FL FloridaTestProtocols 2023 1stptg
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Florida Building Code -Test Protocols for High Velocity Hurricane Zone, Eighth Edition
| Published By | Publication Date | Number of Pages |
| FL | 2023 | 421 |
The Eighth Edition (2023) update to the Florida Building Code:Test Protocols for High Velocity Hurricane Zone updates the Seventh Edition 2020 Florida Building Code: Test Protocols for High Velocity Hurricane Zone. Adopted state. Effective Date: December 31, 2023.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2023 FLORIDA BUILDING CODE EIGHTH EDITION TEST PROTOCOLS FOR HIGH-VELOCITY HURRICANE ZONES |
| 2 | 2023 FLORIDA BUILDING CODE EIGHTH EDITION TEST PROTOCOLS FOR HIGH-VELOCITY HURRICANE ZONES |
| 3 | COPYRIGHT |
| 4 | PREFACE |
| 6 | TABLE OF CONTENTS |
| 8 | ROOFING APPLICATION STANDARD (RAS) No. 109 |
| 14 | ROOFING APPLICATION STANDARD (RAS) No. 109-A DETAIL DRAWINGS DETAIL 1 |
| 15 | DETAIL 2 DETAIL 3 |
| 16 | DETAIL 4 DETAIL 5 |
| 17 | DETAIL 6 DETAIL 7 |
| 18 | DETAIL 8 DETAIL 9 |
| 19 | DETAIL 10 DETAIL 11 |
| 20 | ROOFING APPLICATION STANDARD (RAS) No. 111-20 STANDARD REQUIREMENTS FOR ATTACHMENT OF PERIMETER WOODBLOCKING AND METAL FLASHING TABLE 1 MARGINS OF SAFETY FOR LABORATORY WITHDRAWAL RESISTANCE TESTING |
| 23 | TABLE 2 HOOK STRIP/CONTINUOUS CLEAT THICKNESS REQUIREMENTS FOR EDGE METAL AND COPINGS FACE DIMENSIONS |
| 24 | FIGURE 1 DETAIL OF “BUTT-JOINT” METHOD FOR ADJACENT DRIP EDGE/GRAVEL STOP SECTIONS |
| 25 | FIGURE 2 EXAMPLE OF RAISED EDGE AT GRAVEL STOP PERIMETER FLASHING |
| 26 | FIGURE 3 EXAMPLE OF A PERIMETER FLASHING FOR CONFIGURATIONS INCLUDING A CONTINUOUS CLEAT FIGURE 4 USE OF HEAVY EXTRUDED GRAVEL STOP WITH HORIZONTAL FLANGE OF LESSER THICKNESS |
| 28 | FIGURE 5 EXAMPLE OF REGLET MOUNTED COUNTER-FLASHING |
| 29 | FIGURE 6 EXAMPLE OF STUCCO COUNTER-FLASHING |
| 30 | FIGURE 7 TYPICAL SILL FLASHING CONFIGURATIONS |
| 31 | FIGURE 8 METAL BASE FLASHING CONNECTION WITH VERTICAL WALL |
| 32 | FIGURE 9 EXAMPLE OF ADHERED MEMBRANE ROOF SYSTEM ASSEMBLY TERMINATION |
| 34 | ROOFING APPLICATION STANDARD (RAS) No. 113 STANDARD REQUIREMENTS FOR JOB SITE MIXING OF ROOF TILE MORTAR |
| 36 | ROOFING APPLICATION STANDARD (RAS) No. 115 STANDARD PROCEDURES FOR ASPHALT SHINGLE INSTALLATION |
| 37 | DETAIL A |
| 39 | DETAIL B |
| 40 | DETAIL C |
| 42 | ROOFING APPLICATION STANDARD (RAS) No. 117-20 STANDARD REQUIREMENTS FOR BONDING OR MECHANICAL ATTACHMENT OF INSULATION PANELS AND MECHANICAL ATTACHMENT OF ANCHOR AND/ORBASE SHEETS TO SUBSTRATES |
| 43 | FIGURE 5 USE OF STEEL SHEET TO ENSURE SUPPORT OF INSULATION PANEL GAGES |
| 45 | TABLE 1 SQUARE FEET PER FASTENER FOR COMMON ANCHOR/BASE SHEET ATTACHMENT PATTERNS |
| 48 | TABLE 2 TYPICAL FASTENER VALUES FOR ARCHITECTURAL APPEARANCE APPLICATIONS TABLE 3 TYPICAL ‘DYNAMIC PULL THROUGH VALUES’ FOR ARCHITECTURAL APPEARANCE APPLICATIONS |
