FL FloridaTestProtocols 2017
$24.38
Florida Building Code -Test Protocols for High Velocity Hurricane Zone, Sixth Edition
| Published By | Publication Date | Number of Pages |
| FL | 2017 | 467 |
Effective Date: December 31, 2017
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | FLORIDA BUILDING CODE – TEST PROTOCOLS FOR HIGH-VELOCITY HURRICANE ZONES, SIXTH EDITION (2017) |
| 2 | FLORIDA BUILDING CODE – TEST PROTOCOLS FOR HIGH-VELOCITY HURRICANE ZONES, SIXTH EDITION (2017) TITLE PAGE |
| 3 | COPYRIGHT |
| 4 | PREFACE |
| 6 | TABLE OF CONTENTS |
| 8 | ROOFING APPLICATION STANDARD (RAS) No. 109 |
| 14 | ROOFING APPLICATION STANDARD (RAS) No. 109-A 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 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 |
| 38 | DETAIL A |
| 39 | DETAIL B |
| 40 | DETAIL C |
| 42 | ROOFING APPLICATION STANDARD (RAS) No. 117 STANDARD REQUIREMENTS FOR BONDING OR MECHANICAL ATTACHMENT OF INSULATION PANELS AND MECHANICAL ATTACHMENT OF ANCHOR AND/OR BASE 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 |
| 51 | FIGURE 1 FASTENER PLACEMENT FOR 2 FOOT BY 4 FOOT BOARDS |
| 52 | FIGURE 2 FASTENER PLACEMENT FOR 4 FOOT BY 4 FOOT BOARDS |
| 53 | FIGURE 3 FASTENER PLACEMENT FOR 4 FOOT BY 4 FOOT BOARDS |
| 54 | FIGURE 4 FASTENER PLACEMENT FOR 4 FOOT BY 8 FOOT BOARDS |
| 56 | ROOFING APPLICATION STANDARD (RAS) No. 118 INSTALLATION OF MECHANICALLY FASTENED ROOF TILE SYSTEMS: DIRECT DECK & COUNTER BATTENS ONLY |
| 57 | PART I – GENERAL PART II – MATERIALS |
| 59 | PART III – EXECUTION DRAWING 1 TYPICAL 30/90 HOT MOP |
| 61 | DRAWING 2 DRIP EDGE INSTALLATION |
| 62 | DRAWING 3 TYPICAL VALLEY INSTALLATION DRAWING 4 VALLEY METAL STRIPPED IN |
| 64 | DRAWING 5 WALL FLASHING DETAIL DRAWING 6 WALL FLASHING DETAIL (WALL FLASHING OVER CAP SHEET) |
| 65 | DRAWING 7 WALL FLASHING DETAIL (WALL FLASHING OVER CAP SHEET) DRAWING 8 LEAD STACK DETAIL (OVER THE CAP SHEET) |
| 66 | DRAWING 9 LEAD STACK DETAIL (OVER THE BASE SHEET) |
| 67 | DRAWING 10 EAVE TILE DETAIL (NAIL-ON EPDM EAVE ENCLOSURE) |
| 68 | DRAWING 11 EAVE TILE DETAIL (NAIL-ON METAL ENCLOSURE) DRAWING 12 EAVE TILE DETAIL (NAIL-ON ANTIPONDING METAL) |
| 69 | DRAWING 13 RIDGE BLOCKING DETAIL |
| 72 | ROOFING APPLICATION STANDARD (RAS) No. 119 INSTALLATION OF MECHANICALLY FASTENED ROOF TILE SYSTEMS: DIRECT DECK & HORIZONTAL BATTENS ONLY |
| 73 | PART I – GENERAL PART II – MATERIALS |
| 75 | PART III – EXECUTION |
| 76 | DRAWING 1 TYPICAL 30/90 HOT MOP |
| 77 | DRAWING 2 DRIP EDGE INSTALLATION |
| 78 | DRAWING 3 PERFORMED CLOSED VALLEY (NAIL-ON SYSTEM) |
| 79 | DRAWING 4 VALLEY METAL DETAIL (NAIL-ON SYSTEM) DRAWING 5 NAIL-ON VALLEY SYSTEM VALLEY METAL OVER TILE |
