{"id":438790,"date":"2024-10-20T08:05:23","date_gmt":"2024-10-20T08:05:23","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fl-floridatestprotocols-2023-1stptg\/"},"modified":"2024-10-26T15:09:44","modified_gmt":"2024-10-26T15:09:44","slug":"fl-floridatestprotocols-2023-1stptg","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fl\/fl-floridatestprotocols-2023-1stptg\/","title":{"rendered":"FL FloridaTestProtocols 2023 1stptg"},"content":{"rendered":"

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.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2023 FLORIDA BUILDING CODE EIGHTH EDITION TEST PROTOCOLS FOR HIGH-VELOCITY HURRICANE ZONES <\/td>\n<\/tr>\n
2<\/td>\n2023 FLORIDA BUILDING CODE EIGHTH EDITION TEST PROTOCOLS FOR HIGH-VELOCITY HURRICANE ZONES <\/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 DETAIL DRAWINGS
DETAIL 1 <\/td>\n<\/tr>\n
15<\/td>\nDETAIL 2
DETAIL 3 <\/td>\n<\/tr>\n
16<\/td>\nDETAIL 4
DETAIL 5 <\/td>\n<\/tr>\n
17<\/td>\nDETAIL 6
DETAIL 7 <\/td>\n<\/tr>\n
18<\/td>\nDETAIL 8
DETAIL 9 <\/td>\n<\/tr>\n
19<\/td>\nDETAIL 10
DETAIL 11 <\/td>\n<\/tr>\n
20<\/td>\nROOFING 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 <\/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 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
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 ASPHALT SHINGLE INSTALLATION <\/td>\n<\/tr>\n
37<\/td>\nDETAIL A <\/td>\n<\/tr>\n
39<\/td>\nDETAIL B <\/td>\n<\/tr>\n
40<\/td>\nDETAIL C <\/td>\n<\/tr>\n
42<\/td>\nROOFING 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 <\/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>\nTABLE 1 SQUARE FEET PER FASTENER FOR COMMON ANCHOR\/BASE SHEET ATTACHMENT PATTERNS <\/td>\n<\/tr>\n
48<\/td>\nTABLE 2 TYPICAL FASTENER VALUES FOR ARCHITECTURAL APPEARANCE APPLICATIONS
TABLE 3 TYPICAL \u2018DYNAMIC PULL THROUGH VALUES\u2019 FOR ARCHITECTURAL APPEARANCE APPLICATIONS <\/td>\n<\/tr>\n
50<\/td>\nFIGURE 1 FASTENER PLACEMENT FOR 2 FOOT BY 4 FOOT BOARDS <\/td>\n<\/tr>\n
51<\/td>\nFIGURE 2 FASTENER PLACEMENT FOR 4 FOOT BY 4 FOOT BOARDS <\/td>\n<\/tr>\n
52<\/td>\nFIGURE 3 FASTENER PLACEMENT FOR 4 FOOT BY 4 FOOT BOARDS <\/td>\n<\/tr>\n
53<\/td>\nFIGURE 4 FASTENER PLACEMENT FOR 4 FOOT BY 8 FOOT BOARDS <\/td>\n<\/tr>\n
54<\/td>\nROOFING APPLICATION STANDARD (RAS) No. 118-20 INSTALLATION OF MECHANICALLY FASTENED ROOF TILE SYSTEMS Direct Deck & Counter Battens Only
TABLE 1 <\/td>\n<\/tr>\n
56<\/td>\nDRAWING 1 TYPICAL 30\/90 HOT MOP <\/td>\n<\/tr>\n
57<\/td>\nDRAWING 2 DRIP EDGE INSTALLATION <\/td>\n<\/tr>\n
58<\/td>\nDRAWING 3 TYPICAL VALLEY INSTALLATION <\/td>\n<\/tr>\n
59<\/td>\nDRAWING 4 VALLEY METAL STRIPPED IN <\/td>\n<\/tr>\n
60<\/td>\nDRAWING 5 WALL FLASHING DETAIL
DRAWING 6 WALL FLASHING DETAIL (WALL FLASHING OVER CAP SHEET) <\/td>\n<\/tr>\n
