWO-PIECE; EXTRUDED ALUMINUM T-SHAPED EDGE MEMBER SECURING TOP AND BOTTOM EDGES OF
<br />FLAT -FACED FORMED METAL FASCIA; METAL ERA .
<br />3. FASCIA MATERIAL AND FINISH: 24 GAGE, 0.024 INCH (0,06 MM) GALVANIZED STEEL WITH KYNAR 500 FINISH IN
<br />MANUFACTURER'S STANDARD COLOR; MATCHING CONCEALED JOINT SPLICE PLATES; FACTORY -INSTALLED PROTECTIVE
<br />PLASTIC FILM.
<br />2.6 ACCESSORY MATERIALS
<br />A. W00D NAILERS: P5 20 DIMENSION LUMBER, STRUCTURAL GRADE NO. 2 OR BETTER SOUTHERN PINE, DOUGLAS FIR; OR
<br />PS I, APA EXTERIOR GRADE PLYWOOD; PRE55URE PRESERVATIVE TREATED.
<br />1. WIDTH: 3-1/2 INCHES (90 MM), NOMINAL MINIMUM, OR AS WIDE AS THE NAILING FLANGE OF THE ROOF
<br />ACCESSORY TO BE ATTACHED TO IT.
<br />2. THICKNE55: SAME A5 THICKNESS OF ROOF INSULATION.
<br />PART S - INSTALLATION
<br />3.1 GENERAL
<br />A. INSTALL ROOFING, INSULATION, FLASHINGS, AND ACCESSORIES IN ACCORDANCE WITH ROOFING MANUFACTURER'S PUBLISHED
<br />INSTRUCTIONS AND RECOMMENDATIONS FOR THE SPECIFIED ROOFING SYSTEM. WHERE MANUFACTURER PROVIDES NO
<br />INSTRUCTIONS OR RECOMMENDATIONS, FOLLOW GOOD ROOFING PRACTICES AND INDUSTRY STANDARDS. COMPLY WITH
<br />FEDERAL, STATE, AND LOCAL REGULATIONS.
<br />B. OBTAIN ALL RELEVANT INSTRUCTIONS AND MAINTAIN COPIES AT PROJECT 51TE FOR DURATION OF INSTALLATION PERIOD.
<br />C. DO NOT START WORK UNTIL PRE -INSTALLATION NOTICE HAS BEEN SUBMITTED TO MANUFACTURER AS NOTIFICATION THAT
<br />THIS PROJECT REQUIRES A MANUFACTURER'S WARRANTY.
<br />D. PERFORM WORK USING COMPETENT AND PROPERLY EQUIPPED PERSONNEL,
<br />E. TEMPORARY CLOSURES, WHICH ENSURE THAT MOISTURE DOES NOT DAMAGE ANY COMPLETED SECTION OF THE NEW ROOFING
<br />SYSTEM, ARE THE RESPONSIBILITY OF THE APPLICATOR, COMPLETION OF FLASHINGS, TERMINATIONS, AND TEMPORARY
<br />CLOSURES SHALL BE COMPLETED AS REQUIRED TO PROVIDE A WATERTIGHT CONDITION.
<br />F. INSTALL ROOFING MEMBRANE ONLY WHEN SURFACES ARE CLEAN, DRY, SMOOTH AND FREE OF SNOW OR ICE; DO NOT APPLY
<br />ROOFING MEMBRANE DURING INCLEMENT WEATHER OR WHEN AMBIENT CONDITIONS WILL NOT ALLOW PROPER APPLICATION;
<br />CONSULT MANUFACTURER FOR RECOMMENDED PROCEDURES DURING COLD WEATHER, DO NOT WORK WITH SEALANTS AND
<br />ADHESIVES WHEN MATERIAL TEMPERATURE IS OUTSIDE THE RANGE OF 60 TO 80 DEGREES F (15 TO 25 DEGREES C).
<br />G. PROTECT ADJACENT CONSTRUCTION, PROPERTY, VEHICLES, AND PERSONS FROM DAMAGE RELATED TO ROOFING WORK;
<br />REPAIR OR RESTORE DAMAGE CAUSED BY ROOFING WORK.
<br />1. PROTECT FROM SPILLS AND OVER5PRAY FROM BITUMEN, ADHESIVES, SEALANTS AND COATINGS.
<br />2. PARTICULARLY PROTECT METAL, GLASS, PLASTIC, AND PAINTED SURFACES FROM BITUMEN, ADHESIVES, AND
<br />SEALANTS WITHIN THE RANGE OF WIND-BORNE OVERSPRAY.