| 80 | DRAWING 6 WALL FLASHING DETAIL (NAIL-ON SYSTEM) |
| 81 | DRAWING 7 PLUMBING STACKS (NAIL-ON SYSTEMS) DRAWING 8 PLUMBING STACKS FLASHING (NAIL-ON SYSTEMS) |
| 82 | 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) |
| 84 | DRAWING 12 HIP RIDGE TILE NAILING DETAIL |
| 86 | ROOFING APPLICATION STANDARD (RAS) No. 120 MORTAR AND ADHESIVE SET TILE APPLICATION |
| 87 | PART I – GENERAL PART II – MATERIALS |
| 89 | PART III – EXECUTION |
| 90 | DRAWING 1 TYPICAL 30/90 HOT MAP DRAWING 2 DRIP EDGE INSTALLATION |
| 92 | DRAWING 3 TYPICAL VALLEY INSTALLATION DRAWING 4 VALLEY METAL STRIPPED IN |
| 94 | DRAWING 5 WALL FLASHING DETAIL (COUNTER FLASHING WITH CAULKED BEAD) DRAWING 6 WALL FLASHING DETAIL (STUCCO STOP DETAIL) |
| 95 | DRAWING 7 WALL FLASHING DETAIL (WALL FLASHING OVER CAP SHEET) DRAWING 8 LEAD STACK DETAIL (OVER THE CAPSHEET) DRAWING 9 LEAD STACK DETAIL (OVER THE BASE SHEET) |
| 98 | DRAWING 10 EAVE TILE DETAIL EPDM EAVE CLOSURE DRAWING 11 EAVE TILE DETAIL (METAL EAVE ENCLOSURE) DRAWING 12 EAVE TILE DETAIL ANTIPONDING METAL DRAWING 13 MORTAR (ADHESIVE) SET TILE DRAWING 14 BARREL TILE INSTALLATION |
| 100 | DRAWING 15 RIDGE BLOCKING DETAIL DETAIL 1 DETAIL 2 |
| 101 | DETAIL 3 DETAIL 4 DETAIL 5 SHEET PLATE DETAIL |
| 102 | ROOFING APPLICATION STANDARD (RAS) No. 127 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 |
| 103 | TABLE 1 — RISK CATEGORY II EXPOSURE CATEGORY “C”1 MINIMUM DESIGN WIND UPLIFT PRESSURES IN PSF FOR FIELD [Pasd(1)], PERIMETER [Pasd(2)] AND CORNER [Pasd(3)] AREAS OF ROOFS FOR EXPOSURE C BUILDINGS WITH A ROOF MEAN HEIGHT AS SPECIFIED3 TABLE 2 — RISK CATEGORY II EXPOSURE CATEGORY “D”1 MINIMUM DESIGN WIND UPLIFT PRESSURES IN PSF FOR FIELD [Pasd(1)], PERIMETER [Pasd(2)] AND CORNER [Pasd(3)] AREAS OF ROOFS FOR EXPOSURE D BUILDINGS WITH A ROOF MEAN HEIGHT AS SPECIFIED3 |
| 104 | TABLE 3 WHERE TO OBTAIN INFORMATION |
| 106 | ROOFING APPLICATION STANDARD (RAS) No. 128 STANDARD PROCEDURE FOR DETERMINING APPLICABLE WIND DESIGN PRESSURES FOR LOW SLOPE ROOF TABLE 1 — RISK CATEGORY II EXPOSURE CATEGORY “C”1, 2 MINIMUM DESIGN WIND UPLIFT PRESSURES, IN PSF FOR FIELD [Pasd(1)], PERIMETER [Pasd(2)] AND CORNER [Pasd(3)] AREAS OF ROOFS FOR EXPOSURE “C” BUILDINGS |
| 107 | TABLE 2 — RISK CATEGORY II EXPOSURE CATEGORY “D”1, 2 MINIMUM DESIGN WIND UPLIFT PRESSURES, IN PSF FOR FIELD [Pasd(1)], PERIMETER [Pasd(2)] AND CORNER [Pasd(3)] AREAS OF ROOFS FOR EXPOSURE “D” BUILDINGS |
| 108 | ROOFING APPLICATION STANDARD (RAS) No. 130 INSTALLATION CRITERIA FOR ROOF SHINGLES AND SHAKES APPLICATION TABLE 1 MAXIMUM EXPOSURE TO WEATHER FOR WOOD SHINGLES AND SHAKES IN INCHES |
| 113 | DETAIL A DETAIL B |
| 114 | DETAIL C DETAIL D |
