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FL Test Protocols 2010

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Florida Test Protocols for High Velocity Hurricane Zones

Published By Publication Date Number of Pages
FL 2010 477
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1 FLORIDA BUILDING CODE 2010 TEST PROTOCOLS FOR HIGH-VELOCITY HURRICAN ZONES
2 FLORIDA BUILDING CODE 2010 TEST PROTOCOLS FOR HIGH-VELOCITY HURRICANE ZONES 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
FIGURE – DETAIL 1
15 FIGURE – DETAIL 2
FIGURE – DETAIL 3
16 FIGURE – DETAIL 4
FIGURE – DETAIL 5
17 FIGURE – DETAIL 6
FIGURE – DETAIL 7
18 FIGURE – DETAIL 8
FIGURE – DETAIL 9
19 FIGURE – DETAIL 10
FIGURE – 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
27 FIGURE STANDING SEAM
FIGURE DRIVE JOINT COMPONENT
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 ASPHALTIC SHINGLE INSTALLATION
38 FIGURE – DETAIL A
39 FIGURE – DETAIL B
40 FIGURE – 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 EQUATION GENERAL EQUATION
EQUATION PERIMETER AREA
TABLE 1 SQUARE FEET PER FASTENER FOR COMMON ANCHOR/BASE SHEET ATTACHMENT PATTERNS
EQUATION CORNER AREAS
46 EQUATION NET WIDTH OF SHEET
EQUATION NET LENGTH TO MAKE ONE SQUARE
EQUATION GENERAL EQUATION
47 EQUATION SIDE LAP ROW
EQUATION CENTER ROWS
EQUATION GENERAL EQUATION
EQUATION GENERAL EQUATION
EQUATION PERIMETER AREA
EQUATION CORNER AREA
48 TABLE 2 TYPICAL FASTENER VALUES FOR ARCHITECTURAL APPEARANCE APPLICATIONS
TABLE 3 TYPICAL ‘DYNAMIC PULL THROUGH VALUES’ FOR ARCHITECTURAL APPEARANCE APPLICATIONS
49 EQUATION GENERAL EQUATION
EQUATION FIELD AREA
EQUATION PERIMETER AREA
EQUATION CORNER AREAS
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
TABLE CONTRACTOR CHOICES FOR UNDERLAYMENT SYSTEMS
59 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 (PERFORMED METALS WITH EDGE RETURNS)
TABLE CONTRACTOR CHOICES FOR UNDERLAYMENT SYSTEMS
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
TABLE CONTRACTOR CHOICES AVAILABLE FOR UNDERLAYMENT SYSTEMS
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
FIGURE DETAIL 1
FIGURE DETAIL 2
101 FIGURE DETAIL 3
FIGURE DETAIL 4
FIGURE 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 FIGURE DETAIL A
FIGURE DETAIL B
114 FIGURE DETAIL C
FIGURE 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
125 EQUATION NUMBER OF SQUARE FEET PER FASTENER
126 EQUATION GENERAL EQUATION
EQUATION GENERAL EQUATION
EQUATION PERIMETER AREA
EQUATION CORNER AREA
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
138 EQUATION CONVERT FLOW METER READING TO RAINFALL SIMULATION
EQUATION VOLUME OF WATER CAPTURED CONVERT TO RAINFALL SIMULATION
140 FIGURE 1 WIND-DRIVEN RAIN TEST FRAME
141 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
144 EQUATION CONVERT FLOW METER READING TO RAINFALL SIMULATION
