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13-749-008GENERAL NOTES MASONRY. EXTERIOR WALLS OF MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH FBG CHAPTER 21. MASONRY UNITS, MORTAR AND METAL ACCESSORIES USED IN ANCHORED AND ADHERED VENEER SHALL MEET THE PHYSICAL REQUIREMENTS OF FBC CHAPTER 21. STUCCO MINIMUM THICKNESS SHALL BE .5 INCH EXCLUSIVE OF TEXTURE. EXPOSED INSTALLATION. INSULATING MATERIALS, WHERE EXPOSED AS INSTALLED IN BUILDINGS OF ANY TYPE OF CONSTRUCTION, SHALL HAVE A FUME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. INSULATION AND COVERING ON PIPE AND TUBING. INSULATION AND COVERING ON PIPE AND TUBING SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. REFERENCES A. 16 CFR 1201 - SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS; CURRENT EDITION. S. ANSI A135.4 - AMERICAN NATIONAL STANDARD FOR BASIC HARDBOARD; 2004, C. ANSI A208.1 - AMERICAN NATIONAL STANDARD FOR PARTICLEBOARD; 2009. D. ASTM A153/A153M - STANDARD SPECIFICATION FOR ZINC COATING (HOT -DIP) ON IRON AND STEEL HARDWARE; 2009 E. ASTM E84 - STANDARD TEST METHOD FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS; 20106 F. AWI/AWMAC/WI (AWS) - ARCHITECTURAL WOODWORK STANDARDS; 2009 G. NEMA LD 3 - HIGH-PRESSURE DECORATIVE LAMINATES; NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION; 2005. H. FLA (FBC-B) - FLORIDA BUILDING CODE: BUILDING; 2010, WOOD A. COMMUNICATIONS AND ELECTRICAL ROOM MOUNTING BOARDS: PS 1 A -C PLYWOOD, 3/4 INCH THICK; FLAME SPREAD INDEX OF 25 OR LESS, SMOKE DEVELOPED INDEX OF 450 OR LESS, WHEN TESTED IN ACCORDANCE WITH ASTM E 54. B. SHOP DRAWINGS: 1. INDICATE MATERIALS, COMPONENT PROFILES, FASTENING METHODS, JOINTING DETAILS, AND ACCESSORIES. SHOW FABRICATION DETAILS AND CONNECTIONS TO ADJACENT WORK. 2. MINIMUM SCALE OF DETAIL DRAWINGS: 3" = 1'-0". ELEVATIONS AT 1/4" = 1'-0" 3. PROVIDE THE INFORMATION REQUIRED BY AWI/AWMAC/WI ARCHITECTURAL WOODWORK STANDARDS. 4. INDICATE REQUIRED FIELD MEASUREMENTS BEYOND CONTROL OF MILL. 5. INDICATE THE ALLOWABLE UNIFORMLY DISTRIBUTED LOADS FOR SHELVING. 6. INCLUDE CERTIFICATION PROGRAM LABEL. C. SAMPLES: 1, FINISH SAMPLES: 24 INCHES LONG X FULL WIDTH, 12 INCH WIDTH FOR PANELS; EACH TYPE WOOD SPECIES AND ITEM TO RECEIVE FINISH. SUBMIT MANUFACTURER'S FULL RANGE OF SAMPLE FINISH, STAINS, GRADES, COLORS, TEXTURES AND 2. PATTERNS OF WOOD AND TRIMS FOR ARCHITECT'S SELECTION. 3. PLASTIC LAMINATE: 12 INCH SQUARE SECTION; EACH TYPE. 4. COLOR SAMPLES: MANUFACTURER'S STANDARD COLORS, TEXTURES, PATTERNS, AND FINISH. D. INTERIOR WOODWORK ITEMS: 1. MOLDINGS, BASES, CASINGS, AND MISCELLANEOUS TRIM: CLEAR WHITE PINE; PREPARE FOR PAINT FINISH.DOOR, GLAZED LIGHT, AND POCKET DOOR FRAMES: WHITE BIRCH; PREPARE FOR PAINT FINISH. 2. STAIRS, BALUSTRADES, AND HANDRAILS: CLEAR FIR; PREPARE FOR STAINED FINISH. 