| 116 | ROOFING APPLICATION STANDARD (RAS) No. 133 STANDARD PROCEDURE FOR INSTALLATION OF METAL ROOF SYSTEMS FIGURE 1 EXAMPLE OF PANEL CLEAT |
| 117 | FIGURE 2 TYPICAL EAVE TERMINATION DETAIL WITH CLOSURES TRIP |
| 118 | FIGURE 3 TYPICAL PROFILES OF RAKE WALL FLASHINGS FIGURE 4 TYPICAL RAKE PROFILES |
| 119 | FIGURE 6 TYPICAL CURB FLASHING |
| 120 | FIGURE 7A PENETRATION FLASHING FIGURE 7B PENETRATION FLASHING FIGURE 8 ELASTOMERIC FLASHING |
| 121 | FIGURE 9 RECOMMENDED STANDING SEAM VALLEY |
| 122 | FIGURE 10 RIBBED PANEL VALLEY FIGURE 11 SEALED LOW SLOPE VALLEY LAP |
| 123 | FIGURE 12 TRANSITION WITH KNEE BENDS FIGURE 13 TRANSITION FLASHINGS AT HEADWALL CONDITION |
| 124 | ROOFING APPLICATION STANDARD (RAS) No. 137 STANDARD REQUIREMENTS FOR MECHANICAL ATTACHMENT OF SINGLE-PLY ROOF COVERINGS TO VARIOUS SUBSTRATES |
| 128 | ROOFING APPLICATION STANDARD (RAS) No. 150 PRESCRIPTIVE BUR REQUIREMENTS |
| 129 | TABLE 1 (3) |
| 133 | TABLE 2 MECHANICALLY FASTENED INSULATION FOR BUILDINGS 40 FEET OR LESS IN HEIGHT |
| 136 | TESTING APPLICATION STANDARD (TAS) No. 100-95 TEST PROCEDURE FOR WIND AND WIND DRIVEN RAIN RESISTANCE OF DISCONTINUOUS ROOF SYSTEMS |
| 137 | FIGURE 1 WIND DRIVEN RAIN TEST FRAME FIGURE 2 WIND DRIVEN RAIN WIND TUNNEL |
| 142 | TESTING APPLICATION STANDARD (TAS) No. 100(A)-95 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 |
| 146 | TABLE 1 WINDSPEED AND WATER SPRAY INTERVALS FOR WIND DRIVEN RAIN RESISTANCE TESTING |
| 147 | TABLE 2 WINDSPEED INTERVALS FOR INCREASED WIND RESISTANCE TESTING OF STATIC VENTS, TURBINES1 OR POWERED VENTS |
| 148 | TABLE 3 INCREASED WINDSPEED VS. INSTALLATION HEIGHT |
| 150 | FIGURE 1A WIND DRIVEN RAIN TEST FRAME, FRONT VIEW FIGURE 1B WIND DRIVEN RAIN TEST FRAME, SIDE VIEW |
| 151 | FIGURE 2 WIND DRIVEN RAIN WIND TUNNEL |
| 152 | TESTING APPLICATION STANDARD (TAS) No. 101-95 TEST PROCEDURE FOR STATIC UPLIFT RESISTANCE OF MORTAR OR ADHESIVE SET TILE SYSTEMS |
| 160 | FIGURE 1 STATIC UPLIFT APPARATUS |
| 162 | TESTING APPLICATION STANDARD (TAS) No. 102-95 TEST PROCEDURE FOR STATIC UPLIFT RESISTANCE OF MECHANICALLY ATTACHED, RIGID ROOF SYSTEMS |
| 170 | FIGURE 1 STATIC UPLIFT TEST APPARATUS |
| 172 | TESTING APPLICATION STANDARD (TAS) No. 102(A)-95 TEST PROCEDURE FOR STATIC UPLIFT RESISTANCE OF MECHANICALLY ATTACHED, CLIPPED, RIGID, ROOF SYSTEMS |
| 180 | FIGURE 1 STATIC UPLIFT TEST APPARATUS |
| 182 | TESTING APPLICATION STANDARD (TAS) No. 103-95 TEST PROCEDURE FOR SELF-ADHERED UNDERLAYMENTS FOR USE IN DISCONTINUOUS ROOF SYSTEMS |
| 185 | TABLE 1 MINIMUM BREAKING STRENGTH VALUES |
| 186 | TABLE 2 MINIMUM ELONGATION VALUES (%) |
| 191 | FIGURE 1 |
