{"id":73127,"date":"2024-10-17T16:29:34","date_gmt":"2024-10-17T16:29:34","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fl-test-protocols-2010\/"},"modified":"2024-10-24T19:09:11","modified_gmt":"2024-10-24T19:09:11","slug":"fl-test-protocols-2010","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fl\/fl-test-protocols-2010\/","title":{"rendered":"FL Test Protocols 2010"},"content":{"rendered":"

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nFLORIDA BUILDING CODE 2010 TEST PROTOCOLS FOR HIGH-VELOCITY HURRICAN ZONES <\/td>\n<\/tr>\n
2<\/td>\nFLORIDA BUILDING CODE 2010 TEST PROTOCOLS FOR HIGH-VELOCITY HURRICANE ZONES TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
6<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
8<\/td>\nROOFING APPLICATION STANDARD (RAS) No. 109 <\/td>\n<\/tr>\n
14<\/td>\nROOFING APPLICATION STANDARD (RAS) No. 109-A
FIGURE – DETAIL 1 <\/td>\n<\/tr>\n
15<\/td>\nFIGURE – DETAIL 2
FIGURE – DETAIL 3 <\/td>\n<\/tr>\n
16<\/td>\nFIGURE – DETAIL 4
FIGURE – DETAIL 5 <\/td>\n<\/tr>\n
17<\/td>\nFIGURE – DETAIL 6
FIGURE – DETAIL 7 <\/td>\n<\/tr>\n
18<\/td>\nFIGURE – DETAIL 8
FIGURE – DETAIL 9 <\/td>\n<\/tr>\n
19<\/td>\nFIGURE – DETAIL 10
FIGURE – DETAIL 11 <\/td>\n<\/tr>\n
20<\/td>\nROOFING 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 <\/td>\n<\/tr>\n
23<\/td>\nTABLE 2 HOOK STRIP\/CONTINUOUS CLEAT THICKNESS REQUIREMENTS FOR EDGE METAL AND COPINGS FACE DIMENSIONS <\/td>\n<\/tr>\n
24<\/td>\nFIGURE 1 DETAIL OF \u201cBUTT-JOINT\u201d\u009d METHOD FOR ADJACENT DRIP EDGE\/GRAVEL STOP SECTIONS <\/td>\n<\/tr>\n
25<\/td>\nFIGURE 2 EXAMPLE OF RAISED EDGE AT GRAVEL STOP PERIMETER FLASHING <\/td>\n<\/tr>\n
26<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
27<\/td>\nFIGURE STANDING SEAM
FIGURE DRIVE JOINT COMPONENT <\/td>\n<\/tr>\n
28<\/td>\nFIGURE 5 EXAMPLE OF REGLET MOUNTED COUNTER-FLASHING <\/td>\n<\/tr>\n
29<\/td>\nFIGURE 6 EXAMPLE OF STUCCO COUNTER-FLASHING <\/td>\n<\/tr>\n
30<\/td>\nFIGURE 7 TYPICAL SILL FLASHING CONFIGURATIONS <\/td>\n<\/tr>\n
31<\/td>\nFIGURE 8 METAL BASE FLASHING CONNECTION WITH VERTICAL WALL <\/td>\n<\/tr>\n
32<\/td>\nFIGURE 9 EXAMPLE OF ADHERED MEMBRANE ROOF SYSTEM ASSEMBLY TERMINATION <\/td>\n<\/tr>\n
34<\/td>\nROOFING APPLICATION STANDARD (RAS) No. 113 STANDARD REQUIREMENTS FOR JOB SITE MIXING OF ROOF TILE MORTAR <\/td>\n<\/tr>\n
36<\/td>\nROOFING APPLICATION STANDARD (RAS) No. 115 STANDARD PROCEDURES FOR ASPHALTIC SHINGLE INSTALLATION <\/td>\n<\/tr>\n
38<\/td>\nFIGURE – DETAIL A <\/td>\n<\/tr>\n
39<\/td>\nFIGURE – DETAIL B <\/td>\n<\/tr>\n
40<\/td>\nFIGURE – DETAIL C <\/td>\n<\/tr>\n
42<\/td>\nROOFING 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 <\/td>\n<\/tr>\n
43<\/td>\nFIGURE 5 USE OF STEEL SHEET TO ENSURE SUPPORT OF INSULATION PANEL GAGES <\/td>\n<\/tr>\n
45<\/td>\nEQUATION GENERAL EQUATION
EQUATION PERIMETER AREA
TABLE 1 SQUARE FEET PER FASTENER FOR COMMON ANCHOR\/BASE SHEET ATTACHMENT PATTERNS
EQUATION CORNER AREAS <\/td>\n<\/tr>\n
46<\/td>\nEQUATION NET WIDTH OF SHEET
EQUATION NET LENGTH TO MAKE ONE SQUARE
EQUATION GENERAL EQUATION <\/td>\n<\/tr>\n
47<\/td>\nEQUATION SIDE LAP ROW
EQUATION CENTER ROWS
EQUATION GENERAL EQUATION
EQUATION GENERAL EQUATION
EQUATION PERIMETER AREA
EQUATION CORNER AREA <\/td>\n<\/tr>\n
48<\/td>\nTABLE 2 TYPICAL FASTENER VALUES FOR ARCHITECTURAL APPEARANCE APPLICATIONS
TABLE 3 TYPICAL ‘DYNAMIC PULL THROUGH VALUES’ FOR ARCHITECTURAL APPEARANCE APPLICATIONS <\/td>\n<\/tr>\n
49<\/td>\nEQUATION GENERAL EQUATION
EQUATION FIELD AREA
EQUATION PERIMETER AREA
EQUATION CORNER AREAS <\/td>\n<\/tr>\n