3. LOOSE SHELVING: BIRCH PLYWOOD; PREPARE FOR PAINT FINISH.AWI PREMIUM GRADE. 4. UNASSEMBLED SHOP FABRICATED UNITS, OVERSIZE LENGTH FOR FIELD FITTING. E. PANEL PRODUCTS: VENEER CORE -1. PLYWOOD FACE AND BACK VENEER SPECIES: ANY GROUP 1 SPECIES, A -D -INT APA, EXTERIOR GLUE. 2. PLYWOOD CUT; FACE AND BACK VENEER: PLAIN SLICED. 3. EXPOSED EDGES: SOLID LUMBER EDGE BANDS OR PLASTIC "T" SPLINE EDGE BANDING UNLESS NOTED OTHERWISE. F. CABINETS: 1. FOR PAINT FINISH: AWI CUSTOM GRADE, WITH EXPOSED WORK OF "NATURAL" BIRCH LUMBER AND CLOSED -GRAIN HARDWOOD FACE VENEER. 2. FOR LAMINATE FINISH: AWI CUSTOM GRADE, WITH PLASTIC LAMINATE COVER ON EXPOSED CABINETWORK AND ON INSIDE FACE OF HINGED DOORS. -G. APPLY PLASTIC LAMINATE FINISH IN FULL UNINTERRUPTED SHEETS CONSISTENT WITH MANUFACTURED SIZES. FIT CORNERS AND JOINTS HAIRLINE; SECURE WITH CONCEALED FASTENERS. SLIGHTLY BEVEL ARISES. LOCATE COUNER BUTT JOINTS MINIMUM 2 FEET FROM SINK CUT-OUTS.. H. TRIM AND BLOCKING: COMPLY WITH SECTION 2330 HIGH -VELOCITY HURRICANE ZONES -WOOD BLOCKING GYPSUM BOARD PRODUCTS STANDARD SPECIFICATION FOR THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD, ANSI A97.1. SPECIFICATION FOR GYPSUM WALLBOARD, ASTM C 36. SPECIFICATION FOR GENERAL REQUIREMENTS FOR ZINC -COATED (GALVANIZED) STEEL SHEETS, BY THE HOT --DIP PROCESS, ASTM A 525. SPECIFICATION FOR LIGHT -GAUGE STEEL STUDS, RUNNERS, AND RIGID FURRING CHANNELS, ASTM C 645. SPECIFICATION FOR JOINT TREATMENT MATERIALS FOR GYPSUM WALLBOARD ` CONSTRUCTION, ASTM C 475. STEEL STUDS AND RUNNERS USED TO CONSTRUCT FIRE -RESISTIVE WALLS OR PARTITIONS SHALL BE HOT -DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A 525, COATING DESIGNATION G40, MINIMUM AND BE OF CHANNEL OR "C" ---TYPE SHAPE. THE TOTAL THICKNESS OF THE BASE METAL PLUS COATING SHALL NOT BE LESS THAN 0.0154 INCH (0.467 MM) UNPAINTED AND NOT LESS THAN 0.0194 INCH (0.493 MM) IF COATED AND PAINTED. STUDS AND RUNNERS SHALL COMPLY WITH ASTM C 645 AND HAVE A BASE METAL THICKNESS, BEFORE APPLICATION OF ANY COATING, OF NOT LESS THAN 0.0179 INCH (0.455 MM). STRUCTURAL PROPERTIES OF SUCH STUDS AND RUNNERS SHALL COMPLY WITH ASTM C 645. STEEL STUDS SUPPORTING WALL HUNG PLUMBING FIXTURES SHALL BE DOUBLED OR NOT LESS THAN 20 GAUGE WITH A MINIMUM EFFECTIVE MOMENT OF INERTIA EQUAL TO 0.564 IN. TILING NOTES FLOOR TILE SHALL BE SET IN A MORTAR BED OF ONE PART PORTLAND CEMENT TO THREE PARTS AGGREGATE OR OTHERWISE BEDDED IN AN APPROVED ADHESIVE MATERIAL PRODUCT DATA: PROVIDE MANUFACTURERS' DATA SHEETS ON TILE, MORTAR, GROUT, AND ACCESSORIES. INCLUDE INSTRUCTIONS FOR USING GROUTS AND ADHESIVES. 1. SHOP DRAWINGS: INDICATE TILE LAYOUT, PATTERNS, COLOR ARRANGEMENT, PERIMETER CONDITIONS, JUNCTIONS WITH DISSIMILAR MATERIALS, CONTROL AND EXPANSION JOINTS, THRESHOLDS, CERAMIC ACCESSORIES, AND SETTING DETAILS. 