61<\/td>\nDRAWING 7 WALL FLASHING DETAIL(WALL FLASHING OVER CAP SHEET) <\/td>\n<\/tr>\n
62<\/td>\nDRAWING 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) <\/td>\n<\/tr>\n
63<\/td>\nDRAWING 11 EAVE TILE DETAIL (NAIL-ON METAL ENCLOSURE)
DRAWING 12 EAVE TILE DETAIL (NAIL-ON ANTIPONDING METAL) <\/td>\n<\/tr>\n
65<\/td>\nDRAWING 13 RIDGE BLOCKING DETAIL <\/td>\n<\/tr>\n
68<\/td>\nROOFING APPLICATION STANDARD (RAS) No. 119-20 INSTALLATION OF MECHANICALLY FASTENED ROOF TILE SYSTEMS Direct Deck & Horizontal Battens Only
TABLE 1 <\/td>\n<\/tr>\n
70<\/td>\nDRAWING 1 TYPICAL 30\/90 HOT MOP <\/td>\n<\/tr>\n
71<\/td>\nDRAWING 2 DRIP EDGE INSTALLATION <\/td>\n<\/tr>\n
72<\/td>\nDRAWING 3 PERFORMED CLOSED VALLEY (NAIL-ON SYSTEM) <\/td>\n<\/tr>\n
73<\/td>\nDRAWING 4 VALLEY METAL DETAIL (NAIL-ON SYSTEM)
DRAWING 5 NAIL-ON VALLEY SYSTEM VALLEY METAL OVER TILE <\/td>\n<\/tr>\n
74<\/td>\nDRAWING 6 WALL FLASHING DETAIL (NAIL-ON SYSTEM)
DRAWING 7 PLUMBING STACKS (NAIL-ON SYSTEMS)
DRAWING 8 PLUMBING STACKS FLASHING (NAIL-ON SYSTEMS) <\/td>\n<\/tr>\n
75<\/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
77<\/td>\nDRAWING 12 HIP RIDGE TILE NAILING DETAIL <\/td>\n<\/tr>\n
80<\/td>\nROOFING APPLICATION STANDARD (RAS) No. 120-20 MORTAR AND ADHESIVE SET TILE APPLICATION
TABLE 1 <\/td>\n<\/tr>\n
82<\/td>\nDRAWING 1 TYPICAL 30\/90 HOT MAP <\/td>\n<\/tr>\n
83<\/td>\nDRAWING 2 DRIP EDGE INSTALLATION <\/td>\n<\/tr>\n
84<\/td>\nDRAWING 3 TYPICAL VALLEY INSTALLATION <\/td>\n<\/tr>\n
85<\/td>\nDRAWING 4 VALLEY METAL STRIPPED IN <\/td>\n<\/tr>\n
86<\/td>\nDRAWING 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) <\/td>\n<\/tr>\n
87<\/td>\nDRAWING 8 LEAD STACK DETAIL (OVER THE CAPSHEET)
DRAWING 9 LEAD STACK DETAIL (OVER THE BASE SHEET)
DRAWING 10 EAVE TILE DETAIL EPDM EAVE CLOSURE <\/td>\n<\/tr>\n
88<\/td>\nDRAWING 11 EAVE TILE DETAIL(METAL EAVE ENCLOSURE)
DRAWING 12 EAVE TILE DETAIL ANTIPONDING METAL <\/td>\n<\/tr>\n
89<\/td>\nDRAWING 13 MORTAR (ADHESIVE) SET TILE
DRAWING 14 BARREL TILE INSTALLATION <\/td>\n<\/tr>\n
90<\/td>\nDRAWING 15 RIDGE BLOCKING DETAIL
DETAIL 1
DETAIL 2
DETAIL 3
DETAIL 4
DETAIL 5
STEEL PLATE DETAIL <\/td>\n<\/tr>\n
92<\/td>\nROOFING 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 <\/td>\n<\/tr>\n
93<\/td>\nTABLE 1 \u2014 GABLE ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE\u20141.5:12 TO LESS THAN 4.5:12RISK CATEGORY II EXPOSURE CATEGORY \u201cC\u201d
TABLE 2 \u2014 GABLE ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE\u20144.5:12 TO LESS THAN 6:12RISK CATEGORY II EXPOSURE CATEGORY \u201cC\u201d <\/td>\n<\/tr>\n
94<\/td>\nTABLE 3 \u2014 GABLE ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE\u20146:12 TO 12:12RISK CATEGORY II EXPOSURE CATEGORY \u201cC\u201d