51<\/td>\nFIGURE 1 FASTENER PLACEMENT FOR 2 FOOT BY 4 FOOT BOARDS <\/td>\n<\/tr>\n
52<\/td>\nFIGURE 2 FASTENER PLACEMENT FOR 4 FOOT BY 4 FOOT BOARDS <\/td>\n<\/tr>\n
53<\/td>\nFIGURE 3 FASTENER PLACEMENT FOR 4 FOOT BY 4 FOOT BOARDS <\/td>\n<\/tr>\n
54<\/td>\nFIGURE 4 FASTENER PLACEMENT FOR 4 FOOT BY 8 FOOT BOARDS <\/td>\n<\/tr>\n
56<\/td>\nROOFING APPLICATION STANDARD (RAS) No. 118 INSTALLATION OF MECHANICALLY FASTENED ROOF TILE SYSTEMS DIRECT DECK & COUNTER BATTENS ONLY
TABLE CONTRACTOR CHOICES FOR UNDERLAYMENT SYSTEMS <\/td>\n<\/tr>\n
59<\/td>\nDRAWING 1 TYPICAL 30\/90 HOT MOP <\/td>\n<\/tr>\n
61<\/td>\nDRAWING 2 DRIP EDGE INSTALLATION <\/td>\n<\/tr>\n
62<\/td>\nDRAWING 3 TYPICAL VALLEY INSTALLATION
DRAWING 4 VALLEY METAL STRIPPED IN <\/td>\n<\/tr>\n
64<\/td>\nDRAWING 5 WALL FLASHING DETAIL
DRAWING 6 WALL FLASHING DETAIL (WALL FLASHING OVER CAP SHEET) <\/td>\n<\/tr>\n
65<\/td>\nDRAWING 7 WALL FLASHING DETAIL (WALL FLASHING OVER CAP SHEET)
DRAWING 8 LEAD STACK DETAIL (OVER THE CAP SHEET) <\/td>\n<\/tr>\n
66<\/td>\nDRAWING 9 LEAD STACK DETAIL (OVER THE BASE SHEET) <\/td>\n<\/tr>\n
67<\/td>\nDRAWING 10 EAVE TILE DETAIL (NAIL-ON EPDM EAVE ENCLOSURE) <\/td>\n<\/tr>\n
68<\/td>\nDRAWING 11 EAVE TILE DETAIL (NAIL-ON METAL ENCLOSURE)
DRAWING 12 EAVE TILE DETAIL (NAIL-ON ANTIPONDING METAL) <\/td>\n<\/tr>\n
69<\/td>\nDRAWING 13 RIDGE BLOCKING DETAIL <\/td>\n<\/tr>\n
72<\/td>\nROOFING 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 <\/td>\n<\/tr>\n
76<\/td>\nDRAWING 1 TYPICAL 30\/90 HOT MOP <\/td>\n<\/tr>\n
77<\/td>\nDRAWING 2 DRIP EDGE INSTALLATION <\/td>\n<\/tr>\n
78<\/td>\nDRAWING 3 PERFORMED CLOSED VALLEY (NAIL-ON SYSTEM) <\/td>\n<\/tr>\n
79<\/td>\nDRAWING 4 VALLEY METAL DETAIL(NAIL-ON SYSTEM)
DRAWING 5 NAIL-ON VALLEY SYSTEM VALLEY METAL OVER TILE <\/td>\n<\/tr>\n
80<\/td>\nDRAWING 6 WALL FLASHING DETAIL (NAIL-ON SYSTEM) <\/td>\n<\/tr>\n
81<\/td>\nDRAWING 7 PLUMBING STACKS (NAIL-ON SYSTEMS)
DRAWING 8 PLUMBING STACKS FLASHING (NAIL-ON SYSTEMS) <\/td>\n<\/tr>\n
82<\/td>\nDRAWING 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) <\/td>\n<\/tr>\n
84<\/td>\nDRAWING 12 HIP RIDGE TILE NAILING DETAIL <\/td>\n<\/tr>\n
86<\/td>\nROOFING APPLICATION STANDARD (RAS) No. 120 MORTAR AND ADHESIVE SET TILE APPLICATION
TABLE CONTRACTOR CHOICES AVAILABLE FOR UNDERLAYMENT SYSTEMS <\/td>\n<\/tr>\n
90<\/td>\nDRAWING 1 TYPICAL 30\/90 HOT MAP
DRAWING 2 DRIP EDGE INSTALLATION <\/td>\n<\/tr>\n
92<\/td>\nDRAWING 3 TYPICAL VALLEY INSTALLATION
DRAWING 4 VALLEY METAL STRIPPED IN <\/td>\n<\/tr>\n
94<\/td>\nDRAWING 5 WALL FLASHING DETAIL (COUNTER FLASHING WITH CAULKED BEAD)
DRAWING 6 WALL FLASHING DETAIL (STUCCO STOP DETAIL) <\/td>\n<\/tr>\n
95<\/td>\nDRAWING 7 WALL FLASHING DETAIL (WALL FLASHING OVER CAP SHEET)
DRAWING 8 LEAD STACK DETAIL
\n(OVER THE CAPSHEET)
DRAWING 9 LEAD STACK DETAIL
\n(OVER THE BASE SHEET) <\/td>\n<\/tr>\n
98<\/td>\nDRAWING 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 <\/td>\n<\/tr>\n
100<\/td>\nDRAWING 15 RIDGE BLOCKING DETAIL
FIGURE DETAIL 1
FIGURE DETAIL 2 <\/td>\n<\/tr>\n
101<\/td>\nFIGURE DETAIL 3
FIGURE DETAIL 4
FIGURE DETAIL 5 SHEET PLATE DETAIL <\/td>\n<\/tr>\n
102<\/td>\nROOFING 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 <\/td>\n<\/tr>\n
103<\/td>\nTABLE 1 \u2014 RISK CATEGORY II EXPOSURE CATEGORY \u201cC\u201d\u009d1 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 \u2014 RISK CATEGORY II EXPOSURE CATEGORY \u201cD\u201d\u009d1 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 <\/td>\n<\/tr>\n
104<\/td>\nTABLE 3 WHERE TO OBTAIN INFORMATION <\/td>\n<\/tr>\n