<br />3, PROTECT FINISHED AREAS OF THE ROOFING SYSTEM FROM ROOFING RELATED WORK TRAFFIC AND TRAFFIC BY OTHER
<br />TRADES.
<br />H. UNTIL READY FOR USE, KEEP MATERIALS IN THEIR ORIGINAL CONTAINERS AS LABELED BY THE MANUFACTURER.
<br />1. CONSULT MEMBRANE MANUFACTURER'S INSTRUCTIONS, CONTAINER LABELS, AND MATERIAL SAFETY DATA SHEETS (MSDS)
<br />FOR SPECIFIC SAFETY INSTRUCTIONS. KEEP ALL ADHESIVES, SEALANTS, PRIMERS AND GLEANING MATERIALS AWAY FROM
<br />ALL SOURCES OF IGNITION.
<br />3.2 EXAMINATION
<br />A. EXAMINE ROOF DECK TO DETERMINE THAT IT 15 SUFFICIENTLY RIGID TO SUPPORT INSTALLERS AND THEIR MECHANICAL
<br />EQUIPMENT AND THAT DEFLECTION WILL NOT STRAIN OR RUPTURE ROOF COMPONENTS OR DEFORM DECK.
<br />B. VERIFY THAT SURFACES AND SITE CONDITIONS ARE READY TO RECEIVE WORK. CORRECT DEFECTS IN THE SUBSTRATE
<br />BEFORE COMMENCING WITH ROOFING WORK,
<br />C. EXAMINE ROOF SUBSTRATE TO VERIFY THAT IT 15 PROPERLY SLOPED TO DRAINS.
<br />D. VERIFY THAT THE SPECIFICATIONS AND DRAWING DETAILS ARE WORKABLE AND NOT IN CONFLICT WITH THE ROOFING
<br />MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS; START OF WORK CONSTITUTES ACCEPTABLE OF PROJECT
<br />CONDITIONS AND REQUIREMENTS.
<br />E. VERIFY THAT WOOD NAILER5 HAVE BEEN PROPERLY INSTALLED.
<br />3.3 PREPARATION
<br />A. TAKE APPROPRIATE MEASURES TO ENSURE THAT FUMES FROM ADHESIVE SOLVENTS ARE NOT DRAWN INTO THE BUILDING
<br />THROUGH AIR INTAKES,
<br />B. PRIOR TO PROCEEDING, PREPARE ROOF SURFACE 50 THAT IT 15 CLEAN, DRY, AND SMOOTH, AND FREE OF SHARP EDGES,
<br />FINS, ROUGHENED SURFACES, LOOSE OR FOREIGN MATERIALS, OIL, GREASE AND OTHER MATERIALS THAT MAY DAMAGE THE
<br />MEMBRANE.
<br />C. FILL ALL SURFACE VOIDS IN THE IMMEDIATE SUBSTRATE THAT ARE GREATER THAN 1/4 INCH (6 MM) WIDE WITH FILL
<br />MATERIAL ACCEPTABLE INSULATION TO MEMBRANE MANUFACTURER.
<br />D. SEAL, GROUT, OR TAPE DECK JOINTS, WHERE NEEDED, TO PREVENT BITUMEN SEEPAGE INTO BUILDING.
<br />E. WOOD NAILERS: PROVIDE WOOD NAILERS AT ALL PERIMETERS AND OTHER LOCATIONS WHERE INDICATED ON THE DRAWINGS,
<br />OF TOTAL HEIGHT MATCHING THE TOTAL THICKNESS OF INSULATION BEING USED,
<br />3.4 INSULATION AND COVER BOARD INSTALLATION
<br />A. INSTALL INSULATION IN CONFIGURATION AND WITH ATTACHMENT METHOD(5) SPECIFIED IN PART 2, UNDER ROOFING SYSTEM.
<br />B. INSTALL ONLY AS MUCH INSULATION AS CAN BE COVERED WITH THE COMPLETED ROOFING SYSTEM BEFORE THE END OF THE
<br />DAY'S WORK OR BEFORE THE ONSET OF INCLEMENT WEATHER.
<br />C. LAY ROOF INSULATION IN COURSES PARALLEL TO ROOF EDGES.
<br />D. NEATLY AND TIGHTLY FIT INSULATION TO ALL PENETRATIONS, PROJECTIONS, AND NAILERS, WITH GAPS NOT GREATER THAN
<br />1/4 INCH (6 MM). FILL GAPS GREATER THAN 1/4 INGH (6 MM) WITH ACCEPTABLE INSULATION. DO NOT LEAVE THE ROOFING
<br />MEMBRANE UNSUPPORTED OVER A SPACE GREATER THAN 1/4 INCH (6 MM).