2. SAMPLES: MOUNT TILE AND APPLY GROUT ON TWO PLYWOOD PANELS, MINIMUM 15 X 15 INCHES IN SIZE ILLUSTRATING PATTERN, COLOR VARIATIONS, AND GROUT JOINT SIZE VARIATIONS. 3. SAMPLES: INITIALLY PROVIDE FULL COLOR RANGE FOR LIMESTONE THRESHOLD. THEN SUBMIT SELECTED COLOR ' SAMPLE THRESHOLD 2" X 35" WITH BEVELED EDGE PER SPECIFICATION, FOR BASIS OF DESIGN. 4. MANUFACTURER'S CERTIFICATE: CERTIFY THAT PRODUCTS MEET OR EXCEED SPECIFIED REQUIREMENTS AND ANSI A137.1. REFERENCES 1. ANSI A105 SERIES/A118 SERIES/A136.1 - AMERICAN NATIONAL STANDARD SPECIFICATIONS FOR THE INSTALLATION OF CERAMIC TILE (COMPENDIUM); 2009. 2. ANSI A105.1A -- AMERICAN NATIONAL STANDARD SPECIFICATIONS FOR INSTALLATION OF CERAMIC TILE IN THE WET -SET METHOD, WITH PORTLAND CEMENT MORTAR; 2005. 3. ANSI A105.1 B -AMERICAN NATIONAL STANDARD SPECIFICATIONS FOR INSTALLATION OF CERAMIC TILE ON A CURED PORTLAND CEMENT MORTAR SETTING BED WITH DRY -SET OR LATEX PORTLAND CEMENT MORTAR; 1999 (R2005). 4. ANSI A108.1C - SPECIFICATIONS FOR CONTRACTORS OPTION: INSTALLATION OF CERAMIC TILE IN THE WET -SET METHOD WITH PORTLAND CEMENT MORTAR OR INSTALLATION OF CERAMIC TILE ON A CURED PORTLAND CEMENT MORTAR BED WITH DRY -SET OR LATEX PORTLAND CEMENT 5. ANSI A115.6 - AMERICAN NATIONAL STANDARD SPECIFICATIONS FOR STANDARD CEMENT GROUTS FOR TILE INSTALLATION; 1999 (132005). 6. ANSI A137.1 - AMERICAN NATIONAL STANDARD SPECIFICATIONS FOR CERAMIC TILE; 2005. 7. ASTM C547 - STANDARD SPECIFICATION FOR METAL LATH; 2010A. S. TCNA (HB) - HANDBOOK FOR CERAMIC TILE INSTALLATION; 2011. TOILET ACCESSORIES VANITIES AND LAVATORIES SHALL BE INSTALLED WITH THE CENTERLINE OF THE FIXTURE A MINIMUM OF 1'3" HORIZONTALLY FROM AN ADJOINING WALL OR FIXTURE. THE TOP OF THE FIXTURE RIM IS A MAXIMUM HEIGHT OF 2'10" ABOVE THE FINISHED FLOOR. WHERE KNEESPACE IS PROVIDED BELOW THE VANITY, THE BOTTOM OF THE APRON IS AT LEAST 2'3" ABOVE THE FLOOR. WHERE PROVIDED PROVIDED, FULL KNEESPACE (FOR FRONT APPROACH) IS AT LEAST 1'5" DEEP. (SEE FBC FIGURE FHAG-7(C).) REGULATIONS: ALL WORK ON THIS PROJECT SHALL BE DONE IN STRICT ACCORDANCE WITH, BUT NOT LIMITED TO, APPLICABLE REQUIREMENTS AND PORTIONS OF THE FOLLOWING CODES, REVISIONS, AMENDMENTS, AND THEIR REFERENCES. A. 29 CFR 1910 -- OCCUPATIONAL SAFETY AND HEALTH STANDARDS; CURRENT EDITION; AS A WORK PLACE, B. ASCE 7 - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES; 2010. C. FLORIDA ADMINISTRATIVE CODE : STATE FIRE MARSHAL'S RULE 69A-58 D. FLORIDA BUILDING CODE, CURRENT EDITION (2010): 1. FLORIDA BUILDING CODE - BUILDING 2. FLORIDA BUILDING CODE - FUEL GAS 3. FLORIDA BUILDING CODE - MECHANICAL 4. FLORIDA BUILDING CODE - PLUMBING 5. NATIONAL ELECTRICAL CODE - FBC CHAPTER 27 6. FBC REFERENCED CODES AND STANDARDS -- CHAPTER 35 7. FLORIDA FIRE PREVENTION CODE, CH. 69A-60, FLORIDA ADMINISTRATIVE CODE, WHICH INCLUDES: s. NFPA 1 b. REFERENCED