106<\/td>\nROOFING APPLICATION STANDARD (RAS) No. 128 STANDARD PROCEDURE FOR DETERMINING APPLICABLE WIND DESIGN PRESSURES FOR LOW SLOPE ROOF
TABLE 1 \u2014 RISK CATEGORY II EXPOSURE CATEGORY \u201cC\u201d\u009d1, 2 MINIMUM DESIGN WIND UPLIFT PRESSURES, IN PSF FOR FIELD [Pasd(1)], PERIMETER [Pasd(2)] AND CORNER [Pasd(3)] AREAS OF ROOFS FOR EXPOSURE \u201cC\u201d\u009d BUILDINGS <\/td>\n<\/tr>\n
107<\/td>\nTABLE 2 \u2014 RISK CATEGORY II EXPOSURE CATEGORY \u201cD\u201d\u009d1, 2 MINIMUM DESIGN WIND UPLIFT PRESSURES, IN PSF FOR FIELD [Pasd(1)], PERIMETER [Pasd(2)] AND CORNER [Pasd(3)] AREAS OF ROOFS FOR EXPOSURE \u201cD\u201d\u009d BUILDINGS <\/td>\n<\/tr>\n
108<\/td>\nROOFING 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 <\/td>\n<\/tr>\n
113<\/td>\nFIGURE DETAIL A
FIGURE DETAIL B <\/td>\n<\/tr>\n
114<\/td>\nFIGURE DETAIL C
FIGURE DETAIL D <\/td>\n<\/tr>\n
116<\/td>\nROOFING APPLICATION STANDARD (RAS) No. 133 STANDARD PROCEDURE FOR INSTALLATION OF METAL ROOF SYSTEMS
FIGURE 1 EXAMPLE OF PANEL CLEAT <\/td>\n<\/tr>\n
117<\/td>\nFIGURE 2 TYPICAL EAVE TERMINATION DETAIL WITH CLOSURES TRIP <\/td>\n<\/tr>\n
118<\/td>\nFIGURE 3 TYPICAL PROFILES OF RAKE WALL FLASHINGS
FIGURE 4 TYPICAL RAKE PROFILES <\/td>\n<\/tr>\n
119<\/td>\nFIGURE 6 TYPICAL CURB FLASHING <\/td>\n<\/tr>\n
120<\/td>\nFIGURE 7A PENETRATION FLASHING
FIGURE 7B PENETRATION FLASHING
FIGURE 8 ELASTOMERIC FLASHING <\/td>\n<\/tr>\n
121<\/td>\nFIGURE 9 RECOMMENDED STANDING SEAM VALLEY <\/td>\n<\/tr>\n
122<\/td>\nFIGURE 10 RIBBED PANEL VALLEY
FIGURE 11 SEALED LOW SLOPE VALLEY LAP <\/td>\n<\/tr>\n
123<\/td>\nFIGURE 12 TRANSITION WITH KNEE BENDS
FIGURE 13 TRANSITION FLASHINGS AT HEADWALL CONDITION <\/td>\n<\/tr>\n
124<\/td>\nROOFING APPLICATION STANDARD (RAS) No. 137 STANDARD REQUIREMENTS FOR MECHANICAL ATTACHMENT OF SINGLE-PLY ROOF COVERINGS TO VARIOUS SUBSTRATES <\/td>\n<\/tr>\n
125<\/td>\nEQUATION NUMBER OF SQUARE FEET PER FASTENER <\/td>\n<\/tr>\n
126<\/td>\nEQUATION GENERAL EQUATION
EQUATION GENERAL EQUATION
EQUATION PERIMETER AREA
EQUATION CORNER AREA <\/td>\n<\/tr>\n
128<\/td>\nROOFING APPLICATION STANDARD (RAS) No. 150 PRESCRIPTIVE BUR REQUIREMENTS <\/td>\n<\/tr>\n
129<\/td>\nTABLE 1 (3) <\/td>\n<\/tr>\n
133<\/td>\nTABLE 2 MECHANICALLY FASTENED INSULATION FOR BUILDINGS 40 FEET OR LESS IN HEIGHT <\/td>\n<\/tr>\n
136<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 100-95 TEST PROCEDURE FOR WIND AND WIND DRIVEN RAIN RESISTANCE OF DISCONTINUOUS ROOF SYSTEMS <\/td>\n<\/tr>\n
138<\/td>\nEQUATION CONVERT FLOW METER READING TO RAINFALL SIMULATION
EQUATION VOLUME OF WATER CAPTURED CONVERT TO RAINFALL SIMULATION <\/td>\n<\/tr>\n
140<\/td>\nFIGURE 1 WIND-DRIVEN RAIN TEST FRAME <\/td>\n<\/tr>\n
141<\/td>\nFIGURE 2 WIND DRIVEN RAIN WIND TUNNEL <\/td>\n<\/tr>\n
142<\/td>\nTESTING 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 <\/td>\n<\/tr>\n
144<\/td>\nEQUATION CONVERT FLOW METER READING TO RAINFALL SIMULATION
EQUATION VOLUME OF WATER CAPTURED COVERT TO RAINFALL SIMULATION
EQUATION RAIN SIMULATION ABSORBED INTO EACH SQUARE <\/td>\n<\/tr>\n
146<\/td>\nTABLE 1 WINDSPEED AND WATER SPRAY INTERVALS FOR WIND DRIVEN RAIN RESISTANCE TESTING <\/td>\n<\/tr>\n
147<\/td>\nTABLE 2 WINDSPEED INTERVALS FOR INCREASED WIND RESISTANCE TESTING OF STATIC VENTS, TURBINES1 OR POWERED VENTS <\/td>\n<\/tr>\n
148<\/td>\nTABLE 3 INCREASED WINDSPEED VS. INSTALLATION HEIGHT <\/td>\n<\/tr>\n
150<\/td>\nFIGURE 1A WIND DRIVEN RAIN TEST FRAME, FRONT VIEW
FIGURE 1B WIND DRIVEN RAIN TEST FRAME, SIDE VIEW <\/td>\n<\/tr>\n
151<\/td>\nFIGURE 2 WIND DRIVEN RAIN WIND TUNNEL <\/td>\n<\/tr>\n