<br />E. MECHANICAL FASTENING: USING SPECIFIED FASTENERS AND INSULATION PLATES ENGAGE FASTENERS THROUGH INSULATION
<br />INTO DECK TO DEPTH AND IN PATTERN REQUIRED BY FACTORY MUTUAL FOR FM CLASS SPECIFIED IN PART 2 AND
<br />MEMBRANE MANUFACTURER, WHICHEVER IS MORE STRINGENT,
<br />3.5 SINGLE -PLY MEMBRANE INSTALLATION
<br />A. BEGINNING AT LOW POINT OF ROOF, PLACE MEMBRANE WITHOUT STRETCHING OVER SUBSTRATE AND ALLOW TO RELAX AT
<br />LEAST 30 MINUTES BEFORE ATTACHMENT OR SPLICING; IN COLDER WEATHER ALLOW FOR LONGER RELAX TIME,
<br />B. LAY OUT THE MEMBRANE PIECES 50 THAT FIELD AND FLASHING SPLICES ARE INSTALLED TO SHED WATER.
<br />C. INSTALL MEMBRANE WITHOUT WRINKLES AND WITHOUT GAPS OR FISHNOUT145 IN SEAMS; BOND AND TEST SEAMS AND LAPS
<br />IN ACCORDANCE WITH MEMBRANE MANUFACTURER'S INSTRUCTIONS AND DETAILS.
<br />D. INSTALL MEMBRANE MECHANICALLY ATTACHED TO THE SUBSTRATE USING SEAM BATTENS, FASTENERS, AND EDGE
<br />SECUREMENT AS SPECIFIED AND AS REQUIRED BY MEMBRANE MANUFACTURERS.
<br />E. MECHANICAL ATTACHMENT: INSTALL FASTENERS IN THE SEAMS, COVERED BY MEMBRANE.
<br />1. LAY OUT FASTENERS IN COMPLIANCE WITH FM CLASS SPECIFIED IN PART 2, AS RECOMMENDED BY MEMBRANE
<br />MANUFACTURER, AND AS INDICATED, WHICHEVER IS MOST STRINGENT.
<br />2. PROPERLY ENGAGE FASTENERS IN THE DECK WITH HEAD FLUSH WITH THE COUNTERSUNK PORTION OF SEAM PLATE.
<br />F. EDGE SECUREMENT: SECURE MEMBRANE AT ALL LOCATIONS WHERE MEMBRANE TERMINATES OR GOES THROUGH AN ANGLE
<br />CHANGE GREATER THAN 2 IN 12 INCHES (I:6 ) USING MECHANICALLY FASTENED REINFORCED PERIMETER FASTENING STRIPS,
<br />PLATES, OR METAL EDGING AS INDICATED OR AS RECOMMENDED BY ROOFING MANUFACTURER.
<br />1. EXCEPTIONS: ROUND PIPE PENETRATIONS LESS THAN 18 INCHES (460 MM) IN DIAMETER AND SQUARE PENETRATIONS
<br />LESS THAN 4 INCHES (200 MM) SQUARE,
<br />2. METAL EDGING 15 NOT MERELY DECORATIVE; ENSURE ANCHORAGE OF MEMBRANE AS INTENDED BY ROOFING
<br />MANUFACTURER.
<br />3.6 FLASHING AND ACCESSORIES INSTALLATION
<br />A. INSTALL FLASHINGS, INCLUDING LAPS, SPLICES, JOINTS, BONDING, ADHESION, AND ATTACHMENT, AS REQUIRED BY
<br />MEMBRANE MANUFACTURER'S RECOMMENDATIONS AND DETAILS.
<br />B. METAL ACCESSORIES: INSTALL METAL EDGINGS, GRAVEL STOPS, AND COPINGS IN LOCATIONS INDICATED ON THE DRAWINGS,
<br />WITH HORIZONTAL LEG OF EDGE MEMBER OVER MEMBRANE AND FLASHING OVER METAL ONTO MEMBRANE.
<br />L FOLLOW ROOFING MANUFACTURER'S INSTRUCTIONS,
<br />2. REMOVE PROTECTIVE PLASTIC SURFACE FILM IMMEDIATELY BEFORE INSTALLATION.
<br />3. INSTALL WATER BLOCK SEALANT UNDER THE MEMBRANE ANCHORAGE LEG.
<br />4, FLASH WITH MANUFACTURER'S RECOMMENDED FLASHING SHEET UNLESS OTHERWISE INDICATED.