| 192 | TESTING APPLICATION STANDARD (TAS) No. 104-95 TEST PROCEDURE FOR NAIL-ON UNDERLAYMENT FOR USE IN DISCONTINUOUS ROOF SYSTEMS |
| 194 | TABLE 1 MINIMUM BREAKING STRENGTH VALUES (%) |
| 195 | TABLE 2 MINIMUM ELONGATION VALUES (%) |
| 199 | FIGURE 1 FIGURE 2 |
| 200 | TESTING APPLICATION STANDARD (TAS) No. 105-11 TEST PROCEDURE FOR FIELD WITHDRAWAL RESISTANCE TESTING |
| 202 | TABLE 1 VALUES FOR T-ESTIMATOR AT 95% PROBABILITY |
| 204 | TESTING APPLICATION STANDARD (TAS) 105-98 APPENDIX A FIELD WITHDRAWAL RESISTANCE TEST RESULTS REPORT |
| 207 | FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET |
| 210 | 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 |
| 212 | TESTING APPLICATION STANDARD (TAS) No. 107-95 TEST PROCEDURE FOR WIND RESISTANCE TESTING OF NON-RIGID, DISCONTINUOUS ROOF SYSTEM ASSEMBLIES |
| 216 | TESTING APPLICATION STANDARD (TAS) No. 108-95 TEST PROCEDURE FOR WIND TUNNEL TESTING OF AIR PERMEABLE, RIGID, DISCONTINUOUS ROOF SYSTEMS |
| 223 | FIGURE 1 WIND TUNNEL TEST APPARATUS |
| 224 | FIGURE 2 WIND TUNNEL TEST APPARATUS (SIDE VIEW) |
| 226 | TESTING APPLICATION STANDARD (TAS) No. 110-2000 TESTING REQUIREMENTS FOR PHYSICAL PROPERTIES OF ROOF MEMBRANES, INSULATION, COATINGS AND OTHER ROOFING COMPONENTS TABLE 2(A) |
| 227 | TABLE 2(B) TABLE 3 TABLE 4 |
| 228 | TABLE 5 TABLE 6 TABLE 7 |
| 229 | TABLE 8 TABLE 9 |
| 230 | TABLE 10 TABLE 11(A) |
| 231 | TABLE 11(B) |
| 232 | TABLE 14 TABLE 15 |
| 233 | TABLE 17 |
| 236 | TESTING APPLICATION STANDARD (TAS) No. 111(A)-95 TEST PROCEDURE FOR ROOF EDGE TERMINATION PERFORMANCE |
| 238 | FIGURE 1 MEMBRANE TERMINATION PERFORMANCE TEST CONFIGURATION OPTION FIGURE 2 MEMBRANE TERMINATION PERFORMANCE TEST CONFIGURATION OPTION |
| 240 | TESTING APPLICATION STANDARD (TAS) No. 111(B)-95 TEST PROCEDURE FOR EDGE METAL PULL-OFF PERFORMANCE |
| 243 | FIGURE 1 VIEW OF OUTWARD LOADING OF EDGE METAL VERTICAL FLANGE (UPWARD LOADING OF HORIZONTAL FLANGE ALSO REQUIRED) |
| 244 | TESTING APPLICATION STANDARD (TAS) No. 111(C)-95 TEST PROCEDURE FOR COPING CAP PULL-OFF PERFORMANCE |
| 247 | 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) |
| 248 | TESTING APPLICATION STANDARD (TAS) No. 112-95 STANDARD REQUIREMENTS FOR CONCRETE ROOF TILES |
| 253 | TABLE 1 TRANSVERSE BREAKING STRENGTH, MINIMUM LBF (N) TABLE 2 TILE RATINGS AND MAXIMUM WATER ABSORPTION |
| 254 | TABLE 3 NUMBER OF TILES TO BE RE-TESTED TABLE 4 RETEST CRITERIA (FAILURE RATE REQUIRED) |
| 256 | FIGURE 1 TRANSVERSE STRENGTH TEST APPARATUS FIGURE 2 PERMEABILITY TEST APPARATUS |
| 258 | TESTING APPLICATION STANDARD (TAS) No. 112-95 APPENDIX A CLARIFICATION OF TESTING FREQUENCY AND SAMPLING METHOD |