152<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 101-95 TEST PROCEDURE FOR STATIC UPLIFT RESISTANCE OF MORTAR OR ADHESIVE SET TILE SYSTEMS <\/td>\n<\/tr>\n
156<\/td>\nTABLE TIME FRAME AND PEAK SURFACE TEMPERATURE <\/td>\n<\/tr>\n
157<\/td>\nEQUATION DETERMINE AVERAGE WEIGHT
EQUATION DETERMINE RESTORING MOMENT DUE TO GRAVITY <\/td>\n<\/tr>\n
158<\/td>\nEQUATION 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 <\/td>\n<\/tr>\n
160<\/td>\nFIGURE 1 STATIC UPLIFT APPARATUS <\/td>\n<\/tr>\n
162<\/td>\nTESTING 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)] <\/td>\n<\/tr>\n
167<\/td>\nEQUATION DETERMINE AVERAGE WEIGHT
EQUATION DETERMINE RESTORING MOMENT DUE TO GRAVITY <\/td>\n<\/tr>\n
168<\/td>\nEQUATION DETERMINE MEAN ULTIMATE LOAD
EQUATION DETERMINE PERCENT DEVIATION FROM THE MEAN
EQUATION DETERMINE THE MINIMUM CHARACTERISTIC RESISTANCE LOAD
EQUATION DETERMINE ATTACHMENT RESISTANCE <\/td>\n<\/tr>\n
170<\/td>\nFIGURE 1 STATIC UPLIFT TEST APPARATUS <\/td>\n<\/tr>\n
172<\/td>\nTESTING 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) <\/td>\n<\/tr>\n
177<\/td>\nEQUATION DETERMINE AVERAGE WEIGHT
EQUATION DETERMINE RESTORING MOMENT DUE TO GRAVITY <\/td>\n<\/tr>\n
178<\/td>\nEQUATION 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 <\/td>\n<\/tr>\n
180<\/td>\nFIGURE 1 STATIC UPLIFT TEST APPARATUS <\/td>\n<\/tr>\n
182<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 103-95 TEST PROCEDURE FOR SELF-ADHERED UNDERLAYMENTS FOR USE IN DISCONTINUOUS ROOF SYSTEMS <\/td>\n<\/tr>\n
185<\/td>\nTABLE 1 MINIMUM BREAKING STRENGTH VALUES <\/td>\n<\/tr>\n
186<\/td>\nTABLE 2 MINIMUM ELONGATION VALUES (%) <\/td>\n<\/tr>\n
192<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 104-95 TEST PROCEDURE FOR NAIL-ON UNDERLAYMENT FOR USE IN DISCONTINUOUS ROOF SYSTEMS <\/td>\n<\/tr>\n
195<\/td>\nTABLE 1 MINIMUM BREAKING STRENGTH VALUES (%)
TABLE 2 MINIMUM ELONGATION VALUES (%) <\/td>\n<\/tr>\n
200<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 105-11 TEST PROCEDURE FOR FIELD WITHDRAWAL RESISTANCE TESTING <\/td>\n<\/tr>\n
201<\/td>\nEQUATION DETERMINE THE MEAN FAILURE LOAD
EQUATION DETERMINE MINIMUM CHARACTERISTIC RESISTANCE FORCE <\/td>\n<\/tr>\n
202<\/td>\nTABLE 1 VALUES FOR T-ESTIMATOR AT 95% PROBABILITY <\/td>\n<\/tr>\n
204<\/td>\nAPPENDIX A FIELD WITHDRAWAL RESISTANCE TEST RESULTS REPORT <\/td>\n<\/tr>\n
210<\/td>\nTESTING 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 <\/td>\n<\/tr>\n
212<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 107-95 TEST PROCEDURE FOR WIND RESISTANCE TESTING OF NON-RIGID, DISCONTINUOUS ROOF SYSTEM ASSEMBLIES (Modified from ASTM D 3161) <\/td>\n<\/tr>\n
216<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 108-95 TEST PROCEDURE FOR WIND TUNNEL TESTING OF AIR PERMEABLE, RIGID, DISCONTINUOUS ROOF SYSTEMS <\/td>\n<\/tr>\n
220<\/td>\nEQUATION DETERMINE VELOCITY PRESSURE
EQUATION DETERMINE COEFFICIENT OF PRESSURE
EQUATION DETERMINE COEFFICIENT OF LIFT <\/td>\n<\/tr>\n
221<\/td>\nEQUATION DETERMINE COEFFICIENT OF MOMENT
EQUATION DETERMINE ADJUSTED COEFFICIENT OF MOMENT
EQUATION DETERMINE AERODYNAMIC MULTIPLIER <\/td>\n<\/tr>\n
222<\/td>\nEQUATION DETERMINE THE AERODYNAMIC MULTIPLIER <\/td>\n<\/tr>\n
223<\/td>\nFIGURE 1 WIND TUNNEL TEST APPARATUS <\/td>\n<\/tr>\n
224<\/td>\nFIGURE 2 WIND TUNNEL TEST APPARATUS (SIDE VIEW) <\/td>\n<\/tr>\n
226<\/td>\nTESTING 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 <\/td>\n<\/tr>\n
227<\/td>\nTABLE ROOFING COMPONENTS WITHIN COAL-TAR PITCH BUILT-UP ROOF ASSEMBLIES COMPLIANCE