| 50 | FIGURE 1 FASTENER PLACEMENT FOR 2 FOOT BY 4 FOOT BOARDS |
| 51 | FIGURE 2 FASTENER PLACEMENT FOR 4 FOOT BY 4 FOOT BOARDS |
| 52 | FIGURE 3 FASTENER PLACEMENT FOR 4 FOOT BY 4 FOOT BOARDS |
| 53 | FIGURE 4 FASTENER PLACEMENT FOR 4 FOOT BY 8 FOOT BOARDS |
| 54 | ROOFING APPLICATION STANDARD (RAS) No. 118-20 INSTALLATION OF MECHANICALLY FASTENED ROOF TILE SYSTEMS Direct Deck & Counter Battens Only TABLE 1 |
| 56 | DRAWING 1 TYPICAL 30/90 HOT MOP |
| 57 | DRAWING 2 DRIP EDGE INSTALLATION |
| 58 | DRAWING 3 TYPICAL VALLEY INSTALLATION |
| 59 | DRAWING 4 VALLEY METAL STRIPPED IN |
| 60 | DRAWING 5 WALL FLASHING DETAIL DRAWING 6 WALL FLASHING DETAIL (WALL FLASHING OVER CAP SHEET) |
| 61 | DRAWING 7 WALL FLASHING DETAIL(WALL FLASHING OVER CAP SHEET) |
| 62 | DRAWING 8 LEAD STACK DETAIL (OVER THE CAP SHEET) DRAWING 9 LEAD STACK DETAIL (OVER THE BASE SHEET) DRAWING 10 EAVE TILE DETAIL (NAIL-ON EPDM EAVE ENCLOSURE) |
| 63 | DRAWING 11 EAVE TILE DETAIL (NAIL-ON METAL ENCLOSURE) DRAWING 12 EAVE TILE DETAIL (NAIL-ON ANTIPONDING METAL) |
| 65 | DRAWING 13 RIDGE BLOCKING DETAIL |
| 68 | ROOFING APPLICATION STANDARD (RAS) No. 119-20 INSTALLATION OF MECHANICALLY FASTENED ROOF TILE SYSTEMS Direct Deck & Horizontal Battens Only TABLE 1 |
| 70 | DRAWING 1 TYPICAL 30/90 HOT MOP |
| 71 | DRAWING 2 DRIP EDGE INSTALLATION |
| 72 | DRAWING 3 PERFORMED CLOSED VALLEY (NAIL-ON SYSTEM) |
| 73 | DRAWING 4 VALLEY METAL DETAIL (NAIL-ON SYSTEM) DRAWING 5 NAIL-ON VALLEY SYSTEM VALLEY METAL OVER TILE |
| 74 | DRAWING 6 WALL FLASHING DETAIL (NAIL-ON SYSTEM) DRAWING 7 PLUMBING STACKS (NAIL-ON SYSTEMS) DRAWING 8 PLUMBING STACKS FLASHING (NAIL-ON SYSTEMS) |
| 75 | DRAWING 9 EAVE TILE DETAIL (NAIL-ON EPDM EAVE ENCLOSURE) DRAWING 10 EAVE TILE DETAIL (NAIL-ON METAL EAVE ENCLOSURE) DRAWING 11 EAVE TILE DETAIL (NAIL-ON ANTIPONDING ENCLOSURE) |
| 77 | DRAWING 12 HIP RIDGE TILE NAILING DETAIL |
| 80 | ROOFING APPLICATION STANDARD (RAS) No. 120-20 MORTAR AND ADHESIVE SET TILE APPLICATION TABLE 1 |
| 82 | DRAWING 1 TYPICAL 30/90 HOT MAP |
| 83 | DRAWING 2 DRIP EDGE INSTALLATION |
| 84 | DRAWING 3 TYPICAL VALLEY INSTALLATION |
| 85 | DRAWING 4 VALLEY METAL STRIPPED IN |
| 86 | DRAWING 5 WALL FLASHING DETAIL (COUNTER FLASHING WITH CAULKED BEAD) DRAWING 6 WALL FLASHING DETAIL (STUCCO STOP DETAIL) DRAWING 7 WALL FLASHING DETAIL (WALL FLASHING OVER CAP SHEET) |
| 87 | DRAWING 8 LEAD STACK DETAIL (OVER THE CAPSHEET) DRAWING 9 LEAD STACK DETAIL (OVER THE BASE SHEET) DRAWING 10 EAVE TILE DETAIL EPDM EAVE CLOSURE |
| 88 | DRAWING 11 EAVE TILE DETAIL(METAL EAVE ENCLOSURE) DRAWING 12 EAVE TILE DETAIL ANTIPONDING METAL |
| 89 | DRAWING 13 MORTAR (ADHESIVE) SET TILE DRAWING 14 BARREL TILE INSTALLATION |
| 90 | DRAWING 15 RIDGE BLOCKING DETAIL DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4 DETAIL 5 STEEL PLATE DETAIL |