MANDATORY CODES AND STANDARDS LISTED IN 69A-60.005, FAC c.REFERENCED MANDATORY CODES AND STANDARDS LISTED IN NFPA 101 COMPLIANCE WITH CODES THE PERMIT ISSUED BY THE CITY OF SOUTH MIAMI WILL BE CONSTRUED AS PERMISSION TO PROCEED WITH CONSTRUCTION, AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SET ASIDE ANY OF THE PROVISIONS OF ANY CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION, OR VIOLATIONS OF ANY CODES, AT NO ADDITIONAL COST TO THE OWNER. REFERENCE STANDARDS;_ ALL WORK SHALL CONFORM TO APPLICABLE PORTIONS OF THE ADOPTED, OR IF NOT ADOPTED, EXCEPT WHEN MORE RIGID REQUIREMENTS ARE SPECIFIED OR ARE REQUIRED BY APPLICABLE CODES, THE LATEST EDITION OF THE STANDARDS LISTED WHICH SHALL INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING: A. ALUMINUM ASSOCIATION INC. (AA) B. ARCHITECTURAL ALUMINUM MANUFACTURER'S ASSOCIATION (MMA) C. AMERICAN CONCRETE INSTITUTE INTERNATIONAL(ACI) D. AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC (RISC) E. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) F. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) G. AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) H. AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR CONDITIONING ENGINEERS INC (ASHRAE) I. ARCHITECTURAL WOODWORKING INSTITUTE (AWI)\PAR10. J. AMERICAN WELDING SOCIETY (AWS) K. COMMERCIAL STANDARDS (CS) L. FEDERAL SPECIFICATIONS AND STANDARDS (FSS) M. NATIONAL OCCUPATIONS SAFETY AND HEALTH ADMINISTRATION (OSHA) N. NATIONAL INSTITUTE FOR STANDARDS AND TECHNOLOGY (NIST) 0. ARCHITECTURAL SHEET METAL MANUAL (SMACNA) P. UNDERWRITER'S LABORATORIES (UL) Q. NFPA 241, INCLUDING APPLICABLE RECOMMENDATIONS IN APPENDIX A. PRODUCT APPROVAL CONTRACTOR SHALL PROVIDE FLORIDA STATE AND OR MIAMI-DADE COUNTY NOTICE OF APPROVALS(NOA) FOR ALL WINDOWS, STOREFRONTS, DOORS, ROOFING AND CLADDING. SUBMIT FOR ARCHITECT'S APPROVAL ALONG WITH SHOP DRAWINGS PRIOR TO INSTALLATION. DESIGNER QUALIFICATIONS: WHERE DELEGATED ENGINEERING DESIGN IS TO BE PERFORMED UNDER THE CONSTRUCTION CONTRACT PROVIDE THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER EXPERIENCED IN DESIGN OF THIS TYPE OF WORK AND LICENSED IN THE STATE OF FLORIDA. DEFINITIONS: A. FURNISH: TO SUPPLY, DELIVER, UNLOAD, AND INSPECT FOR DAMAGE. B. INSTALL: TO UNPACK, ASSEMBLE, ERECT, APPLY, PLACE, FINISH, CURE, PROTECT, CLEAN, START UP, AND MAKE READY FOR USE. C. PRODUCT: MATERIAL, MACHINERY, COMPONENTS, EQUIPMENT, FIXTURES, AND SYSTEMS FORMING THE WORK RESULT. NOT MATERIALS OR EQUIPMENT USED FOR PREPARATION, FABRICATION CONVEYING OR ERECTION AND NOT INCORPORATED INTO THE WORK RESULT. PRODUCTS MAY BE NEW, NEVER BEFORE USED, OR RE -USED MATERIALS OR EQUIPMENT. D. PROVIDE: TO FURNISH AND INSTALL. E. SUPPLY: SAME AS FURNISH. GENERAL ROOFING NOTES FASTENING DEVICES: PROVIDE MEMBRANE MANUFACTURERS' INSULATION