TABLE LIQUID APPLIED NEOPRENE AND CHLORINATED POLYETHYLENE MEMBRANE COMPLIANCE <\/td>\n<\/tr>\n
228<\/td>\nTABLE SPRAY-APPLIED POLYURETHANE FOAM COMPLIANCE
TABLE ROOF COATINGS COMPLIANCE
TABLE ROOF AND SHEATHING INSULATION PRODUCTS USED IN APPROVED ROOF ASSEMBLIES <\/td>\n<\/tr>\n
229<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
230<\/td>\nTABLE ALL RIGID, DISCONTINUOUS ROOF ASSEMBLIES, AND THE ROOFING COMPONENTS SHALL BE TESTED IN COMPLIANCE
TABLE METAL STRESS PLATES SHALL BE TESTED IN COMPLIANCE <\/td>\n<\/tr>\n
231<\/td>\nTABLE ALL STRUCTURAL AND NONSTRUCTURAL METAL PANEL ROOF ASSEMBLIES AND COMPONENTS SHALL BE TEST IN COMPLIANCE <\/td>\n<\/tr>\n
232<\/td>\nTABLE NON-RIGID TILES\/SHAKES\/SLATE\/SHINGLES PRODUCTS (PLASTIC) <\/td>\n<\/tr>\n
234<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 111(A)-95 TEST PROCEDURE FOR ROOF EDGE TERMINATION PERFORMANCE <\/td>\n<\/tr>\n
236<\/td>\nFIGURE 1 MEMBRANE TERMINATION PERFORMANCE TEST CONFIGURATION OPTION
FIGURE 2 MEMBRANE TERMINATION PERFORMANCE TEST CONFIGURATION OPTION <\/td>\n<\/tr>\n
238<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 111(B)-95 TEST PROCEDURE FOR EDGE METAL PULL-OFF PERFORMANCE <\/td>\n<\/tr>\n
241<\/td>\nFIGURE 1 VIEW OF OUTWARD LOADING OF EDGE METAL VERTICAL FLANGE (UPWARD LOADING OF HORIZONTAL FLANGE ALSO REQUIRED) <\/td>\n<\/tr>\n
242<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 111(C)-95 TEST PROCEDURE FOR COPING CAP PULL-OFF PERFORMANCE <\/td>\n<\/tr>\n
245<\/td>\nFIGURE 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) <\/td>\n<\/tr>\n
246<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 112-95 STANDARD REQUIREMENTS FOR CONCRETE ROOF TILES <\/td>\n<\/tr>\n
251<\/td>\nTABLE 1 TRANSVERSE BREAKING STRENGTH, MINIMUM LBF (N)
TABLE 2 TILE RATINGS AND MAXIMUM WATER ABSORPTION <\/td>\n<\/tr>\n
252<\/td>\nTABLE 3 NUMBER OF TILES TO BE RE-TESTED
TABLE 4 RETEST CRITERIA (FAILURE RATE REQUIRED)
EQUATION WATER ABSORPTION FORMULA <\/td>\n<\/tr>\n
254<\/td>\nFIGURE 1 TRANSVERSE STRENGTH TEST APPARATUS
FIGURE 2 PERMEABILITY TEST APPARATUS <\/td>\n<\/tr>\n
256<\/td>\nAPPENDIX A CLARIFICATION OF TESTING FREQUENCY AND SAMPLING METHOD <\/td>\n<\/tr>\n
258<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 114-11 TEST PROCEDURES FOR ROOF SYSTEM ASSEMBLIES IN THE HIGH-VELOCITY HURRICANE ZONE JURISDICTION
TABLE OF CONTENTS <\/td>\n<\/tr>\n
260<\/td>\nSECTION 1 SCOPE
SECTION 2 REFERENCED DOCUMENTS <\/td>\n<\/tr>\n
261<\/td>\nSECTION 3 TERMINOLOGY & UNITS <\/td>\n<\/tr>\n
262<\/td>\nSECTION 4 SIGNIFICANCE OF USE
SECTION 5 GENERAL INFORMATION <\/td>\n<\/tr>\n
263<\/td>\nSECTION 6 APPLICABLE DOCUMENTS AND GLOSSARY <\/td>\n<\/tr>\n
265<\/td>\nSECTION 7 GENERAL REQUIREMENTS
SECTION 8 PERFORMANCE REQUIREMENTS AND TESTS <\/td>\n<\/tr>\n
271<\/td>\nSECTION 9 MANUFACTURING AND FIELD INSTALLATION REQUIREMENTS <\/td>\n<\/tr>\n
274<\/td>\nAPPENDIX A TEST PROCEDURE FOR ABOVE DECK COMBUSTIBILITY ASTM E 108 <\/td>\n<\/tr>\n
276<\/td>\nAPPENDIX B TEST PROCEDURE FOR SIMULATED DYNAMIC UPLIFT PRESSURE RESISTANCE OF MECHANICALLY ATTACHED ROOF SYSTEM ASSEMBLIES <\/td>\n<\/tr>\n
277<\/td>\nTABLE B1 DYNAMIC PRESSURE GUST INTERVALS <\/td>\n<\/tr>\n
279<\/td>\nFIGURE B1 DYNAMIC UPLIFT TEST APPARATUS <\/td>\n<\/tr>\n
280<\/td>\nAPPENDIX C TEST PROCEDURE FOR SIMULATED UPLIFT PRESSURE RESISTANCE OF ROOF SYSTEM ASSEMBLIES <\/td>\n<\/tr>\n
281<\/td>\nTABLE C1 UPLIFT PRESSURE INTERVALS <\/td>\n<\/tr>\n
283<\/td>\nFIGURE C1 UPLIFT PRESSURE TEST APPARATUS
FIGURE C2 UPLIFT PRESSURE TEST SPECIMEN MOUNTED IN TEST <\/td>\n<\/tr>\n
284<\/td>\nAPPENDIX D TEST PROCEDURE FOR SIMULATED UPLIFT PRESSURE RESISTANCE OF ADHERED ROOF SYSTEM ASSEMBLIES <\/td>\n<\/tr>\n