EQUATION VOLUME OF WATER CAPTURED COVERT TO RAINFALL SIMULATION
EQUATION RAIN SIMULATION ABSORBED INTO EACH SQUARE
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
156 TABLE TIME FRAME AND PEAK SURFACE TEMPERATURE
157 EQUATION DETERMINE AVERAGE WEIGHT
EQUATION DETERMINE RESTORING MOMENT DUE TO GRAVITY
158 EQUATION DETERMINE MEAN ULTIMATE LOAD
EQUATION MEAN ULTIMATE LOAD DETERMINE MINIMUM CHARACTERISTIC RESISTANCE LOAD
EQUATION DETERMINE MINIMUM CHARACTERISTIC RESISTANCE LOAD
EQUATION DETERMINE PERCENT DEVIATION FROM THE MEAN
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 [For Mechanically Attached, Rigid Roof Systems Accompaniedby a Clip, Refer to TAS 102(A)]
167 EQUATION DETERMINE AVERAGE WEIGHT
EQUATION DETERMINE RESTORING MOMENT DUE TO GRAVITY
168 EQUATION DETERMINE MEAN ULTIMATE LOAD
EQUATION DETERMINE PERCENT DEVIATION FROM THE MEAN
EQUATION DETERMINE THE MINIMUM CHARACTERISTIC RESISTANCE LOAD
EQUATION DETERMINE ATTACHMENT RESISTANCE
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 (For Methods of Mechanical Attachment Excluding Clips, Refer to TAS 102)
177 EQUATION DETERMINE AVERAGE WEIGHT
EQUATION DETERMINE RESTORING MOMENT DUE TO GRAVITY
178 EQUATION DETERMINE MEAN ULTIMATE LOAD
EQUATION DETERMINE PERCENT DEVIATION FROM MEAN
EQUATION DETERMINE MINIMUM CHARACTERISTIC RESISTANCE LOAD
EQUATION DETERMINE THE ATTACHMENT RESISTANCE EXPRESSED AS A MOMENT
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 (%)
192 TESTING APPLICATION STANDARD (TAS) No. 104-95 TEST PROCEDURE FOR NAIL-ON UNDERLAYMENT FOR USE IN DISCONTINUOUS ROOF SYSTEMS
195 TABLE 1 MINIMUM BREAKING STRENGTH VALUES (%)
TABLE 2 MINIMUM ELONGATION VALUES (%)
200 TESTING APPLICATION STANDARD (TAS) No. 105-11 TEST PROCEDURE FOR FIELD WITHDRAWAL RESISTANCE TESTING
201 EQUATION DETERMINE THE MEAN FAILURE LOAD
EQUATION DETERMINE MINIMUM CHARACTERISTIC RESISTANCE FORCE
202 TABLE 1 VALUES FOR T-ESTIMATOR AT 95% PROBABILITY
204 APPENDIX A FIELD WITHDRAWAL RESISTANCE TEST RESULTS REPORT
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 (Modified from ASTM D 3161)
216 TESTING APPLICATION STANDARD (TAS) No. 108-95 TEST PROCEDURE FOR WIND TUNNEL TESTING OF AIR PERMEABLE, RIGID, DISCONTINUOUS ROOF SYSTEMS
220 EQUATION DETERMINE VELOCITY PRESSURE
EQUATION DETERMINE COEFFICIENT OF PRESSURE
EQUATION DETERMINE COEFFICIENT OF LIFT
221 EQUATION DETERMINE COEFFICIENT OF MOMENT
EQUATION DETERMINE ADJUSTED COEFFICIENT OF MOMENT
EQUATION DETERMINE AERODYNAMIC MULTIPLIER
222 EQUATION DETERMINE THE AERODYNAMIC MULTIPLIER
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 ROOFING COMPONENTS WITHIN ASPHALT BUILT-UP COMPLIANCE
227 TABLE ROOFING COMPONENTS WITHIN COAL-TAR PITCH BUILT-UP ROOF ASSEMBLIES COMPLIANCE
TABLE LIQUID APPLIED NEOPRENE AND CHLORINATED POLYETHYLENE MEMBRANE COMPLIANCE