| 260 | TESTING APPLICATION STANDARD (TAS) No. 114-11 TEST PROCEDURES FOR ROOFING ASSEMBLIES IN THE HIGH-VELOCITY HURRICANE ZONE JURISDICTION TABLE OF CONTENTS |
| 262 | 1. SCOPE 2. REFERENCED DOCUMENTS |
| 263 | 3. TERMINOLOGY & UNITS 4. SIGNIFICANCE OF USE |
| 264 | 5. GENERL INFORMATION |
| 265 | 6. APPLICABLE DOCUMENTS AND GLOSSARY |
| 267 | 7. GENERAL REQUIREMENTS 8. PERFORMANCE REQUIREMENTS AND TESTS |
| 274 | TESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX A TEST PROCEDURE FOR ABOVE DECK COMBUSTIBILITY ASTM E108 |
| 276 | TESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX B TEST PROCEDURE FOR SIMULATED DYNAMIC UPLIFT PRESSURE RESISTANCE OF MECHANICALLY ATTACHED ROOFING ASSEMBLIES |
| 277 | TABLE B1 DYNAMIC PRESSURE GUST INTERVALS |
| 279 | FIGURE B1 DYNAMIC UPLIFT TEST APPARATUS |
| 280 | TESTING APPLICATION STANDARD (TAS) 114-95 APPENDIX C TEST PROCEDURE FOR SIMULATED UPLIFT PRESSURE RESISTANCE OF ROOFING ASSEMBLIES |
| 281 | TABLE C1 UPLIFT PRESSURE INTERVALS |
| 283 | FIGURE C1 UPLIFT PRESSURE TEST APPARATUS FIGURE C2 UPLIFT PRESSURE TEST SPECIMEN MOUNTED IN TEST |
| 284 | TESTING APPLICATION STANDARD (TAS) 114-95 APPENDIX D TEST PROCEDURE FOR SIMULATED UPLIFT PRESSURE RESISTANCE OF ADHERED ROOFING ASSEMBLIES |
| 285 | APPARATUS TABLE D1 UPLIFT LOAD INTERVALS AND CORRESPONDING PRESSURES |
| 286 | TESTING APPLICATION STANDARD (TAS) 114-95 APPENDIX E TEST PROCEDURE FOR CORROSION RESISTANCE OF FASTENERS, BATTEN BARS AND STRESS DISTRIBUTION PLATES |
| 290 | TESTING APPLICATION STANDARD (TAS) 114-95 APPENDIX F TEST PROCEDURE FOR SUSCEPTIBILITY TO HAIL DAMAGE FOR ROOFING SYSTEMS |
| 292 | TESTING APPLICATION STANDARD (TAS) 114-95 APPENDIX G TEST PROCEDURE FOR SUSCEPTIBILITY TO LEAKAGE FOR ROOFING SYSTEMS |
| 294 | TESTING APPLICATION STANDARD (TAS) 114-95 APPENDIX H TEST PROCEDURES FOR SMALL SCALE QC AND PHYSICAL PROPERTIES OF APPROVED ROOFING SYSTEMS |
| 296 | TESTING APPLICATION STANDARD (TAS) 114-95 APPENDIX I TEST PROCEDURE FOR STATIC AND DYNAMIC PUNCTURE RESISTANCE OF ROOFING ASSEMBLIES |
| 301 | FIGURE I1 STATIC PUNCTURE TEST APPARATUS |
| 302 | FIGURE I2 DYNAMIC PUNCTURE TEST APPARATUS FIGURE I3 TYPICAL DYNAMIC PUNCTURE HEAD |
| 304 | TESTING APPLICATION STANDARD (TAS) 114-95 APPENDIX J TEST PROCEDURE FOR 12 FOOT BY 24 FOOT SIMULATED UPLIFT PRESSURE RESISTANCE OF ROOFING ASSEMBLIES |
| 306 | TABLE J1 12 FOOT BY 24 FOOT UPLIFT PRESSURE INTERVALS |
| 308 | TESTING APPLICATION STANDARD (TAS) 116-95 TEST PROCEDURE FOR AIR PERMEABILITY TESTING OF RIGID, DISCONTINUOUS ROOF SYSTEMS |
| 311 | TABLE 1 NUMBER OF COURSES AND NUMBER OF COMPONENTS PER COURSE |
| 313 | FIGURE 1 AIR PERMEABILITY TEST APPARATUS |
| 314 | TESTING APPLICATION STANDARD (TAS) 117(A)-95 TEST PROCEDURE FOR WITHDRAWAL RESISTANCE TESTING OF MECHANICAL FASTENERS USED IN ROOF SYSTEM ASSEMBLIES |