| 92 | ROOFING APPLICATION STANDARD (RAS) No. 127-20 PROCEDURE FOR DETERMINING THE MOMENT OF RESISTANCE AND MINIMUM CHARACTERISTIC RESISTANCE LOAD TO INSTALL A TILE SYSTEM ON A BUILDING OF A SPECIFIED ROOF SLOPE AND HEIGHT USING ALLOWABLE STRESS DESIGN (ASD) IN ACCORDANCE WITH ASCE 7 |
| 93 | TABLE 1 — GABLE ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE—1.5:12 TO LESS THAN 4.5:12RISK CATEGORY II EXPOSURE CATEGORY “C” TABLE 2 — GABLE ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE—4.5:12 TO LESS THAN 6:12RISK CATEGORY II EXPOSURE CATEGORY “C” |
| 94 | TABLE 3 — GABLE ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE—6:12 TO 12:12RISK CATEGORY II EXPOSURE CATEGORY “C” TABLE 4 — GABLE ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE—1.5:12 TO LESS THAN 4.5:12RISK CATEGORY II EXPOSURE CATEGORY “D” TABLE 5 — GABLE ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE—4.5:12 TO LESS THAN 6:12RISK CATEGORY II EXPOSURE CATEGORY “D” |
| 95 | TABLE 6 — GABLE ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE—6:12 TO 12:12RISK CATEGORY II EXPOSURE CATEGORY “D” TABLE 7 — HIP ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE—1.5:12 TO LESS THAN 4.5:12RISK CATEGORY II EXPOSURE CATEGORY “C” |
| 96 | TABLE 8 — HIP ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE—4.5:12 TO LESS THAN 6:12RISK CATEGORY II EXPOSURE CATEGORY “C” TABLE 9 — HIP ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE—6:12 TO 12:12RISK CATEGORY II EXPOSURE CATEGORY “C” TABLE 10 — HIP ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE—1.5:12 TO LESS THAN 4.5:12RISK CATEGORY II EXPOSURE CATEGORY “D” |
| 97 | TABLE 11 — HIP ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE—4.5:12 TO LESS THAN 6:12RISK CATEGORY II EXPOSURE CATEGORY “D” TABLE 12 — HIP ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE—6:12 TO 12:12RISK CATEGORY II EXPOSURE CATEGORY “D” FIGURE 3 |
| 98 | TABLE 13 WHERE TO OBTAIN INFORMATION |
| 100 | ROOFING APPLICATION STANDARD (RAS) No. 128-20 STANDARD PROCEDURE FOR DETERMINING APPLICABLE WIND ALLOWABLE STRESS DESIGN PRESSURES FOR LOW SLOPE ROOF IN ACCORDANCE WITH ASCE 7 TABLE 1 MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE—LESS THAN 11/2:12 RISK CATEGORY II EXPOSURE CATEGORY “C” |
| 101 | TABLE 2 MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE—LESS THAN 11/2:12 RISK CATEGORY II EXPOSURE CATEGORY “D” |
| 102 | ROOFING APPLICATION STANDARD (RAS) No. 130-20 INSTALLATION CRITERIA FOR WOOD ROOF SHINGLES AND SHAKES APPLICATION TABLE 1 MAXIMUM EXPOSURE TO WEATHER FOR WOOD SHINGLES AND SHAKES IN INCHES |
| 106 | DETAIL A |
| 107 | DETAIL B DETAIL C |
| 108 | DETAIL D |
| 110 | ROOFING APPLICATION STANDARD (RAS) No. 133 STANDARD PROCEDURE FOR INSTALLATION OF METAL ROOF SYSTEMS FIGURE 1 EXAMPLE OF PANEL CLEAT |