228 TABLE SPRAY-APPLIED POLYURETHANE FOAM COMPLIANCE
TABLE ROOF COATINGS COMPLIANCE
TABLE ROOF AND SHEATHING INSULATION PRODUCTS USED IN APPROVED ROOF ASSEMBLIES
229 TABLE ROOF AND SHEATHING INSULATION PRODUCTS USED IN APPROVED ROOF ASSEMBLIES-CONTINUED
TABLE FIBER CEMENT, DISCOUNTINUOUS ROOF ASSEMBLIES SHALL BE INSTALLED IN COMPLIANCE
TABLE ALL NON-RIGID, DISCONTINUOUS ROOF ASSEMBLIES, AND ROOFING COMPONENTS SHALL BE TESTED IN COMPLIANCE
230 TABLE ALL RIGID, DISCONTINUOUS ROOF ASSEMBLIES, AND THE ROOFING COMPONENTS SHALL BE TESTED IN COMPLIANCE
TABLE METAL STRESS PLATES SHALL BE TESTED IN COMPLIANCE
231 TABLE ALL STRUCTURAL AND NONSTRUCTURAL METAL PANEL ROOF ASSEMBLIES AND COMPONENTS SHALL BE TEST IN COMPLIANCE
232 TABLE NON-RIGID TILES/SHAKES/SLATE/SHINGLES PRODUCTS (PLASTIC)
234 TESTING APPLICATION STANDARD (TAS) No. 111(A)-95 TEST PROCEDURE FOR ROOF EDGE TERMINATION PERFORMANCE
236 FIGURE 1 MEMBRANE TERMINATION PERFORMANCE TEST CONFIGURATION OPTION
FIGURE 2 MEMBRANE TERMINATION PERFORMANCE TEST CONFIGURATION OPTION
238 TESTING APPLICATION STANDARD (TAS) No. 111(B)-95 TEST PROCEDURE FOR EDGE METAL PULL-OFF PERFORMANCE
241 FIGURE 1 VIEW OF OUTWARD LOADING OF EDGE METAL VERTICAL FLANGE (UPWARD LOADING OF HORIZONTAL FLANGE ALSO REQUIRED)
242 TESTING APPLICATION STANDARD (TAS) No. 111(C)-95 TEST PROCEDURE FOR COPING CAP PULL-OFF PERFORMANCE
245 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)
246 TESTING APPLICATION STANDARD (TAS) No. 112-95 STANDARD REQUIREMENTS FOR CONCRETE ROOF TILES
251 TABLE 1 TRANSVERSE BREAKING STRENGTH, MINIMUM LBF (N)
TABLE 2 TILE RATINGS AND MAXIMUM WATER ABSORPTION
252 TABLE 3 NUMBER OF TILES TO BE RE-TESTED
TABLE 4 RETEST CRITERIA (FAILURE RATE REQUIRED)
EQUATION WATER ABSORPTION FORMULA
254 FIGURE 1 TRANSVERSE STRENGTH TEST APPARATUS
FIGURE 2 PERMEABILITY TEST APPARATUS
256 APPENDIX A CLARIFICATION OF TESTING FREQUENCY AND SAMPLING METHOD
258 TESTING APPLICATION STANDARD (TAS) No. 114-11 TEST PROCEDURES FOR ROOF SYSTEM ASSEMBLIES IN THE HIGH-VELOCITY HURRICANE ZONE JURISDICTION
TABLE OF CONTENTS
260 SECTION 1 SCOPE
SECTION 2 REFERENCED DOCUMENTS
261 SECTION 3 TERMINOLOGY & UNITS
262 SECTION 4 SIGNIFICANCE OF USE
SECTION 5 GENERAL INFORMATION
263 SECTION 6 APPLICABLE DOCUMENTS AND GLOSSARY
265 SECTION 7 GENERAL REQUIREMENTS
SECTION 8 PERFORMANCE REQUIREMENTS AND TESTS
271 SECTION 9 MANUFACTURING AND FIELD INSTALLATION REQUIREMENTS
274 APPENDIX A TEST PROCEDURE FOR ABOVE DECK COMBUSTIBILITY ASTM E 108
276 APPENDIX B TEST PROCEDURE FOR SIMULATED DYNAMIC UPLIFT PRESSURE RESISTANCE OF MECHANICALLY ATTACHED ROOF SYSTEM ASSEMBLIES
277 TABLE B1 DYNAMIC PRESSURE GUST INTERVALS
279 FIGURE B1 DYNAMIC UPLIFT TEST APPARATUS
280 APPENDIX C TEST PROCEDURE FOR SIMULATED UPLIFT PRESSURE RESISTANCE OF ROOF SYSTEM ASSEMBLIES
281 TABLE C1 UPLIFT PRESSURE INTERVALS