285<\/td>\nAPPARATUS TABLE D1 UPLIFT LOAD INTERVALS AND CORRESPONDING PRESSURES <\/td>\n<\/tr>\n
288<\/td>\nAPPENDIX E TEST PROCEDURE FOR CORROSION RESISTANCE OF FASTENERS, BATTEN BARS AND STRESS DISTRIBUTION PLATES <\/td>\n<\/tr>\n
292<\/td>\nAPPENDIX F TEST PROCEDURE FOR SUSCEPTIBILITY TO HAIL DAMAGE FOR ROOF SYSTEM ASSEMBLIES <\/td>\n<\/tr>\n
294<\/td>\nAPPENDIX G TEST PROCEDURE FOR SUSCEPTIBILITY TO LEAKAGE FOR ROOF SYSTEM ASSEMBLIES <\/td>\n<\/tr>\n
296<\/td>\nAPPENDIX H TEST PROCEDURES FOR SMALL SCALE QC AND PHYSICAL PROPERTIES OF APPROVED ROOF SYSTEM ASSEMBLIES <\/td>\n<\/tr>\n
298<\/td>\nAPPENDIX I TEST PROCEDURE FOR STATIC AND DYNAMIC PUNCTURE RESISTANCE OF ROOF SYSTEM ASSEMBLIES <\/td>\n<\/tr>\n
303<\/td>\nFIGURE I1 STATIC PUNCTURE TEST APPARATUS <\/td>\n<\/tr>\n
304<\/td>\nFIGURE I2 DYNAMIC PUNCTURE TEST APPARATUS
FIGURE I3 TYPICAL DYNAMIC PUNCTURE HEAD <\/td>\n<\/tr>\n
306<\/td>\nAPPENDIX J TEST PROCEDURE FOR 12 FOOT BY 24 FOOT SIMULATED UPLIFT PRESSURE RESISTANCE OF ROOF SYSTEM ASSEMBLIES <\/td>\n<\/tr>\n
308<\/td>\nTABLE J1 12 FOOT BY 24 FOOT UPLIFT PRESSURE INTERVALS <\/td>\n<\/tr>\n
310<\/td>\nAPPENDIX K TEST PROCEDURES FOR F.I.T. CLASSIFICATION OF MODIFIED BITUMEN ROOF SYSTEM ASSEMBLIES
TABLE K1 CLASSIFICATION F (FATIGUE) PERFORMANCE INDICES <\/td>\n<\/tr>\n
312<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
313<\/td>\nFIGURE K1 SCHEMATIC OF STEEL PLATE FOR TEMPERATURE STABILITY TEST <\/td>\n<\/tr>\n
314<\/td>\nTABLE K6 <\/td>\n<\/tr>\n
316<\/td>\nTESTING APPLICATION STANDARD (TAS) 116-95 TEST PROCEDURE FOR AIR PERMEABILITY TESTING OF RIGID, DISCONTINUOUS ROOF SYSTEMS <\/td>\n<\/tr>\n
319<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
320<\/td>\nEQUATION DETERMINE EFFECTIVE AREA
EQUATION DETERMINE AIR PERMEABILITY <\/td>\n<\/tr>\n
321<\/td>\nFIGURE 1 AIR PERMEABILITY TEST APPARATUS <\/td>\n<\/tr>\n
322<\/td>\nTESTING APPLICATION STANDARD (TAS) 117(A)-95 TEST PROCEDURE FOR WITHDRAWAL RESISTANCE TESTING OF MECHANICAL FASTENERS USED IN ROOF SYSTEM ASSEMBLIES <\/td>\n<\/tr>\n
325<\/td>\nEQUATION CALCULATE MEAN AND STANDARD DEVIATION
EQUATION DETERMINE PERCENT DEVIATION FROM THE MEAN <\/td>\n<\/tr>\n
328<\/td>\nTESTING 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 <\/td>\n<\/tr>\n
330<\/td>\nEQUATION CALCULATE MEAN AND STANDARD DEVIATION
EQUATION DETERMINE PERCENT DEVIATION FROM THE MEAN <\/td>\n<\/tr>\n
331<\/td>\nFIGURE 1 HOLDING DEVICE CONFIGURATION
FIGURE 2 HOLDING DEVICE CONFIGURATION FOR LAPPED TEST SPECIMENS <\/td>\n<\/tr>\n
332<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
334<\/td>\nTESTING APPLICATION STANDARD (TAS) 117(C)-95 TEST PROCEDURE FOR DYNAMIC PULL-OFF PERFORMANCE OF ROOFING FASTENER HEADS OR FASTENERS WITH BEARING PLATES <\/td>\n<\/tr>\n
336<\/td>\nTABLE 1 FASTENER ASSEMBLY PULL-OFF VALUES VS. DROP HEIGHT
EQUATION CALCULATE MEAN AND STANDARD DEVIATION
EQUATION DETERMINE PERCENT DEVIATION FROM THE MEAN <\/td>\n<\/tr>\n
337<\/td>\nFIGURE 1 DIAGRAM OF DYNAMIC PULL-OFF TEST APPARATUS <\/td>\n<\/tr>\n
338<\/td>\nFIGURE 2 DIAGRAM OF WIRE REINFORCED TEST STRAP
FIGURE 3 PHOTOGRAPH OF TYPICAL WIRE REINFORCED TEST STRAP <\/td>\n<\/tr>\n
339<\/td>\nFIGURE 4 PHOTOGRAPH OF DYNAMIC PULL-OFF TESTING
FIGURE 5 PHOTOGRAPH OF DYNAMIC PULL-OFF TESTING <\/td>\n<\/tr>\n
340<\/td>\nTESTING APPLICATION STANDARD (TAS) 121-95 STANDARD REQUIREMENTS FOR TESTING AND APPROVAL OF ROOFING ADHESIVES, MASTICS AND COATINGS <\/td>\n<\/tr>\n
342<\/td>\nTESTING APPLICATION STANDARD (TAS) 123-95 STANDARD REQUIREMENTS FOR MORTAR USED IN MORTAR SET TILE SYSTEMS <\/td>\n<\/tr>\n