| 320 | 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 |
| 323 | FIGURE 1 HOLDING DEVICE CONFIGURATION FIGURE 2 HOLDING DEVICE CONFIGURATION FOR LAPPED TEST SPECIMENS |
| 324 | FIGURE 3 HOLDING DEVICE CONFIGURATION FOR ROOFING OR CAP NAIL TESTING (SEE NOTE IN SECTION 4.2 HEREIN) FIGURE 4 VIEW OF DYNAMIC PULL-THROUGH TESTING |
| 326 | TESTING APPLICATION STANDARD (TAS) 117(C)-95 TEST PROCEDURE FOR DYNAMIC PULL-OFF PERFORMANCE OF ROOFING FASTENER HEADS OR FASTENERS WITH BEARING PLATES |
| 328 | TABLE 1 FASTENER ASSEMBLY PULL-OFF VALUES VS. DROP HEIGHT |
| 329 | FIGURE 1 DIAGRAM OF DYNAMIC PULL-OFF TEST APPARATUS |
| 330 | FIGURE 2 DIAGRAM OF WIRE REINFORCED TEST STRAP FIGURE 3 PHOTOGRAPH OF TYPICAL WIRE REINFORCED TEST STRAP |
| 331 | FIGURE 4 PHOTOGRAPH OF DYNAMIC PULL-OFF TESTING FIGURE 5 PHOTOGRAPH OF DYNAMIC PULL-OFF TESTING |
| 332 | TESTING APPLICATION STANDARD (TAS) 121-95 STANDARD REQUIREMENTS FOR TESTING AND APPROVAL OF ROOFING ADHESIVES, MASTICS AND COATINGS |
| 334 | TESTING APPLICATION STANDARD (TAS) 123-95 STANDARD REQUIREMENTS FOR MORTAR USED IN MORTAR SET TILE SYSTEMS |
| 336 | TESTING APPLICATION STANDARD (TAS) 123-95 APPENDIX A STANDARD REQUIREMENTS OF TILE ADHESIVE USED TO REPAIR OR SUPPLEMENT TILE ATTACHMENT |
| 337 | TABLE 1 TILE ADHESIVE COMPOSITION REQUIREMENTS TABLE 2 TILE ADHESIVE ADHESION REQUIREMENTS TABLE 3 TILE ADHESIVE TENSILE/ELONGATION REQUIREMENTS |
| 338 | TABLE 4 SHORE ‘A’ HARDNESS REQUIREMENTS |
| 340 | TESTING APPLICATION STANDARD (TAS) 124-11 TEST PROCEDURE FOR FIELD UPLIFT RESISTANCE OF EXISTING MEMBRANE ROOF SYSTEMS AND IN SITU TESTING FOR REROOF AND NEW CONSTRUCTION APPLICATIONS |
| 342 | FIGURE 1 SCREW AND EYE-BOLT LOCATIONS FIGURE 2 ALTERNATE LOAD TRANSFER DEVICE |
| 344 | TABLE 1 NUMBER OF BELL CHAMBER OR BONDED PULL TESTS TO BE CONDUCTED PER ROOF AREA |
| 346 | TABLE 2 APPLIED LOAD INCREMENTS |
| 350 | TESTING APPLICATION STANDARD (TAS) 124-11 BELL CHAMBER TEST RESULTS |
| 354 | ROOF SYSTEM INFORMATION – DETAIL #1 |
| 355 | BUILDING INFORMATION – DETAIL #2 |
| 356 | ROOF SYSTEM INFORMATION – DETAIL #3 |
| 358 | TESTING APPLICATION STANDARD (TAS) 124-11 BONDED PULL TEST RESULTS |
| 362 | ROOF SYSTEM INFORMATION – DETAIL #1 |
| 363 | BUILDING INFORMATION – DETAIL #2 |
| 364 | ROOF SYSTEM INFORMATION – DETAIL #3 |
| 366 | TESTING APPLICATION STANDARD (TAS) 125-03 STANDARD REQUIREMENTS FOR METAL ROOFING SYSTEMS |
| 370 | FIGURE 8-1 ASSEMBLED UPLIFT TEST APPARATUS FOR UL 580 |
| 373 | TABLE T125-1 TEST PRESSURES |
| 387 | FIGURE 9-1 SCHEMATIC OF TEST APPARATUS FOR ASTM E1592 UPLIFT TESTING |