| 111 | FIGURE 2 TYPICAL EAVE TERMINATION DETAIL WITH CLOSURE STRIP FIGURE 3 TYPICAL PROFILES OF RAKE WALL FLASHINGS |
| 112 | FIGURE 4 TYPICAL RAKE PROFILES |
| 113 | FIGURE 6 TYPICAL CURB FLASHING FIGURE 7A PENETRATION FLASHING FIGURE 7B PENETRATION FLASHING |
| 114 | FIGURE 8 ELASTOMERIC FLASHING FIGURE 9 RECOMMENDED STANDING SEAM VALLEY |
| 115 | FIGURE 10 RIBBED PANEL VALLEY FIGURE 11 SEALED LOW SLOPE VALLEY LAP |
| 116 | FIGURE 12 TRANSITION WITH KNEE BENDS FIGURE 13 TRANSITION FLASHINGS AT HEADWALL CONDITION |
| 118 | ROOFING APPLICATION STANDARD (RAS) No. 137 STANDARD REQUIREMENTS FOR MECHANICAL ATTACHMENT OF SINGLE-PLY ROOF COVERINGS TO VARIOUS SUBSTRATES |
| 122 | ROOFING APPLICATION STANDARD (RAS) No. 150 PRESCRIPTIVE BUR REQUIREMENTS |
| 123 | TABLE 1(3) |
| 127 | TABLE 2 MECHANICALLY FASTENED INSULATION FOR BUILDINGS 40 FEET OR LESS IN HEIGHT |
| 128 | TESTING APPLICATION STANDARD (TAS) No. 100-23 TEST PROCEDURE FOR WIND AND WIND DRIVEN RAIN RESISTANCE OF DISCONTINUOUS ROOF SYSTEMS |
| 129 | FIGURE 1 WIND DRIVEN RAIN TEST FRAME FIGURE 2 WIND DRIVEN RAIN WIND TUNNEL |
| 134 | TESTING APPLICATION STANDARD (TAS) No. 100(A)-23 TEST PROCEDURE FOR WIND AND WIND DRIVEN RAIN RESISTANCE AND/OR INCREASED WINDSPEED RESISTANCE OF SOFFIT VENTILATION STRIP AND CONTINUOUS OR INTERMITTENT VENTILATION SYSTEM INSTALLED AT THE RIDGE AREA |
| 137 | TABLE 1 WINDSPEED AND WATER SPRAY INTERVALS FOR WIND DRIVEN RAIN RESISTANCE TESTING |
| 138 | TABLE 2 WINDSPEED INTERVALS FOR INCREASED WIND RESISTANCE TESTING OF STATIC VENTS, TURBINES1 OR POWERED VENTS |
| 139 | TABLE 3 INCREASED WINDSPEED VS. INSTALLATION HEIGHT |
| 140 | FIGURE 1A WIND DRIVEN RAIN TEST FRAME, FRONT VIEW |
| 141 | FIGURE 1B WIND DRIVEN RAIN TEST FRAME, SIDE VIEW FIGURE 2 WIND DRIVEN RAIN WIND TUNNEL |
| 142 | TESTING APPLICATION STANDARD (TAS) No. 101-95 TEST PROCEDURE FOR STATIC UPLIFT RESISTANCE OF MORTAR OR ADHESIVE SET TILE SYSTEMS |
| 149 | FIGURE 1 STATIC UPLIFT APPARATUS |
| 150 | TESTING APPLICATION STANDARD (TAS) No. 102-95 TEST PROCEDURE FOR STATIC UPLIFT RESISTANCE OF MECHANICALLY ATTACHED, RIGID ROOF SYSTEMS [For Mechanically Attached, Rigid Roof Systems Accompanied by a Clip, Refer to TAS 102(A)] |
| 157 | FIGURE 1 STATIC UPLIFT TEST APPARATUS |
| 158 | TESTING APPLICATION STANDARD (TAS) No. 102(A)-95 TEST PROCEDURE FOR STATIC UPLIFT RESISTANCE OF MECHANICALLY ATTACHED, CLIPPED, RIGID, ROOF SYSTEMS(For Methods of Mechanical Attachment Excluding Clips, Refer to TAS 102) |
| 165 | FIGURE 1 STATIC UPLIFT TEST APPARATUS |
| 166 | TESTING APPLICATION STANDARD (TAS) No. 103-20 TEST PROCEDURE FOR SELF-ADHERED UNDERLAYMENTS FOR USE IN TILE ROOF SYSTEMS |
| 168 | TABLE 1 MINIMUM BREAKING STRENGTH VALUES |
| 169 | TABLE 2 MINIMUM ELONGATION VALUES (%) |
| 173 | TABLE 24.1 TABLE 24.2 |
| 174 | FIGURE 1 |