FASTENING SYSTEM OF APPROPRIATE SIZE AND NAILING PATTERN AS DESIGNED AND TESTED IN THE PRODUCT APPROVAL DOCUMENTS. ROOFING SYSTEM: ROOFING SHALL BE INSTALLED IN ACCORDANCE WITH FBC SECTION 1503 WEATHER PROTECTION, AND COMPLY WITH THE FOLLOWING INDUSTRY GUIDELINES; A.FS-HH-1-1972/GEN -- POLYISOCYAN U RATE INSULATION. B. ASTM D41 - STANDARD SPECIFICATION FOR ASPHALT PRIMER FOR USED IN ROOFING, DAMP -PROOFING, AND WATERPROOFING. C. ASTM D312 - STANDARD SPECIFICATION FOR ASPHALT USED IN ROOFING. D. ASTM D2175 - STANDARD SPECIFICATION FOR ASPHALT -IMPREGNATED GLASS FELT USED IN ROOFING AND WATERPROOFING. E. ASTM D2542 - STANDARD TEST METHOD FOR WATER ABSORPTION OF RIGID CELLULAR PLASTICS, F. ASTM E96 - STANDARD TEST METHOD FOR WATER VAPOR TRANSMISSION OF MATERIALS. G. ASTM E105 STANDARD TEST METHODS FOR FIRE TEST OF ROOF COVERINGS. H.ASCE 7-95 - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. L NRCA ROOFING AND WATERPROOFING MANUAL, CURRENT EDITION. J. UL - FIRE HAZARD CLASSIFICATIONS. K. UL - ROOFING SYSTEM k MATERIAL GUIDE. ROOFING ADMINISTRATION/ CERTIFICATES: A.CODE _COMPLETE CURRENT FLORIDA BUILDING CODE (FBC) HIGH VELOCITY HURRICANE ZONES (HVHZ) PROTOCOLS AND REQUIRED PRODUCT NOTICE OF ACCEPTANCE (NOA). SUBMIT WRITTEN CERTIFICATION OF COMPLIANCE WITH THE FLORIDA BUILDING CODE AND REQUIRED PRODUCT APPROVALS FOR THE SPECIFIED SYSTEMS. B.TOTAL SYSTEM WARRANTY BY MANUFACTURER: PROVIDE MANUFACTURER'S NON -PRO RATED 20 -YEAR WRITTEN FULL WARRANTY, NDL (NO DOLLAR LIMIT), WITH A WIND RIDER UP TO WINDS EQUAL TO THE DESIGN WIND SPEEDS REQUIRED BY THE FLORIDA BUILDING CODE, IN WHICH MANUFACTURER AGREES TO REPAIR OR REPLACE COMPONENTS OF ROOFING SYSTEM THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN THE SPECIFIED WARRANTY PERIOD. FAILURE INCLUDES ROOF LEAKS. THE WARRANTY SHALL BE A TERM TYPE, WITH NO CONDITIONS, EXCLUSIONS, INCLUDING EXCLUSIONS OF REMEDIES BY THE OWNER, DEDUCTIBLES OR LIMITATIONS ON COVERAGE AMOUNT. ANY CONDITIONS, EXCLUSIONS, OR LIMITS PROPOSED BY THE MANUFACTURER MUST BE APPROVED BY THE PROJECT CONSULTANT AND OWNER IN WRITING. 1.ROOFING SYSTEM INCLUDES, BUT IS NOT LIMITED TO: ROOFING MEMBRANES (BASE, INTER, AND CAP PLIES AS APPLICABLE), ROOF INSULATION (FOAM AND LWIC INCLUDING EPS BOARD), FASTENERS, COVER AND DECK BOARDS, ACCESSORIES, FLASHING AND SHEET METAL, GROUNDS/NAILERS, GUTTERS AND DOWNSPOUTS, SCUTTLES AND VENTS, CURBS, AND OTHER COMPONENTS OF ROOFING SYSTEM. C.TOTAL SYSTEM WARRANTY BY INSTALLER: PROVIDE INSTALLER'S 5 -YEAR WARRANTY, IN WHICH INSTALLER AGREES TO REPAIR OR REPLACE COMPONENTS OF ROOFING SYSTEM THAT FAIL IN MATERIALS OR WORKMANSHIP WITH THE SPECIFIED WARRANTY PERIOD, FAILURE INCLUDES ROOF LEAKS. THE WARRANTY SHALL BE A TERM TYPE, WITH NO CONDITIONS, EXCLUSIONS, EXCLUSIONS OF REMEDIES BY THE OWNER, DEDUCTIBLES OR LIMITATIONS ON