TABLE 4 \u2014 GABLE ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE\u20141.5:12 TO LESS THAN 4.5:12RISK CATEGORY II EXPOSURE CATEGORY \u201cD\u201d
TABLE 5 \u2014 GABLE ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE\u20144.5:12 TO LESS THAN 6:12RISK CATEGORY II EXPOSURE CATEGORY \u201cD\u201d <\/td>\n<\/tr>\n
95<\/td>\nTABLE 6 \u2014 GABLE ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE\u20146:12 TO 12:12RISK CATEGORY II EXPOSURE CATEGORY \u201cD\u201d
TABLE 7 \u2014 HIP ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE\u20141.5:12 TO LESS THAN 4.5:12RISK CATEGORY II EXPOSURE CATEGORY \u201cC\u201d <\/td>\n<\/tr>\n
96<\/td>\nTABLE 8 \u2014 HIP ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE\u20144.5:12 TO LESS THAN 6:12RISK CATEGORY II EXPOSURE CATEGORY \u201cC\u201d
TABLE 9 \u2014 HIP ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE\u20146:12 TO 12:12RISK CATEGORY II EXPOSURE CATEGORY \u201cC\u201d
TABLE 10 \u2014 HIP ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE\u20141.5:12 TO LESS THAN 4.5:12RISK CATEGORY II EXPOSURE CATEGORY \u201cD\u201d <\/td>\n<\/tr>\n
97<\/td>\nTABLE 11 \u2014 HIP ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE\u20144.5:12 TO LESS THAN 6:12RISK CATEGORY II EXPOSURE CATEGORY \u201cD\u201d
TABLE 12 \u2014 HIP ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE\u20146:12 TO 12:12RISK CATEGORY II EXPOSURE CATEGORY \u201cD\u201d
FIGURE 3 <\/td>\n<\/tr>\n
98<\/td>\nTABLE 13 WHERE TO OBTAIN INFORMATION <\/td>\n<\/tr>\n
100<\/td>\nROOFING 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\u2014LESS THAN 11\/2:12 RISK CATEGORY II EXPOSURE CATEGORY \u201cC\u201d <\/td>\n<\/tr>\n
101<\/td>\nTABLE 2 MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE\u2014LESS THAN 11\/2:12 RISK CATEGORY II EXPOSURE CATEGORY \u201cD\u201d <\/td>\n<\/tr>\n
102<\/td>\nROOFING 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 <\/td>\n<\/tr>\n
106<\/td>\nDETAIL A <\/td>\n<\/tr>\n
107<\/td>\nDETAIL B
DETAIL C <\/td>\n<\/tr>\n
108<\/td>\nDETAIL D <\/td>\n<\/tr>\n
110<\/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
111<\/td>\nFIGURE 2 TYPICAL EAVE TERMINATION DETAIL WITH CLOSURE STRIP
FIGURE 3 TYPICAL PROFILES OF RAKE WALL FLASHINGS <\/td>\n<\/tr>\n
112<\/td>\nFIGURE 4 TYPICAL RAKE PROFILES <\/td>\n<\/tr>\n
113<\/td>\nFIGURE 6 TYPICAL CURB FLASHING
FIGURE 7A PENETRATION FLASHING
FIGURE 7B PENETRATION FLASHING <\/td>\n<\/tr>\n
114<\/td>\nFIGURE 8 ELASTOMERIC FLASHING
FIGURE 9 RECOMMENDED STANDING SEAM VALLEY <\/td>\n<\/tr>\n
115<\/td>\nFIGURE 10 RIBBED PANEL VALLEY
FIGURE 11 SEALED LOW SLOPE VALLEY LAP <\/td>\n<\/tr>\n
116<\/td>\nFIGURE 12 TRANSITION WITH KNEE BENDS
FIGURE 13 TRANSITION FLASHINGS AT HEADWALL CONDITION <\/td>\n<\/tr>\n
118<\/td>\nROOFING APPLICATION STANDARD (RAS) No. 137 STANDARD REQUIREMENTS FOR MECHANICAL ATTACHMENT OF SINGLE-PLY ROOF COVERINGS TO VARIOUS SUBSTRATES <\/td>\n<\/tr>\n