| 176 | TESTING APPLICATION STANDARD (TAS) No. 104-20 TEST PROCEDURE FOR NAIL-ON UNDERLAYMENT FOR USE IN TILE ROOF SYSTEMS |
| 178 | TABLE 1 MINIMUM BREAKING STRENGTH VALUES (%) TABLE 2 MINIMUM ELONGATION VALUES (%) |
| 182 | TABLE 20.1 |
| 183 | TABLE 20.2 FIGURE 1 FIGURE 2 |
| 184 | TESTING APPLICATION STANDARD (TAS) No. 105-20 TEST PROCEDURE FOR FIELD WITHDRAWAL RESISTANCE TESTING |
| 185 | TABLE 1 VALUES FOR T-ESTIMATOR AT 95% PROBABILITY |
| 188 | TESTING APPLICATION STANDARD (TAS) 105-20 APPENDIX A FIELD WITHDRAWAL RESISTANCE TEST RESULTS REPORT |
| 194 | TESTING APPLICATION STANDARD (TAS) No. 106 STANDARD PROCEDURE FOR FIELD VERIFICATION OF THE BONDING OF MORTAR OR ADHESIVE SET TILE SYSTEMS AND MECHANICALLY ATTACHED, RIGID, DISCONTINUOUS ROOF SYSTEMS |
| 196 | TESTING APPLICATION STANDARD (TAS) No. 107-20 TEST PROCEDURE FOR WIND RESISTANCE TESTING OF NON-RIGID, DISCONTINUOUS ROOF SYSTEM ASSEMBLIES(Modified from ASTM D3161) |
| 200 | TESTING APPLICATION STANDARD (TAS) No. 108-95 TEST PROCEDURE FOR WIND TUNNEL TESTING OF AIR PERMEABLE, RIGID, DISCONTINUOUS ROOF SYSTEMS |
| 206 | FIGURE 1 WIND TUNNEL TEST APPARATUS |
| 207 | FIGURE 2 WIND TUNNEL TEST APPARATUS (SIDE VIEW) |
| 208 | TESTING APPLICATION STANDARD (TAS) No. 110-2000 TESTING REQUIREMENTS FOR PHYSICAL PROPERTIES OF ROOFMEMBRANES, INSULATION, COATINGS AND OTHER ROOFING COMPONENTS TABLE 2(A) |
| 209 | TABLE 2(B) TABLE 3 TABLE 4 |
| 210 | TABLE 5 TABLE 6 TABLE 7 |
| 211 | TABLE 8 |
| 212 | TABLE 9 TABLE 10 |
| 213 | TABLE 11(A) TABLE 11(B) |
| 214 | TABLE 14 TABLE 15 |
| 215 | TABLE 17 |
| 218 | TESTING APPLICATION STANDARD (TAS) No. 111(A)-95 TEST PROCEDURE FOR ROOF EDGE TERMINATION PERFORMANCE |
| 219 | FIGURE 1 MEMBRANE TERMINATION PERFORMANCE TEST CONFIGURATION OPTION FIGURE 2 MEMBRANE TERMINATION PERFORMANCE TEST CONFIGURATION OPTION |
| 220 | TESTING APPLICATION STANDARD (TAS) No. 111(B)-95 TEST PROCEDURE FOR EDGE METAL PULL-OFF PERFORMANCE |
| 222 | FIGURE 1 VIEW OF OUTWARD LOADING OF EDGE METAL VERTICAL FLANGE (UPWARD LOADING OF HORIZONTAL FLANGE ALSO REQUIRED) |
| 224 | TESTING APPLICATION STANDARD (TAS) No. 111(C)-95 TEST PROCEDURE FOR COPING CAP PULL-OFF PERFORMANCE |
| 226 | FIGURE 1 VIEW OF OUTWARD LOADING OF COPING CAP VERTICAL FLANGE (OUTWARD LOADING OF OTHER VERTICAL FLANGE ALSO REQUIRED) FIGURE 2 VIEW OF OUTWARD LOADING OF COPING CAP VERTICAL FLANGE (UPWARD LOAD RESISTANCE) |
| 228 | TESTING APPLICATION STANDARD (TAS) No. 112-95 STANDARD REQUIREMENTS FOR CONCRETE ROOF TILES |
| 233 | TABLE 1 TRANSVERSE BREAKING STRENGTH, MINIMUM LBF (N) TABLE 2 TILE RATINGS AND MAXIMUM WATER ABSORPTION TABLE 3 NUMBER OF TILES TO BE RE-TESTED TABLE 4 RETEST CRITERIA (FAILURE RATE REQUIRED) |
| 235 | FIGURE 1 TRANSVERSE STRENGTH TEST APPARATUS FIGURE 2 PERMEABILITY TEST APPARATUS |
| 236 | TESTING APPLICATION STANDARD (TAS) No. 112-95 Appendix A CLARIFICATION OF TESTING FREQUENCY AND SAMPLING METHOD |