<br />5. WHERE SINGLE APPLICATION OF FLASHING WILL NOT COMPLETELY COVER THE METAL FLANGE, INSTALL ADDITIONAL
<br />PIECE OF FLASHING TO COVER THE METAL EDGE.
<br />6. IF THE ROOF EDGE INCLUDES A GRAVEL STOP AND SEALANT IS NOT APPLIED BETWEEN THE LAPS IN THE METAL
<br />EDGING, INSTALL AN ADDITIONAL PIECE OF SELF-ADHESIVE FLASHING MEMBRANE OVER THE METAL LAP TO THE TOP
<br />OF THE GRAVEL STOP; APPLY SEAM EDGE TREATMENT AT THE INTERSECTIONS OF THE TWO FLASHING SECTIONS.
<br />7. WHEN THE ROOF SLOPE 15 GREATER THAN 1:12, APPLY SEAM EDGE TREATMENT ALONG THE BACK EDGE OF THE
<br />FLASHING,
<br />C, SCUPPERS: SET IN SEALANT AND SECURE TO STRUCTURE; FLASH AS RECOMMENDED BY MANUFACTURER.
<br />D. ROOFING EXPANSION JOINTS: INSTALL AS SHOWN ON DRAWINGS AND AS RECOMMENDED BY ROOFING MANUFACTURER,
<br />E. FLASHING AT WALLS, CURBS, AND OTHER VERTICAL AND SLOPED SURFACES: INSTALL WEATHERTIGHT FLASHING AT ALL
<br />WALLS, CURBS, PARAPETS, CURBS, SKYLIGHTS, AND OTHER VERTICAL AND SLOPED SURFACES THAT THE ROOFING
<br />MEMBRANE ABUTS T0; EXTEND FLASHING AT LEAST 8 INCHES (200 MM) HIGH ABOVE MEMBRANE SURFACE.
<br />1. USE THE LONGEST PRACTICAL FLASHING PIECES.
<br />2. EVALUATE THE SUBSTRATE AND OVERLAY AND ADJUST INSTALLATION PROCEDURE IN ACCORDANCE WITH MEMBRANE
<br />MANUFACTURER'S RECOMMENDATIONS.
<br />3. COMPLETE THE SPLICE BETWEEN FLASHING AND THE MAIN ROOF SHEET WITH SPECIFIED SPLICE ADHESIVE BEFORE
<br />ADHERING FLASHING TO THE VERTICAL SURFACE.
<br />4. PROVIDE TERMINATION DIRECTLY TO THE VERTICAL SUBSTRATE AS SHOWN ON ROOF DRAWINGS.
<br />F. ROOF DRAINS:
<br />1. TAPER INSULATION AROUND DRAIN TO PROVIDE SMOOTH TRANSITION FROM ROOF SURFACE TO DRAIN. USE SPECIFIED
<br />PRE -MANUFACTURED TAPERED INSULATION WITH FACER OR SUITABLE BONDING SURFACE TO ACHIEVE SLOPE; SLOPE
<br />NOT TO EXCEED MANUFACTURER'S RECOMMENDATIONS.
<br />2. POSITION MEMBRANE, THEN GUT A HOLE FOR ROOF DRAIN TO ALLOW 1/2 TO 3/4 INCH (12 TO 19 MM) OF MEMBRANE TO
<br />EXTEND INSIDE CLAMPING RING PAST DRAIN BOLTS,
<br />3. MAKE ROUND HOLES IN MEMBRANE TO ALIGN WITH CLAMPING BOLTS; DO NOT CUT MEMBRANE BACK TO BOLT HOLES.
<br />4. APPLY SEALANT ON TOP OF DRAIN BOWL WHERE CLAMPING RING SEATS BELOW THE MEMBRANE
<br />5. INSTALL ROOF DRAIN CLAMPING RING AND CLAMPING BOLTS; TIGHTEN CLAMPING BOLTS TO ACHIEVE CONSTANT
<br />COMPRESSION.
<br />G. FLASHING AT PENETRATIONS: FLASH ALL PENETRATIONS PASSING THROUGH THE MEMBRANE; MAKE FLASHING SEALS
<br />DIRECTLY 70 THE PENETRATION.
<br />I. PIPES, ROUND SUPPORTS, AND SIMILAR ITEMS: FLASH WITH SPECIFIED PRE -MOLDED PIPE FLASHINGS WHEREVER
<br />PRACTICAL; OTHERW15F USE SPECIFIED SELF -CURING ELASTOMERIC FLASHING.