122<\/td>\nROOFING APPLICATION STANDARD (RAS) No. 150 PRESCRIPTIVE BUR REQUIREMENTS <\/td>\n<\/tr>\n
123<\/td>\nTABLE 1(3) <\/td>\n<\/tr>\n
127<\/td>\nTABLE 2 MECHANICALLY FASTENED INSULATION FOR BUILDINGS 40 FEET OR LESS IN HEIGHT <\/td>\n<\/tr>\n
128<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 100-23 TEST PROCEDURE FOR WIND AND WIND DRIVEN RAIN RESISTANCE OF DISCONTINUOUS ROOF SYSTEMS <\/td>\n<\/tr>\n
129<\/td>\nFIGURE 1 WIND DRIVEN RAIN TEST FRAME
FIGURE 2 WIND DRIVEN RAIN WIND TUNNEL <\/td>\n<\/tr>\n
134<\/td>\nTESTING 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 <\/td>\n<\/tr>\n
137<\/td>\nTABLE 1 WINDSPEED AND WATER SPRAY INTERVALS FOR WIND DRIVEN RAIN RESISTANCE TESTING <\/td>\n<\/tr>\n
138<\/td>\nTABLE 2 WINDSPEED INTERVALS FOR INCREASED WIND RESISTANCE TESTING OF STATIC VENTS, TURBINES1 OR POWERED VENTS <\/td>\n<\/tr>\n
139<\/td>\nTABLE 3 INCREASED WINDSPEED VS. INSTALLATION HEIGHT <\/td>\n<\/tr>\n
140<\/td>\nFIGURE 1A WIND DRIVEN RAIN TEST FRAME, FRONT VIEW <\/td>\n<\/tr>\n
141<\/td>\nFIGURE 1B WIND DRIVEN RAIN TEST FRAME, SIDE VIEW
FIGURE 2 WIND DRIVEN RAIN WIND TUNNEL <\/td>\n<\/tr>\n
142<\/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
149<\/td>\nFIGURE 1 STATIC UPLIFT APPARATUS <\/td>\n<\/tr>\n
150<\/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 Accompanied by a Clip, Refer to TAS 102(A)] <\/td>\n<\/tr>\n
157<\/td>\nFIGURE 1 STATIC UPLIFT TEST APPARATUS <\/td>\n<\/tr>\n
158<\/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
165<\/td>\nFIGURE 1 STATIC UPLIFT TEST APPARATUS <\/td>\n<\/tr>\n
166<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 103-20 TEST PROCEDURE FOR SELF-ADHERED UNDERLAYMENTS FOR USE IN TILE ROOF SYSTEMS <\/td>\n<\/tr>\n
168<\/td>\nTABLE 1 MINIMUM BREAKING STRENGTH VALUES <\/td>\n<\/tr>\n
169<\/td>\nTABLE 2 MINIMUM ELONGATION VALUES (%) <\/td>\n<\/tr>\n
173<\/td>\nTABLE 24.1
TABLE 24.2 <\/td>\n<\/tr>\n
174<\/td>\nFIGURE 1 <\/td>\n<\/tr>\n
176<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 104-20 TEST PROCEDURE FOR NAIL-ON UNDERLAYMENT FOR USE IN TILE ROOF SYSTEMS <\/td>\n<\/tr>\n
178<\/td>\nTABLE 1 MINIMUM BREAKING STRENGTH VALUES (%)
TABLE 2 MINIMUM ELONGATION VALUES (%) <\/td>\n<\/tr>\n
182<\/td>\nTABLE 20.1 <\/td>\n<\/tr>\n
183<\/td>\nTABLE 20.2
FIGURE 1
FIGURE 2 <\/td>\n<\/tr>\n
184<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 105-20 TEST PROCEDURE FOR FIELD WITHDRAWAL RESISTANCE TESTING <\/td>\n<\/tr>\n
185<\/td>\nTABLE 1 VALUES FOR T-ESTIMATOR AT 95% PROBABILITY <\/td>\n<\/tr>\n
188<\/td>\nTESTING APPLICATION STANDARD (TAS) 105-20 APPENDIX A FIELD WITHDRAWAL RESISTANCE TEST RESULTS REPORT <\/td>\n<\/tr>\n
194<\/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