| 238 | TESTING APPLICATION STANDARD (TAS) 114-11 TEST PROCEDURES FOR ROOFING ASSEMBLIES IN THE HIGH-VELOCITY HURRICANE ZONE JURISDICTIONTABLE OF CONTENTS |
| 240 | TESTING APPLICATION STANDARD (TAS) No. 114-11 TEST PROCEDURES FOR ROOFING ASSEMBLIES IN THE HIGH-VELOCITY HURRICANE ZONE JURISDICTION |
| 250 | TESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX ATEST PROCEDURE FOR ABOVE DECK COMBUSTIBILITY ASTM E108 |
| 252 | TESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX BTEST PROCEDURE FOR SIMULATED DYNAMIC UPLIFT PRESSURE RESISTANCE OF MECHANICALLY ATTACHED ROOFING ASSEMBLIES |
| 254 | TABLE B1 DYNAMIC PRESSURE GUST INTERVALS |
| 255 | FIGURE B1 DYNAMIC UPLIFT TEST APPARATUS |
| 256 | TESTING APPLICATION STANDARD (TAS) 114-95 APPENDIX CTEST PROCEDURE FOR SIMULATED UPLIFT PRESSURE RESISTANCE OF ROOFING ASSEMBLIES |
| 257 | TABLE C1 UPLIFT PRESSURE INTERVALS |
| 259 | FIGURE C1 UPLIFT PRESSURE TEST APPARATUS FIGURE C2 UPLIFT PRESSURE TEST SPECIMEN MOUNTED IN TEST |
| 260 | TESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX DTEST PROCEDURE FOR SIMULATED UPLIFT PRESSURE RESISTANCE OF ADHERED ROOFING ASSEMBLIES |
| 261 | APPARATUS TABLE D1 UPLIFT LOAD INTERVALS AND CORRESPONDING PRESSURES |
| 262 | TESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX ETEST PROCEDURE FOR CORROSION RESISTANCE OF FASTENERS, BATTEN BARS AND STRESS DISTRIBUTION PLATES |
| 266 | TESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX FTEST PROCEDURE FOR SUSCEPTIBILITY TO HAIL DAMAGE FOR ROOFING SYSTEMS |
| 268 | TESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX GTEST PROCEDURE FOR SUSCEPTIBILITY TO LEAKAGE FOR ROOFING SYSTEMS |
| 270 | TESTING APPLICATION STANDARD (TAS) 114-95 APPENDIX HTEST PROCEDURES FOR SMALL SCALE QC AND PHYSICAL PROPERTIES OF APPROVED ROOFING SYSTEMS |
| 272 | TESTING APPLICATION STANDARD (TAS) 114-95 APPENDIX I TEST PROCEDURE FOR STATIC AND DYNAMIC PUNCTURE RESISTANCE OF ROOFING ASSEMBLIES |
| 277 | FIGURE I1 STATIC PUNCTURE TEST APPARATUS FIGURE I2 DYNAMIC PUNCTURE TEST APPARATUS |
| 278 | FIGURE I3 TYPICAL DYNAMIC PUNCTURE HEAD |
| 280 | TESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX JTEST PROCEDURE FOR 12 FOOT BY 24 FOOT SIMULATED UPLIFT PRESSURE RESISTANCE OF ROOFING ASSEMBLIES |
| 282 | TABLE J1 12 FOOT BY 24 FOOT UPLIFT PRESSURE INTERVALS |
| 284 | TESTING APPLICATION STANDARD (TAS) 116-95 TEST PROCEDURE FOR AIR PERMEABILITY TESTING OF RIGID, DISCONTINUOUS ROOF SYSTEMS |
| 286 | TABLE 1 NUMBER OF COURSES AND NUMBER OF COMPONENTS PER COURSE |
| 289 | FIGURE 1 AIR PERMEABILITY TEST APPARATUS |
| 290 | TESTING APPLICATION STANDARD (TAS) 117(A)-95 TEST PROCEDURE FOR WITHDRAWAL RESISTANCE TESTING OF MECHANICAL FASTENERS USED IN ROOF SYSTEM ASSEMBLIES |