<br />2. PIPE CLUSTERS AND UNUSUAL SHAPED PENETRATIONS: PROVIDE PENETRATION POCKET AT LEAST 2 INCHES (50 MM)
<br />DEEP, WITH AT LEAST IINCH (25 MM) CLEARANCE FROM PENETRATION, SLOPED TO SHED WATER.
<br />3, STRUCTURAL STEEL TUBING: IF CORNER RADII ARE GREATER THAN 1/4 INCH (6 MM) AND LONGEST SIDE OF TUBE
<br />DOES NOT EXCEED 12 INCHES (305 MM), FLASH AS FOR PIPES; OTHERWISE, PROVIDE A STANDARD CURB WITH
<br />FLASHING.
<br />4. FLEXIBLE AND MOVING PENETRATIONS: PROVIDE WEATHERTIGHT GOOSENECK SET IN SEALANT AND SECURED TO DECK,
<br />FLASHED AS RECOMMENDED BY MANUFACTURER.
<br />5. HIGH TEMPERATURE SURFACES: WHERE THE IN-SERVICE TEMPERATURE 15, OR IS EXPECTED TO BE, IN EXCESS OF 180
<br />DEGREES F (82 DEGREES C), PROTECT THE ELASTOMERIC COMPONENTS FROM DIRECT CONTACT WITH THE HOT
<br />SURFACES USING AN INTERMEDIATE INSULATED SLEEVE AS FLASHING SUBSTRATE AS RECOMMENDED BY MEMBRANE
<br />MANUFACTURER.
<br />3.7 FINISHING AND WALKWAY INSTALLATION
<br />A. INSTALL WALKWAYS AT ACCESS POINTS TO THE ROOF, AROUND ROOFTOP EQUIPMENT THAT MAY REQUIRE MAINTENANCE,
<br />AND WHERE INDICATED ON THE DRAWINGS.
<br />1. USE SPECIFIED WALKWAY PADS UNLESS OTHERWISE INDICATED.
<br />B. WALKWAY PADS: ADHERE TO THE ROOFING MEMBRANE, SPACING EACH PAD AT MINIMUM OF 1.0 INCH (25 MM) AND MAXIMUM
<br />OF 3.0 INCHES (75 MM) FROM EACH OTHER TO ALLOW FOR DRAINAGE.
<br />1, IF INSTALLATION OF WALKWAY PADS OVER FIELD FABRICATED SPLICES OR WITHIN 6 INCHES (150 MM) OF A SPLICE
<br />EDGE CANNOT BE AVOIDED, ADHERE ANOTHER LAYER OF FLASHING OVER THE SPLICE AND EXTENDING BEYOND THE
<br />WALKWAY PAD A MINIMUM OF 6 INCHES (150 MM) ON EITHER SIDE.
<br />2. PRIME THE MEMBRANE, REMOVE THE RELEASE PAPER ON THE PAD, PRESS IN PLACE, AND WALK ON PAD TO ENSURE
<br />PROPER ADHESION.
<br />3.8 FIELD QUALITY CONTROL.
<br />A. INSPECTION BY MANUFACTURER: PROVIDE FINAL INSPECTION OF THE ROOFING SYSTEM BY A TECHNICAL REPRESENTATIVE
<br />EMPLOYED BY ROOFING SYSTEM MANUFACTURER SPECIFICALLY TO INSPECT INSTALLATION FOR WARRANTY PURPOSES (I.E.
<br />NOT A SALES PERSON).
<br />B. PERFORM ALL CORRECTIONS NECESSARY FOR ISSUANCE OF WARRANTY.
<br />3.9 CLEANING
<br />A. CLEAN ALL CONTAMINANTS GENERATED BY ROOFING WORK FROM BUILDING AND SURROUNDING AREAS, INCLUDING BITUMEN,
<br />ADHESIVES, SEALANTS, AND COATINGS.
<br />B. REPAIR OR REPLACE BUILDING COMPONENTS AND FINISHED SURFACES DAMAGED OR DEFACED DUE TO THE WORK OF THIS
<br />SECTION; COMPLY WITH RECOMMENDATIONS OF MANUFACTURERS OF COMPONENTS AND SURFACES.
<br />C, REMOVE LEFTOVER MATERIALS, TRASH, DEBRIS, EQUIPMENT FROM PROJECT SITE AND SURROUNDING AREAS.
<br />3.10 PROTECTION
<br />A. WHERE CONSTRUCTION TRAFFIC MUST CONTINUE OVER FINISHED ROOF MEMBRANE, PROVIDE DURABLE PROTECTION AND
<br />REPLACE OR REPAIR DAMAGED ROOFING TO ORIGINAL CONDITION.
<br />END OF SECTION 075M
<br />AOO
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