COVERAGE AMOUNT. ANY CONDITIONS, EXCLUSIONS, OR LIMITS PROPOSED BY THE INSTALLER MUST BE APPROVED BY THE PROJECT CONSULTANT AND OWNER IN WRITING. MODIFIED BITUMEN CAP & INTERPLY SHEETS ( PRODUCTS MUST CONFORM TO THE NOTICE OF ACCEPTANCE FOR THE SPECIFIED MATERIALS.) MODIFIED BITUMEN INTERPLY SHEET (COMPLY WITH ASTM D 6164, TYPE I, GRADE S): APPLICATION: HOT ASPHALT MOPPED. POLYMER MODIFIER: SBS (STYRENE -BUTADIENE -STYRENE). REINFORCEMENT: POLYESTER MAT. SURFACING: SANDED. FIRE RATED MODIFIED BITUMEN CAP PLY SHEET (COMPLY WITH ASTM D 6162, TYPE II AND III ((PROVIDE TYPE III IF MANUFACTURER MAKES A TYPE III)), GRADE G): APPLICATION: HOT ASPHALT MOPPED. POLYMER MODIFIER: SBS (STYRENE -BUTADIENE -STYRENE). REINFORCEMENT: FIBERGLASS OR POLYESTER. SURFACING: MANUFACTURER'S PREMIUM WHITE, GRANULAR OR SMOOTH SURFACE. MINIMUM SOLAR REFLECTANCE INDEX (SRI) COMPLIANT WITH ASTM E1950, 75; BASE AND WALL FLASHING MATERIAL: 2 -PLY FLASHING CONSISTING OF ONE SMOOTH PLY AND ONE GRANULAR PLY, USE SAME MATERIAL AS INTERPLY AND CAP PLY MEMBRANES. WALL FLASHINGS: THE TOP EDGE OF THE WALL FLASHING MEMBRANE SHALL BE ATTACHED TO SUBSTRATE WITH TERMINATION BAR OF TYPE, SIZE, AND FASTENER SPACING IN COMPLIANCE WITH FBC HVHZ PROTOCOLS AND REQUIRED PRODUCT NOTICE OF ACCEPTANCE (NOA). ATTACH TOP EDGE OF BASE FLASHING MEMBRANE WITH FASTENERS OF TYPE, SIZE, AND SPACING IN COMPLIANCE WITH FBC HVHZ PROTOCOLS AND REQUIRED PRODUCT NOTICE OF ACCEPTANCE (NOA WIND RESISTANCE OF NONBALLASTED ROOFS. ROOF COVERINGS SHALL BE INSTALLED IN ACCORDANCE WITH FBC SECTION 1507 AND DESIGNED TO RESIST THE DESIGN WIND LOAD PRESSURES FOR CLADDING IN CHAPTER 16. • L i i i• • V L V • V • C. DECK SCREWS: COMPLY WITH, FBC HVHZ PROTOCOLS AND REQUIRED PRODUCT NOTICE OF ACCEPTANCE (NOA) i INCLUDING CORROSION RESISTANCE. i Y iil • D. STRESS PLATE: COMPLY WITH FBC HVHZ PROTOCOLS AND REQUIRED PRODUCT NOTICE OF ACCEPTANCE (NOA) ... INCLUDING CORROSION RESISITANCE. E. BASE AND WALL FLASHING ATTACHMENT: FLASHING PLIES SHALL BE ADHESIVE ATTACHED AND MECHANICALLY,- " """ FASTENED WITH FASTENERS. F. FASTENERS: STEEL, TYPE, SIZE, AND SPACING SHALL COMPLY WITH WITH FBC HVHZ PROTOCOLS AND REQUIRED PRODUCT NOTICE OF ACCEPTANCE (NOA). G. TERMINATION BARS: USE METAL TERMINATION BARS AT CONCEALED BASE AND WALL FLASHING CONDITIONS IN COMPLIANCE WITH FBC HVHZ PROTOCOLS AND REQUIRED PRODUCT NOTICE OF ACCEPTANCE (NOA). REMOVE DEBRIS AND CLEAN ROOF DECK AND SITE ON A DAILY BASIS AND LEGALLY DISPOSE AT AN APPROVED DISPOSAL SITE. CLEAN ANY DRIPPAGE OR SPILLS OF ASPHALT OR PRIMERS AS WORK PROGRESSES. REMOVE DRIPPINGS FROM ALL WALLS, WINDOWS, FLOORS, LADDERS AND FINISHED SURFACES IN AREAS WHERE FINISHED SURFACES ARE SOILED BY ASPHALT OR ANY OTHER SOURCES OF SOILING CAUSED BY WORK OF THIS SECTION, CONSULT MANUFACTURER OF SURFACES FOR CLEANING INSTRUCTIONS AND