| 294 | TESTING APPLICATION STANDARD (TAS) 117(B)-95 TEST PROCEDURE FOR DYNAMIC PULL-THROUGH PERFORMANCE OF ROOFING MEMBRANES OVER FASTENER HEADS OR FASTENERS WITH METAL BEARING PLATES |
| 296 | FIGURE 1 HOLDING DEVICE CONFIGURATION |
| 297 | FIGURE 2 HOLDING DEVICE CONFIGURATION FOR LAPPED TEST SPECIMENS FIGURE 3 HOLDING DEVICE CONFIGURATION FOR ROOFING OR CAP NAIL TESTING (SEE NOTE IN SECTION 4.2 HEREIN) |
| 298 | FIGURE 4 VIEW OF DYNAMIC PULL-THROUGH TESTING |
| 300 | TESTING APPLICATION STANDARD (TAS) 117(C)-95 TEST PROCEDURE FOR DYNAMIC PULL-OFF PERFORMANCE OF ROOFING FASTENER HEADS OR FASTENERS WITH BEARING PLATES |
| 301 | TABLE 1 FASTENER ASSEMBLY PULL-OFF VALUESVS. DROP HEIGHT |
| 303 | FIGURE 1 DIAGRAM OF DYNAMIC PULL-OFF TEST APPARATUS |
| 304 | FIGURE 2 DIAGRAM OF WIRE REINFORCED TEST STRAP FIGURE 3 PHOTOGRAPH OF TYPICAL WIRE REINFORCED TEST STRAP |
| 305 | FIGURE 4 PHOTOGRAPH OF DYNAMIC PULL-OFF TESTING FIGURE 5 PHOTOGRAPH OF DYNAMIC PULL-OFF TESTING |
| 306 | TESTING APPLICATION STANDARD (TAS) 121-95 STANDARD REQUIREMENTS FOR TESTING AND APPROVAL OF ROOFING ADHESIVES, MASTICS AND COATINGS |
| 308 | TESTING APPLICATION STANDARD (TAS) 123-95 STANDARD REQUIREMENTS FOR MORTAR USED IN MORTAR SET TILE SYSTEMS |
| 310 | TESTING APPLICATION STANDARD (TAS) 123-95 APPENDIX A STANDARD REQUIREMENTS OF TILE ADHESIVE USED TO REPAIR OR SUPPLEMENT TILE ATTACHMENT |
| 311 | TABLE 1 TILE ADHESIVE COMPOSITION REQUIREMENTS TABLE 2 TILE ADHESIVE ADHESION REQUIREMENTS TABLE 3 TILE ADHESIVE TENSILE/ELONGATION REQUIREMENTS |
| 312 | TABLE 4 SHORE ‘A’ HARDNESS REQUIREMENTS |
| 314 | TESTING APPLICATION STANDARD (TAS) 124-20 TEST PROCEDURE FOR FIELD UPLIFT RESISTANCE OF EXISTING MEMBRANE ROOF SYSTEMS AND IN SITU TESTING FOR REROOF AND NEW CONSTRUCTION APPLICATIONS |
| 316 | FIGURE 1 SCREW AND EYE-BOLT LOCATIONS FIGURE 2 ALTERNATE LOAD TRANSFER DEVICE |
| 317 | TABLE 1 NUMBER OF BELL CHAMBER OR BONDED PULL TESTS TO BE CONDUCTED PER ROOF AREA |
| 319 | TABLE 2 APPLIED LOAD INCREMENTS |
| 320 | TABLE 3 MAXIMUM RECOMMENDED DEFLECTION FOR ADHERED COVERS ON STEEL DECK ROOFS BEFORE THE SAMPLE IS CONSIDERED SUSPECT |
| 322 | TESTING APPLICATION STANDARD (TAS) 124-20 BELL CHAMBER TEST RESULTS |
| 326 | ROOF SYSTEM INFORMATION – DETAIL #1 |
| 327 | BUILDING INFORMATION – DETAIL #2 |
| 328 | ROOF SYSTEM INFORMATION – DETAIL #3 |
| 330 | TESTING APPLICATION STANDARD (TAS) 124-20 BONDED PULL TEST RESULTS |
| 334 | ROOF SYSTEM INFORMATION – DETAIL #1 |
| 335 | BUILDING INFORMATION – DETAIL #2 |
| 336 | ROOF SYSTEM INFORMATION – DETAIL #3 |
| 338 | TESTING APPLICATION STANDARD (TAS) 125-03 STANDARD REQUIREMENTS FOR METAL ROOFING SYSTEMS |
| 342 | FIGURE 8-1 ASSEMBLED UPLIFT TEST APPARATUS FOR UL 580 |
| 345 | TABLE T125-1 TEST PRESSURES |
| 356 | FIGURE 9-1 SCHEMATIC OF TEST APPARATUS FOR ASTM E1592 UPLIFT TESTING |