196<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 107-20 TEST PROCEDURE FOR WIND RESISTANCE TESTING OF NON-RIGID, DISCONTINUOUS ROOF SYSTEM ASSEMBLIES(Modified from ASTM D3161) <\/td>\n<\/tr>\n
200<\/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
206<\/td>\nFIGURE 1 WIND TUNNEL TEST APPARATUS <\/td>\n<\/tr>\n
207<\/td>\nFIGURE 2 WIND TUNNEL TEST APPARATUS (SIDE VIEW) <\/td>\n<\/tr>\n
208<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 110-2000 TESTING REQUIREMENTS FOR PHYSICAL PROPERTIES OF ROOFMEMBRANES, INSULATION, COATINGS AND OTHER ROOFING COMPONENTS
TABLE 2(A) <\/td>\n<\/tr>\n
209<\/td>\nTABLE 2(B)
TABLE 3
TABLE 4 <\/td>\n<\/tr>\n
210<\/td>\nTABLE 5
TABLE 6
TABLE 7 <\/td>\n<\/tr>\n
211<\/td>\nTABLE 8 <\/td>\n<\/tr>\n
212<\/td>\nTABLE 9
TABLE 10 <\/td>\n<\/tr>\n
213<\/td>\nTABLE 11(A)
TABLE 11(B) <\/td>\n<\/tr>\n
214<\/td>\nTABLE 14
TABLE 15 <\/td>\n<\/tr>\n
215<\/td>\nTABLE 17 <\/td>\n<\/tr>\n
218<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 111(A)-95 TEST PROCEDURE FOR ROOF EDGE TERMINATION PERFORMANCE <\/td>\n<\/tr>\n
219<\/td>\nFIGURE 1 MEMBRANE TERMINATION PERFORMANCE TEST CONFIGURATION OPTION
FIGURE 2 MEMBRANE TERMINATION PERFORMANCE TEST CONFIGURATION OPTION <\/td>\n<\/tr>\n
220<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 111(B)-95 TEST PROCEDURE FOR EDGE METAL PULL-OFF PERFORMANCE <\/td>\n<\/tr>\n
222<\/td>\nFIGURE 1 VIEW OF OUTWARD LOADING OF EDGE METAL VERTICAL FLANGE (UPWARD LOADING OF HORIZONTAL FLANGE ALSO REQUIRED) <\/td>\n<\/tr>\n
224<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 111(C)-95 TEST PROCEDURE FOR COPING CAP PULL-OFF PERFORMANCE <\/td>\n<\/tr>\n
226<\/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
228<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 112-95 STANDARD REQUIREMENTS FOR CONCRETE ROOF TILES <\/td>\n<\/tr>\n
233<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
235<\/td>\nFIGURE 1 TRANSVERSE STRENGTH TEST APPARATUS
FIGURE 2 PERMEABILITY TEST APPARATUS <\/td>\n<\/tr>\n
236<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 112-95 Appendix A CLARIFICATION OF TESTING FREQUENCY AND SAMPLING METHOD <\/td>\n<\/tr>\n
238<\/td>\nTESTING APPLICATION STANDARD (TAS) 114-11 TEST PROCEDURES FOR ROOFING ASSEMBLIES IN THE HIGH-VELOCITY HURRICANE ZONE JURISDICTIONTABLE OF CONTENTS <\/td>\n<\/tr>\n
240<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 114-11 TEST PROCEDURES FOR ROOFING ASSEMBLIES IN THE HIGH-VELOCITY HURRICANE ZONE JURISDICTION <\/td>\n<\/tr>\n
250<\/td>\nTESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX ATEST PROCEDURE FOR ABOVE DECK COMBUSTIBILITY ASTM E108 <\/td>\n<\/tr>\n
252<\/td>\nTESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX BTEST PROCEDURE FOR SIMULATED DYNAMIC UPLIFT PRESSURE RESISTANCE OF MECHANICALLY ATTACHED ROOFING ASSEMBLIES <\/td>\n<\/tr>\n