343<\/td>\nTABLE MINIMUM CHARACTERISTIC RESISTANCE LOADS <\/td>\n<\/tr>\n
344<\/td>\nAPPENDIX A STANDARD REQUIREMENTS OF TILE ADHESIVE USED TO REPAIR OR SUPPLEMENT TILE ATTACHMENT <\/td>\n<\/tr>\n
345<\/td>\nTABLE 1 TILE ADHESIVE COMPOSITION REQUIREMENTS
TABLE 2 TILE ADHESIVE ADHESION REQUIREMENTS
TABLE 3 TILE ADHESIVE TENSILE\/ELONGATION REQUIREMENTS <\/td>\n<\/tr>\n
346<\/td>\nTABLE 4 SHORE ‘A’ HARDNESS REQUIREMENTS <\/td>\n<\/tr>\n
348<\/td>\nTESTING 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 <\/td>\n<\/tr>\n
350<\/td>\nFIGURE 1 SCREW AND EYE-BOLT LOCATIONS <\/td>\n<\/tr>\n
351<\/td>\nFIGURE 2 ALTERNATE LOAD TRANSFER DEVICE <\/td>\n<\/tr>\n
352<\/td>\nTABLE 1 NUMBER OF BELL CHAMBER OR BONDED PULL TESTS TO BE CONDUCTED PER ROOF AREA <\/td>\n<\/tr>\n
354<\/td>\nEQUATION DETERMINE REQUIRED UPLOAD FORCE
TABLE 2 APPLIED LOAD INCREMENTS <\/td>\n<\/tr>\n
358<\/td>\nBELL CHAMBER TEST RESULTS <\/td>\n<\/tr>\n
362<\/td>\nFIGURE ROOF SYSTEM INFORMATION – DETAIL #1 <\/td>\n<\/tr>\n
363<\/td>\nFIGURE BUILDING INFORMATION – DETAIL #2 <\/td>\n<\/tr>\n
364<\/td>\nFIGURE ROOF SYSTEM INFORMATION – DETAIL #3 <\/td>\n<\/tr>\n
366<\/td>\nBONDED PULL TEST RESULTS <\/td>\n<\/tr>\n
370<\/td>\nFIGURE ROOF SYSTEM INFORMATION – DETAIL #1 <\/td>\n<\/tr>\n
371<\/td>\nFIGURE BUILDING INFORMATION – DETAIL #2 <\/td>\n<\/tr>\n
372<\/td>\nFIGURE ROOF SYSTEM INFORMATION – DETAIL #3 <\/td>\n<\/tr>\n
374<\/td>\nTESTING APPLICATION STANDARD (TAS) 125-03 STANDARD REQUIREMENTS FOR METAL ROOFING SYSTEMS <\/td>\n<\/tr>\n
378<\/td>\nFIGURE 8-1 ASSEMBLED UPLIFT TEST APPARATUS FOR UL 580 <\/td>\n<\/tr>\n
381<\/td>\nTABLE T125-1 TEST PRESSURES <\/td>\n<\/tr>\n
395<\/td>\nFIGURE 9-1 SCHEMATIC OF TEST APPARATUS FOR ASTM E 1592 UPLIFT TESTING <\/td>\n<\/tr>\n
396<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
398<\/td>\nTESTING APPLICATION STANDARD (TAS) 126-95 STANDARD PROCEDURES FOR ROOF MOISTURE SURVEYS <\/td>\n<\/tr>\n
405<\/td>\nEQUATION VERIFY END POINTS FOR OVERLAY PROCESS, THE MEAN AND STANDARD DEVIATION <\/td>\n<\/tr>\n
408<\/td>\nTESTING APPLICATION STANDARD (TAS) 131-95 STANDARD REQUIREMENTS FOR THERMOPLASTIC OLEFIN ELASTOMER BASED SHEET USED IN SINGLE-PLY ROOF MEMBRANE <\/td>\n<\/tr>\n
410<\/td>\nTABLE 1 PHYSICAL REQUIREMENTS FOR TPO ELASTOMER SHEETS <\/td>\n<\/tr>\n
414<\/td>\nAPPENDIX A TEST PROCEDURE FOR THICKNESS MEASUREMENT OF COATING OVER CLASS SR OLEFIN ELASTOMER BASED SHEET ROOFING <\/td>\n<\/tr>\n
416<\/td>\nTESTING APPLICATION STANDARD (TAS) 132-95 STANDARD REQUIREMENTS FOR TESTING AND APPROVAL OF SEALANTS USED IN ROOFING <\/td>\n<\/tr>\n
417<\/td>\nTABLE PHYSICAL PROPERTY REQUIREMENTS
TABLE PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
420<\/td>\nTESTING APPLICATION STANDARD (TAS) 135-95 STANDARD REQUIREMENTS FOR FIBERGLASS REINFORCED TILE, SHINGLES OR PANELS AND FIBER CEMENT SHINGLES, SHAKES OR PANELS <\/td>\n<\/tr>\n
422<\/td>\nTABLE 1 PHYSICAL PROPERTY REQUIREMENTS FOR FIBERGLASS REINFORCED, COMPOSITE TILE, SHINGLES OR PANELS <\/td>\n<\/tr>\n
424<\/td>\nEQUATION CALCULATE GLASS CONTENT <\/td>\n<\/tr>\n
425<\/td>\nEQUATION CALCULATE THE E GLASS CONTENT <\/td>\n<\/tr>\n
426<\/td>\nTABLE 2 PHYSICAL PROPERTY REQUIREMENTS FOR FIBER CEMENT SHINGLES, SHAKES OR PANELS <\/td>\n<\/tr>\n
430<\/td>\nTESTING APPLICATION STANDARD (TAS) 138-95 STANDARD REQUIREMENTS FOR ALUMINUM PIGMENTED EMULSIFIED ASPHALT USED AS A PROTECTIVE COATING FOR ROOFING <\/td>\n<\/tr>\n
431<\/td>\nTABLE ALUMINUM PIGMENTED EMULSIFIED ASPHALT COMPOSITION REQUIREMENTS