| 388 | 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 |
| 390 | TESTING APPLICATION STANDARD (TAS) 126-95 STANDARD PROCEDURES FOR ROOF MOISTURE SURVEYS |
| 400 | TESTING APPLICATION STANDARD (TAS) 131-95 STANDARD REQUIREMENTS FOR THERMOPLASTIC OLEFIN ELASTOMER BASED SHEET USED IN SINGLE-PLY ROOF MEMBRANE |
| 402 | TABLE 1 PHYSICAL REQUIREMENTS FOR TPO ELASTOMER SHEETS |
| 406 | TESTING APPLICATION STANDARD (TAS) 131-95 APPENDIX A TEST PROCEDURE FOR THICKNESS MEASUREMENT OF COATING OVER CLASS SR OLEFIN ELASTOMER BASED SHEET ROOFING |
| 408 | TESTING APPLICATION STANDARD (TAS) 132-95 STANDARD REQUIREMENTS FOR TESTING AND APPROVAL OF SEALANTS USED IN ROOFING |
| 409 | PHYSICAL PROPERTY REQUIREMENTS PERFORMANCE REQUIREMENTS |
| 412 | TESTING APPLICATION STANDARD (TAS) 135-95 STANDARD REQUIREMENTS FOR FIBERGLASS REINFORCED TILE, SHINGLES OR PANELS AND FIBER CEMENT SHINGLES, SHAKES OR PANELS |
| 414 | TABLE 1 PHYSICAL PROPERTY REQUIREMENTS FOR FIBERGLASS REINFORCED, COMPOSITE TILE, SHINGLES OR PANELS |
| 418 | TABLE 2 PHYSICAL PROPERTY REQUIREMENTS FOR FIBER CEMENT SHINGLES, SHAKES OR PANELS |
| 422 | TESTING APPLICATION STANDARD (TAS) 138-95 STANDARD REQUIREMENTS FOR ALUMINUM PIGMENTED EMULSIFIED ASPHALT USED AS A PROTECTIVE COATING FOR ROOFING |
| 426 | TESTING APPLICATION STANDARD (TAS) 139-95 STANDARD REQUIREMENTS FOR WHITE ROOF PATCH SPECIFICATION |
| 430 | TESTING APPLICATION STANDARD (TAS) 140-95 STANDARD REQUIREMENTS FOR NONFIBERED ROOF AND FOUNDATION COATINGS |
| 432 | TESTING APPLICATION STANDARD (TAS) 141-95 STANDARD REQUIREMENTS FOR COAL TAR (CUTBACK) ROOF COATING, BRUSHING CONSISTENCY |
| 436 | TESTING APPLICATION STANDARD (TAS) 142-95 STANDARD REQUIREMENTS FOR COAL TAR ROOF CEMENT, ASBESTOS FREE |
| 438 | TESTING APPLICATION STANDARD (TAS) 143-95 STANDARD REQUIREMENTS FOR WHITE ELASTOMERIC ROOF COATINGS USED FOR COATING BUILT UP ROOFS AND METAL ROOFING SYSTEMS |
| 444 | TESTING APPLICATION STANDARD (TAS) 201-94 IMPACT TEST PROCEDURES |
| 445 | FIGURE 1 THREE (3) BASIC STORM PANEL ATTACHMENTS FOR TESTING |
| 450 | TESTING APPLICATION STANDARD (TAS) 202-94 CRITERIA FOR TESTING IMPACT & NONIMPACT RESISTANT BUILDING ENVELOPE COMPONENTS USING UNIFORM STATIC AIR PRESSURE |
| 451 | FIGURE 1 THREE (3) BASIC STORM PANEL ATTACHMENTS FOR TESTING |
| 456 | TESTING APPLICATION STANDARD (TAS) 203-94 CRITERIA FOR TESTING PRODUCTS SUBJECT TO CYCLIC WIND PRESSURE LOADING |
| 457 | FIGURE 1 THREE (3) BASIC STORM PANELATTACHMENTS FOR TESTING |
| 462 | TESTING APPLICATION STANDARD (TAS) 301-94 TESTING LABORATORY |
| 466 | ICC EVALUATION SERVICE |
| 467 | GET IMMEDIATE DOWNLOADS OF THE STANDARDS YOU NEED |
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