283 FIGURE C1 UPLIFT PRESSURE TEST APPARATUS
FIGURE C2 UPLIFT PRESSURE TEST SPECIMEN MOUNTED IN TEST
284 APPENDIX D TEST PROCEDURE FOR SIMULATED UPLIFT PRESSURE RESISTANCE OF ADHERED ROOF SYSTEM ASSEMBLIES
285 APPARATUS TABLE D1 UPLIFT LOAD INTERVALS AND CORRESPONDING PRESSURES
288 APPENDIX E TEST PROCEDURE FOR CORROSION RESISTANCE OF FASTENERS, BATTEN BARS AND STRESS DISTRIBUTION PLATES
292 APPENDIX F TEST PROCEDURE FOR SUSCEPTIBILITY TO HAIL DAMAGE FOR ROOF SYSTEM ASSEMBLIES
294 APPENDIX G TEST PROCEDURE FOR SUSCEPTIBILITY TO LEAKAGE FOR ROOF SYSTEM ASSEMBLIES
296 APPENDIX H TEST PROCEDURES FOR SMALL SCALE QC AND PHYSICAL PROPERTIES OF APPROVED ROOF SYSTEM ASSEMBLIES
298 APPENDIX I TEST PROCEDURE FOR STATIC AND DYNAMIC PUNCTURE RESISTANCE OF ROOF SYSTEM ASSEMBLIES
303 FIGURE I1 STATIC PUNCTURE TEST APPARATUS
304 FIGURE I2 DYNAMIC PUNCTURE TEST APPARATUS
FIGURE I3 TYPICAL DYNAMIC PUNCTURE HEAD
306 APPENDIX J TEST PROCEDURE FOR 12 FOOT BY 24 FOOT SIMULATED UPLIFT PRESSURE RESISTANCE OF ROOF SYSTEM ASSEMBLIES
308 TABLE J1 12 FOOT BY 24 FOOT UPLIFT PRESSURE INTERVALS
310 APPENDIX K TEST PROCEDURES FOR F.I.T. CLASSIFICATION OF MODIFIED BITUMEN ROOF SYSTEM ASSEMBLIES
TABLE K1 CLASSIFICATION F (FATIGUE) PERFORMANCE INDICES
312 TABLE K2 SUBCLASSIFICATION L (STATIC PUNCTURE) PERFORMANCE INDICES
TABLE K3 SUBCLASSIFICATION D (DYNAMIC PUNCTURE) PERFORMANCE INDICES
TABLE K4 CLASSIFICATION I (INDENTATION) PERFORMANCE INDICES
TABLE K5 CLASSIFICATION T (TEMPERATURE STABILITY) PERFORMANCE INDICES
313 FIGURE K1 SCHEMATIC OF STEEL PLATE FOR TEMPERATURE STABILITY TEST
314 TABLE K6
316 TESTING APPLICATION STANDARD (TAS) 116-95 TEST PROCEDURE FOR AIR PERMEABILITY TESTING OF RIGID, DISCONTINUOUS ROOF SYSTEMS
319 TABLE 1 NUMBER OF COURSES AND NUMBER OF COMPONENTS PER COURSE
EQUATION DETERMINE AVERAGE WEIGHT OF RIGID COMPONENTS
EQUATION DETERMINE THE RESTORING MOMENT DUE TO GRAVITY
EQUATION DETERMINE UPWARD PRESSURE REQUIRED TO INDUCE RESTORING MOMENT DUE TO GRAVITY
320 EQUATION DETERMINE EFFECTIVE AREA
EQUATION DETERMINE AIR PERMEABILITY
321 FIGURE 1 AIR PERMEABILITY TEST APPARATUS
322 TESTING APPLICATION STANDARD (TAS) 117(A)-95 TEST PROCEDURE FOR WITHDRAWAL RESISTANCE TESTING OF MECHANICAL FASTENERS USED IN ROOF SYSTEM ASSEMBLIES
325 EQUATION CALCULATE MEAN AND STANDARD DEVIATION
EQUATION DETERMINE PERCENT DEVIATION FROM THE MEAN
328 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
330 EQUATION CALCULATE MEAN AND STANDARD DEVIATION
EQUATION DETERMINE PERCENT DEVIATION FROM THE MEAN
331 FIGURE 1 HOLDING DEVICE CONFIGURATION
FIGURE 2 HOLDING DEVICE CONFIGURATION FOR LAPPED TEST SPECIMENS
332 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
334 TESTING APPLICATION STANDARD (TAS) 117(C)-95 TEST PROCEDURE FOR DYNAMIC PULL-OFF PERFORMANCE OF ROOFING FASTENER HEADS OR FASTENERS WITH BEARING PLATES