| 357 | FIGURE 9-2 EXAMPLES OF STRUCTURAL ELEMENTS AND PANEL WIDTH FOR DIFFERENT PROFILES FIGURE 9-3 IMPROPER SEAL WHERE FILM SPANS CREVICE AT BASE OF RIB FIGURE 9-4 PLEATS MAKE CONTACT WITH METAL PANEL ON BOTH SIDES OF CLIPS FIGURE 9-5 PROPER SEAL AT RIB WITH MULTIPLE LONGITUDINAL AIR BAGS FIGURE 9-6 IMPROPER USE OF MULTIPLE AIR BAGS BETWEEN SUPPORT |
| 358 | TESTING APPLICATION STANDARD (TAS) 126-95 STANDARD PROCEDURES FOR ROOF MOISTURE SURVEYS |
| 366 | TESTING APPLICATION STANDARD (TAS) 131-20 STANDARD REQUIREMENTS FOR UNREINFORCED THERMOPLASTIC OLEFIN ELASTOMER BASED SHEET USED IN SINGLE-PLY ROOF SYSTEMS |
| 368 | TABLE 1 PHYSICAL REQUIREMENTS FOR UNREINFORCED TPO ELASTOMER SHEETS |
| 370 | TESTING APPLICATION STANDARD (TAS) 132-95 STANDARD REQUIREMENTS FOR TESTING AND APPROVAL OF SEALANTS USED IN ROOFING |
| 371 | PHYSICAL PROPERTY REQUIREMENTS PERFORMANCE REQUIREMENTS |
| 372 | TESTING APPLICATION STANDARD (TAS) 135-95 STANDARD REQUIREMENTS FOR FIBERGLASS REINFORCED TILE, SHINGLES OR PANELS AND FIBER CEMENT SHINGLES, SHAKES OR PANELS |
| 373 | TABLE 1PHYSICAL PROPERTY REQUIREMENTS FOR FIBERGLASS REINFORCED, COMPOSITE TILE, SHINGLES OR PANELS |
| 377 | TABLE 2 PHYSICAL PROPERTY REQUIREMENTS FOR FIBER CEMENT SHINGLES, SHAKES OR PANELS |
| 378 | TESTING APPLICATION STANDARD (TAS) 138-95 STANDARD REQUIREMENTS FOR ALUMINUM PIGMENTED EMULSIFIED ASPHALT USED AS A PROTECTIVE COATING FOR ROOFING |
| 382 | TESTING APPLICATION STANDARD (TAS) 139-95 STANDARD REQUIREMENTS FOR WHITE ROOF PATCH SPECIFICATION |
| 386 | TESTING APPLICATION STANDARD (TAS) 140-95 STANDARD REQUIREMENTS FOR NONFIBERED ROOF AND FOUNDATION COATINGS |
| 388 | TESTING APPLICATION STANDARD (TAS) 141-95 STANDARD REQUIREMENTS FOR COAL TAR (CUTBACK) ROOF COATING, BRUSHING CONSISTENCY |
| 392 | TESTING APPLICATION STANDARD (TAS) 142-95 STANDARD REQUIREMENTS FOR COAL TAR ROOF CEMENT, ASBESTOS FREE |
| 394 | TESTING APPLICATION STANDARD (TAS) 143-95 STANDARD REQUIREMENTS FOR WHITE ELASTOMERIC ROOF COATINGS USED FOR COATING BUILT UP ROOFS AND METAL ROOFING SYSTEMS |
| 400 | TESTING APPLICATION STANDARD (TAS) 201-94 IMPACT TEST PROCEDURES |
| 401 | FIGURE 1 THREE (3) BASIC STORM PANEL ATTACHMENTS FOR TESTING |
| 406 | TESTING APPLICATION STANDARD (TAS) 202-94 CRITERIA FOR TESTING IMPACT & NONIMPACT RESISTANT BUILDING ENVELOPE COMPONENTS USING UNIFORM STATIC AIR PRESSURE |
| 407 | FIGURE 1 THREE (3) BASIC STORM PANEL ATTACHMENTS FOR TESTING |
| 412 | TESTING APPLICATION STANDARD (TAS) 203-94 CRITERIA FOR TESTING PRODUCTS SUBJECT TO CYCLIC WIND PRESSURE LOADING |
| 413 | FIGURE 1 THREE (3) BASIC STORM PANEL ATTACHMENTS FOR TESTING |
| 416 | TESTING APPLICATION STANDARD (TAS) 301-94 TESTING LABORATORY |
| 418 | NATIONAL STORM SHELTER ASSOCIATION |
| 419 | ICC DIGITAL CODES PREMIUM |
| 420 | ICC EVALUATION SERVICE® |
| 421 | GET THE NEW 2023 FLORIDA CODES: COMPLETE COLLECTION |