TABLE ALUMINUM PIGMENTED EMULSIFIED ASPHALT PHYSICAL PROPERTY REQUIREMENTS <\/td>\n<\/tr>\n
433<\/td>\nTABLE APPARATUS CYCLE <\/td>\n<\/tr>\n
436<\/td>\nTESTING APPLICATION STANDARD (TAS) 139-95 STANDARD REQUIREMENTS FOR WHITE ROOF PATCH SPECIFICATION <\/td>\n<\/tr>\n
437<\/td>\nTABLE WATER-BASED ELASTOMERIC WHITE ROOF PATCH COMPOSITION REQUIREMENTS
TABLE WATER-BASED ELASTOMERIC WHITE ROOF PATCH PHYSICAL PROPERTY REQUIREMENTS <\/td>\n<\/tr>\n
438<\/td>\nEQUATION CALCULATE PERCENT ELONGATION <\/td>\n<\/tr>\n
440<\/td>\nTESTING APPLICATION STANDARD (TAS) 140-95 STANDARD REQUIREMENTS FOR NONFIBERED ROOF AND FOUNDATION COATINGS <\/td>\n<\/tr>\n
441<\/td>\nTABLE NON-FIBER ROOF COATING PRODUCT COMPOSITION REQUIREMENTS
TABLE NON-FIBERED ROOF COATING PRODUCT PHYSICAL PROPERTY REQUIREMENTS <\/td>\n<\/tr>\n
442<\/td>\nTESTING APPLICATION STANDARD (TAS) 141-95 STANDARD REQUIREMENTS FOR COAL TAR (CUTBACK) ROOF COATING, BRUSHING CONSISTENCY <\/td>\n<\/tr>\n
443<\/td>\nTABLE COAL TAR BASE ROOF COATING PRODUCT COMPOSITION REQUIREMENTS
TABLE COAL TAR BASED ROOF COATING PRODUCT PHYSICAL PROPERTY REQUIREMENTS <\/td>\n<\/tr>\n
446<\/td>\nTESTING APPLICATION STANDARD (TAS) 142-95 STANDARD REQUIREMENTS FOR COAL TAR ROOF CEMENT, ASBESTOS FREE
TABLE COAL TAR ROOF CEMENT PRODUCT COMPOSITION REQUIREMENTS <\/td>\n<\/tr>\n
447<\/td>\nTABLE COAL TAR ROOF CEMENT PRODUCT PHYSICAL PROPERTY REQUIREMENTS <\/td>\n<\/tr>\n
448<\/td>\nTESTING APPLICATION STANDARD (TAS) 143-95 STANDARD REQUIREMENTS FOR WHITE ELASTOMERIC ROOF COATINGS USED FOR COATING BUILT UP ROOFS AND METAL ROOFING SYSTEMS <\/td>\n<\/tr>\n
449<\/td>\nTABLE WHITE ELASTOMERIC ROOF COATING LIQUID FORM PRODUCT PHYSICAL PROPERTY REQUIREMENTS <\/td>\n<\/tr>\n
450<\/td>\nTABLE WHITE ELASTOMERIC ROOF COATING MEMBRANE FORM PRODUCT PHYSICAL PROPERTY REQUIREMENTS
EQUATION CALCULATE PERCENT ELONGATION <\/td>\n<\/tr>\n
452<\/td>\nEQUATION WATER VAPOR TRANSMISSION <\/td>\n<\/tr>\n
454<\/td>\nTESTING APPLICATION STANDARD (TAS) 201-94 IMPACT TEST PROCEDURES <\/td>\n<\/tr>\n
455<\/td>\nFIGURE 1 THREE (3) BASIC STORM PANEL ATTACHMENTS FOR TESTING <\/td>\n<\/tr>\n
460<\/td>\nTESTING APPLICATION STANDARD (TAS) 202-94 CRITERIA FOR TESTING IMPACT & NONIMPACT RESISTANT BUILDING ENVELOPE COMPONENTS USING UNIFORM STATIC AIR PRESSURE <\/td>\n<\/tr>\n
461<\/td>\nFIGURE 1 THREE (3) BASIC STORM PANEL ATTACHMENTS FOR TESTING <\/td>\n<\/tr>\n
466<\/td>\nTESTING APPLICATION STANDARD (TAS) 203-94 CRITERIA FOR TESTING PRODUCTS SUBJECT TO CYCLIC WIND PRESSURE LOADING <\/td>\n<\/tr>\n
467<\/td>\nFIGURE 1 THREE (3) BASIC STORM PANEL ATTACHMENTS FOR TESTING <\/td>\n<\/tr>\n
472<\/td>\nTESTING APPLICATION STANDARD (TAS) 301-94 TESTING LABORATORY <\/td>\n<\/tr>\n
476<\/td>\nICC-ES ICC EVALUATION SERVICE <\/td>\n<\/tr>\n
477<\/td>\nMORE TOOLS FOR YOUR IBC <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Florida Test Protocols for High Velocity Hurricane Zones<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
FL<\/b><\/a><\/td>\n2010<\/td>\n477<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":73128,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2723],"product_tag":[],"class_list":{"0":"post-73127","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-fl","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/73127","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/73128"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=73127"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=73127"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=73127"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}