336 TABLE 1 FASTENER ASSEMBLY PULL-OFF VALUES VS. DROP HEIGHT
EQUATION CALCULATE MEAN AND STANDARD DEVIATION
EQUATION DETERMINE PERCENT DEVIATION FROM THE MEAN
337 FIGURE 1 DIAGRAM OF DYNAMIC PULL-OFF TEST APPARATUS
338 FIGURE 2 DIAGRAM OF WIRE REINFORCED TEST STRAP
FIGURE 3 PHOTOGRAPH OF TYPICAL WIRE REINFORCED TEST STRAP
339 FIGURE 4 PHOTOGRAPH OF DYNAMIC PULL-OFF TESTING
FIGURE 5 PHOTOGRAPH OF DYNAMIC PULL-OFF TESTING
340 TESTING APPLICATION STANDARD (TAS) 121-95 STANDARD REQUIREMENTS FOR TESTING AND APPROVAL OF ROOFING ADHESIVES, MASTICS AND COATINGS
342 TESTING APPLICATION STANDARD (TAS) 123-95 STANDARD REQUIREMENTS FOR MORTAR USED IN MORTAR SET TILE SYSTEMS
343 TABLE MINIMUM CHARACTERISTIC RESISTANCE LOADS
344 APPENDIX A STANDARD REQUIREMENTS OF TILE ADHESIVE USED TO REPAIR OR SUPPLEMENT TILE ATTACHMENT
345 TABLE 1 TILE ADHESIVE COMPOSITION REQUIREMENTS
TABLE 2 TILE ADHESIVE ADHESION REQUIREMENTS
TABLE 3 TILE ADHESIVE TENSILE/ELONGATION REQUIREMENTS
346 TABLE 4 SHORE ‘A’ HARDNESS REQUIREMENTS
348 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
350 FIGURE 1 SCREW AND EYE-BOLT LOCATIONS
351 FIGURE 2 ALTERNATE LOAD TRANSFER DEVICE
352 TABLE 1 NUMBER OF BELL CHAMBER OR BONDED PULL TESTS TO BE CONDUCTED PER ROOF AREA
354 EQUATION DETERMINE REQUIRED UPLOAD FORCE
TABLE 2 APPLIED LOAD INCREMENTS
358 BELL CHAMBER TEST RESULTS
362 FIGURE ROOF SYSTEM INFORMATION – DETAIL #1
363 FIGURE BUILDING INFORMATION – DETAIL #2
364 FIGURE ROOF SYSTEM INFORMATION – DETAIL #3
366 BONDED PULL TEST RESULTS
370 FIGURE ROOF SYSTEM INFORMATION – DETAIL #1
371 FIGURE BUILDING INFORMATION – DETAIL #2
372 FIGURE ROOF SYSTEM INFORMATION – DETAIL #3
374 TESTING APPLICATION STANDARD (TAS) 125-03 STANDARD REQUIREMENTS FOR METAL ROOFING SYSTEMS
378 FIGURE 8-1 ASSEMBLED UPLIFT TEST APPARATUS FOR UL 580
381 TABLE T125-1 TEST PRESSURES
395 FIGURE 9-1 SCHEMATIC OF TEST APPARATUS FOR ASTM E 1592 UPLIFT TESTING
396 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
398 TESTING APPLICATION STANDARD (TAS) 126-95 STANDARD PROCEDURES FOR ROOF MOISTURE SURVEYS
405 EQUATION VERIFY END POINTS FOR OVERLAY PROCESS, THE MEAN AND STANDARD DEVIATION
408 TESTING APPLICATION STANDARD (TAS) 131-95 STANDARD REQUIREMENTS FOR THERMOPLASTIC OLEFIN ELASTOMER BASED SHEET USED IN SINGLE-PLY ROOF MEMBRANE
410 TABLE 1 PHYSICAL REQUIREMENTS FOR TPO ELASTOMER SHEETS
414 APPENDIX A TEST PROCEDURE FOR THICKNESS MEASUREMENT OF COATING OVER CLASS SR OLEFIN ELASTOMER BASED SHEET ROOFING
416 TESTING APPLICATION STANDARD (TAS) 132-95 STANDARD REQUIREMENTS FOR TESTING AND APPROVAL OF SEALANTS USED IN ROOFING
417 TABLE PHYSICAL PROPERTY REQUIREMENTS
TABLE PERFORMANCE REQUIREMENTS
420 TESTING APPLICATION STANDARD (TAS) 135-95 STANDARD REQUIREMENTS FOR FIBERGLASS REINFORCED TILE, SHINGLES OR PANELS AND FIBER CEMENT SHINGLES, SHAKES OR PANELS