CONFORM TO THEIR INSTRUCTIONS. ROOFING SYSTEMS SHALL BE TESTED IN COMPLIANCE WITH TAS 110 AND TAS 114 IN ITS ENTIRETY. TESTING REQUIREMENTS FOR FIRE RESISTANCE SHALL BE IN COMPLIANCE WITH ASTM E 105 OR UL 790. ZE ALL CONTINUOUS ROOFING SYSTEMS SHALL RESIST A MINIMUM OF 90 POUNDS PER SQUARE FOOT (PSF) (4309 PA) S S TESTED WIND UPLIFT PRESSURE RESISTANCE, CONTINUOUS ROOFING SYSTEM TESTING REQUIREMENTS SHALL BE AS MOIL u u FOLLOWS: FIRE RESISTANCE: CLASS A AS TESTED IN ACCORDANCE WITH ASTM E105 AOR UL 790, FIRE RETARDANT TREATED WOOD BLOCKING SHALL BE TESTED IN ACCORDANCE WITH ASTM D 2595. (FBC 1516.2.1) EDGE SECUREMENT FOR LOW -SLOPE ROOFS. LOW -SLOPE MEMBRANE ROOF SYSTEMS METAL EDGE SECUREMENT, EXCEPT d 3 GUTTERS, SHALL BE DESIGNED AND INSTALLED FOR WIND LOADS IN ACCORDANCE WITH FBC CHAPTER 16 AND TESTED • FOR RESISTANCE IN ACCORDANCE WITH ANSI/SPRI ES -1 OR RAS 111 EXCEPT THE BASIC WIND SPEED SHALL BE c ; DETERMINED FROM FIGURE 1609. PHYSICAL PROPERTIES: ROOF COVERINGS SHALL DEMONSTRATE PHYSICAL INTEGRITY OVER THE WORKING LIFE OF THE - ROOF BASED UPON 2,000 HOURS OF EXPOSURE TO ACCELERATED WEATHERING TESTS CONDUCTED IN ACCORDANCE WITH ASTM G 152, ASTM G 153, ASTM G 155 OR ASTM G 154. THOSE ROOF COVERINGS THAT ARE SUBJECT TO CYCLICAL W FLEXURAL RESPONSE DUE TO WIND LOADS SHALL NOT DEMONSTRATE ANY SIGNIFICANT LOSS OF TENSILE STRENGTH FOR PN1 N UNREINFORCED MEMBRANES OR BREAKING STRENGTH FOR REINFORCED MEMBRANES WHEN TESTED AS HEREIN REQUIRED. Ln uN, IMPACT RESISTANCE: ROOF SHALL BE INSTALLED IN ACCORDANCE WITH FBC SECTION 1519 AND SHALL RESIST IMPACT N n DAMAGE BASED ON THE RESULTS OF TESTS CONDUCTED IN ACCORDANCE WITH ASTM D 3746, ASTM D 4272, CGSB 37 nn , "RESISTANCE TO FOOT TRAFFIC TEST" IN SECTION 5.5 OF FM 4470 OR TAS 114. M N COPING/ FLASHING: ALL PARAPET WALLS SHALL BE PROPERLY COPED OR SEALED WITH NONCOMBUSTIBLE, 0 C/'� WEATHERPROOF MATERIALS OF A WIDTH NO LESS THAN THE THICKNESS OF THE PARAPET WALL. METAL COPING U 1 4v M M FLASHING SHALL COMPLY WITH ANSI/SPRI ES -1 OR RAS 111 AND BE A MINIMUM THICKNESS OF 24 GAUGE. ALL° COMPOSITE AND NONMETALLIC FLASHING MATERIALS SHALL HAVE MIAMI-DADE PRODUCT APPROVAL yy ` 1 METAL ACCESSORIES: MANUFACTURED, SHOP -FABRICATED OR FIELD -FABRICATED TYPE, PROVIDING THE MATERIALS AND ' FASTENERS ARE IN COMPLIANCE WITH THE MINIMUM REQUIREMENTS OF THE FBC CODE AND SIZED, DESIGNED AND ZLL LL INSTALLED IN COMPLIANCE WITH METHODS SET FORTH IN RAS 111. A.GRAVEL STOPS SHALL BE INSTALLED AFTER ALL ROOFING FELTS HAVE BEEN APPLIED, OR IN COMPLIANCE WITH THE APPLICATION METHOD SET FORTH IN THE ROOFING ASSEMBLY PRODUCT APPROVAL. ALL ASPHALT OR APPROVED n COLD ADHESIVE BONDING AREAS SHALL BE COATED WITH ASTM D 41 OR ASTM D 43, AS REQUIRED, AND ALLOWED r , 0 2:ry TO DRY PRIOR TO APPLICATION. u m M B.GRAVEL STOPS AND DRIP EDGES SHALL BE JOINED BY LAPPING A MINIMUM OF 4 INCHES (102 MM) AND THE rn ENTIRE INTERIOR OF THE JOINTS SHALL BE COATED WITH APPROVED FLASHING CEMENT. COVER AND SPLICE PLATES C) SHALL BE OF THE SAME MATERIAL AS THE GRAVEL STOP AND DRIP EDGE, AND SHALL BE SIZED, FABRICATED AND JJM LL INSTALLED IN COMPLIANCE WITH RAS 111. F- C.THE VERTICAL FACE OF GRAVEL STOP OR DRIP EDGE SHALL BE A MINIMUM OF 11/2 INCHES (35 MM) AND SHALL Z E EXTEND DOWN NOT LESS THAN 1/2 INCH (12.7 MM) BELOW THE SHEATHING OR OTHER MEMBER IMMEDIATELY o a CONTIGUOUS THERETO. IN ALL CASES, THE DECK FLANGE SHALL BE NOT LESS THAN 2 INCHES (51 MM) IN WIDTH. 0 GRAVEL STOP OR DRIP EDGE SHALL BE SIZED, DESIGNED AND INSTALLED IN COMPLIANCE WITH RAS 111. �- TRAFFIC PADS: CAP SHEET MEMBRANE MANUFACTURER'S STANDARD FACTORY -FORMED, NONPOROUS, HEAVY-DUTY, SLIP C!3 RESISTANT, SURFACE -TEXTURED PADS OR ROLLS, .050 INCHES THICK MINIMUM, 25 INCHES WIDE MINIMUM. COLOR: SHALL BE CONTRASTING COLOR TO THE ROOF CAP SHEET. FASTENERS AND PLATES: PROVIDE TYPE, SIZE, AND SPACING PATTERN THAT ARE APPROVED BY THE MANUFACTURER OF Q THE MODIFIED BITUMEN ROOFING SYSTEM, AND COMPLY WITH FBC HVHZ PROTOCOLS AND REQUIRED PRODUCT NOTICE OF ACCEPTANCE (NOA). ._o O A.MECHANICAL FASTENERS: CORROSION RESISTANT STEEL FASTENERS, WASHERS, AND PLATES.DO NOT USE MECHANICAL FASTENERS TO ATTACH ROOFING MEMBRANES, EXCEPT FOR ATTACHMENT OF BASE SHEET TO C� LIGHTWEIGHT INSULATING CONCRETE, AND BASE AND WALL FLASHINGS. B.BASE SHEET MECHANICAL FASTENERS (FOR LWIC): FASTENERS SHALL COMPLY WITH FBC HVHZ PROTOCOLS AND REQUIRED PRODUCT NOTICE OF ACCEPTANCE (NOA) INCLUDING CORROSION RESISITANCE. W C/.) i, ... REERE-A IONAL D ESIGN AND CONSTRUCTION, INC_ 3990 North Powerline Road Ft. Lauderdale, FL 33309 Voice: 954.566.3885 Fax: 954.566.3335 u. w LL O J U Z w wm ELQ 0 � Q M r O V O 14 z (a cf) T" - M O w CL w J N Cl. � LL r w 00 ., (L m Lf) 0- 1 Cn 0 CC CO 2 0 cf:F- r Q 0 M LL w :E CL Uj a w LU n O z J J Q Q Seal z��, w / t t I+I © W Uo Nlurguida�l�i, "�} !{1' J eg- Mo. AR -1 0670'�,: t o PROJECT NUMBER H 1320MPCP U w FILE No. O DRAWN X.X.X. LU REVIEWED; X.X.X. 00 CHECKED: X_X.X_ q. J D DATE : 07-02-13 ISSUE / REVISIONS J w _ z w T_ F-- C9 z Q SHEET TITLE GENERAL DOTES SHEET NUMBER GN -002 ZE S S MOIL u u d 3 • Ld c ; D - O U W PN1 N J Ln uN, 0 N n nn LU M N J 0 O O M M w J � ZLL LL w n r , 0 2:ry 0 L u m M w rn J JJM LL J r w Z E m o a 0 O u. w LL O J U Z w wm ELQ 0 � Q M r O V O 14 z (a cf) T" - M O w CL w J N Cl. � LL r w 00 ., (L m Lf) 0- 1 Cn 0 CC CO 2 0 cf:F- r Q 0 M LL w :E CL Uj a w LU n O z J J Q Q Seal z��, w / t t I+I © W Uo Nlurguida�l�i, "�} !{1' J eg- Mo. AR -1 0670'�,: t o PROJECT NUMBER H 1320MPCP U w FILE No. O DRAWN X.X.X. LU REVIEWED; X.X.X. 00 CHECKED: X_X.X_ q. J D DATE : 07-02-13 ISSUE / REVISIONS J w _ z w T_ F-- C9 z Q SHEET TITLE GENERAL DOTES SHEET NUMBER GN -002