422 TABLE 1 PHYSICAL PROPERTY REQUIREMENTS FOR FIBERGLASS REINFORCED, COMPOSITE TILE, SHINGLES OR PANELS
424 EQUATION CALCULATE GLASS CONTENT
425 EQUATION CALCULATE THE E GLASS CONTENT
426 TABLE 2 PHYSICAL PROPERTY REQUIREMENTS FOR FIBER CEMENT SHINGLES, SHAKES OR PANELS
430 TESTING APPLICATION STANDARD (TAS) 138-95 STANDARD REQUIREMENTS FOR ALUMINUM PIGMENTED EMULSIFIED ASPHALT USED AS A PROTECTIVE COATING FOR ROOFING
431 TABLE ALUMINUM PIGMENTED EMULSIFIED ASPHALT COMPOSITION REQUIREMENTS
TABLE ALUMINUM PIGMENTED EMULSIFIED ASPHALT PHYSICAL PROPERTY REQUIREMENTS
433 TABLE APPARATUS CYCLE
436 TESTING APPLICATION STANDARD (TAS) 139-95 STANDARD REQUIREMENTS FOR WHITE ROOF PATCH SPECIFICATION
437 TABLE WATER-BASED ELASTOMERIC WHITE ROOF PATCH COMPOSITION REQUIREMENTS
TABLE WATER-BASED ELASTOMERIC WHITE ROOF PATCH PHYSICAL PROPERTY REQUIREMENTS
438 EQUATION CALCULATE PERCENT ELONGATION
440 TESTING APPLICATION STANDARD (TAS) 140-95 STANDARD REQUIREMENTS FOR NONFIBERED ROOF AND FOUNDATION COATINGS
441 TABLE NON-FIBER ROOF COATING PRODUCT COMPOSITION REQUIREMENTS
TABLE NON-FIBERED ROOF COATING PRODUCT PHYSICAL PROPERTY REQUIREMENTS
442 TESTING APPLICATION STANDARD (TAS) 141-95 STANDARD REQUIREMENTS FOR COAL TAR (CUTBACK) ROOF COATING, BRUSHING CONSISTENCY
443 TABLE COAL TAR BASE ROOF COATING PRODUCT COMPOSITION REQUIREMENTS
TABLE COAL TAR BASED ROOF COATING PRODUCT PHYSICAL PROPERTY REQUIREMENTS
446 TESTING APPLICATION STANDARD (TAS) 142-95 STANDARD REQUIREMENTS FOR COAL TAR ROOF CEMENT, ASBESTOS FREE
TABLE COAL TAR ROOF CEMENT PRODUCT COMPOSITION REQUIREMENTS
447 TABLE COAL TAR ROOF CEMENT PRODUCT PHYSICAL PROPERTY REQUIREMENTS
448 TESTING APPLICATION STANDARD (TAS) 143-95 STANDARD REQUIREMENTS FOR WHITE ELASTOMERIC ROOF COATINGS USED FOR COATING BUILT UP ROOFS AND METAL ROOFING SYSTEMS
449 TABLE WHITE ELASTOMERIC ROOF COATING LIQUID FORM PRODUCT PHYSICAL PROPERTY REQUIREMENTS
450 TABLE WHITE ELASTOMERIC ROOF COATING MEMBRANE FORM PRODUCT PHYSICAL PROPERTY REQUIREMENTS
EQUATION CALCULATE PERCENT ELONGATION
452 EQUATION WATER VAPOR TRANSMISSION
454 TESTING APPLICATION STANDARD (TAS) 201-94 IMPACT TEST PROCEDURES
455 FIGURE 1 THREE (3) BASIC STORM PANEL ATTACHMENTS FOR TESTING
460 TESTING APPLICATION STANDARD (TAS) 202-94 CRITERIA FOR TESTING IMPACT & NONIMPACT RESISTANT BUILDING ENVELOPE COMPONENTS USING UNIFORM STATIC AIR PRESSURE
461 FIGURE 1 THREE (3) BASIC STORM PANEL ATTACHMENTS FOR TESTING
466 TESTING APPLICATION STANDARD (TAS) 203-94 CRITERIA FOR TESTING PRODUCTS SUBJECT TO CYCLIC WIND PRESSURE LOADING
467 FIGURE 1 THREE (3) BASIC STORM PANEL ATTACHMENTS FOR TESTING
472 TESTING APPLICATION STANDARD (TAS) 301-94 TESTING LABORATORY
476 ICC-ES ICC EVALUATION SERVICE
477 MORE TOOLS FOR YOUR IBC
FL Test Protocols 2010
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