254<\/td>\nTABLE B1 DYNAMIC PRESSURE GUST INTERVALS <\/td>\n<\/tr>\n
255<\/td>\nFIGURE B1 DYNAMIC UPLIFT TEST APPARATUS <\/td>\n<\/tr>\n
256<\/td>\nTESTING APPLICATION STANDARD (TAS) 114-95 APPENDIX CTEST PROCEDURE FOR SIMULATED UPLIFT PRESSURE RESISTANCE OF ROOFING ASSEMBLIES <\/td>\n<\/tr>\n
257<\/td>\nTABLE C1 UPLIFT PRESSURE INTERVALS <\/td>\n<\/tr>\n
259<\/td>\nFIGURE C1 UPLIFT PRESSURE TEST APPARATUS
FIGURE C2 UPLIFT PRESSURE TEST SPECIMEN MOUNTED IN TEST <\/td>\n<\/tr>\n
260<\/td>\nTESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX DTEST PROCEDURE FOR SIMULATED UPLIFT PRESSURE RESISTANCE OF ADHERED ROOFING ASSEMBLIES <\/td>\n<\/tr>\n
261<\/td>\nAPPARATUS TABLE D1 UPLIFT LOAD INTERVALS AND CORRESPONDING PRESSURES <\/td>\n<\/tr>\n
262<\/td>\nTESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX ETEST PROCEDURE FOR CORROSION RESISTANCE OF FASTENERS, BATTEN BARS AND STRESS DISTRIBUTION PLATES <\/td>\n<\/tr>\n
266<\/td>\nTESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX FTEST PROCEDURE FOR SUSCEPTIBILITY TO HAIL DAMAGE FOR ROOFING SYSTEMS <\/td>\n<\/tr>\n
268<\/td>\nTESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX GTEST PROCEDURE FOR SUSCEPTIBILITY TO LEAKAGE FOR ROOFING SYSTEMS <\/td>\n<\/tr>\n
270<\/td>\nTESTING APPLICATION STANDARD (TAS) 114-95 APPENDIX HTEST PROCEDURES FOR SMALL SCALE QC AND PHYSICAL PROPERTIES OF APPROVED ROOFING SYSTEMS <\/td>\n<\/tr>\n
272<\/td>\nTESTING APPLICATION STANDARD (TAS) 114-95 APPENDIX I TEST PROCEDURE FOR STATIC AND DYNAMIC PUNCTURE RESISTANCE OF ROOFING ASSEMBLIES <\/td>\n<\/tr>\n
277<\/td>\nFIGURE I1 STATIC PUNCTURE TEST APPARATUS
FIGURE I2 DYNAMIC PUNCTURE TEST APPARATUS <\/td>\n<\/tr>\n
278<\/td>\nFIGURE I3 TYPICAL DYNAMIC PUNCTURE HEAD <\/td>\n<\/tr>\n
280<\/td>\nTESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX JTEST PROCEDURE FOR 12 FOOT BY 24 FOOT SIMULATED UPLIFT PRESSURE RESISTANCE OF ROOFING ASSEMBLIES <\/td>\n<\/tr>\n
282<\/td>\nTABLE J1 12 FOOT BY 24 FOOT UPLIFT PRESSURE INTERVALS <\/td>\n<\/tr>\n
284<\/td>\nTESTING APPLICATION STANDARD (TAS) 116-95 TEST PROCEDURE FOR AIR PERMEABILITY TESTING OF RIGID, DISCONTINUOUS ROOF SYSTEMS <\/td>\n<\/tr>\n
286<\/td>\nTABLE 1 NUMBER OF COURSES AND NUMBER OF COMPONENTS PER COURSE <\/td>\n<\/tr>\n
289<\/td>\nFIGURE 1 AIR PERMEABILITY TEST APPARATUS <\/td>\n<\/tr>\n
290<\/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
294<\/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
296<\/td>\nFIGURE 1 HOLDING DEVICE CONFIGURATION <\/td>\n<\/tr>\n
297<\/td>\nFIGURE 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) <\/td>\n<\/tr>\n
298<\/td>\nFIGURE 4 VIEW OF DYNAMIC PULL-THROUGH TESTING <\/td>\n<\/tr>\n
300<\/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
301<\/td>\nTABLE 1 FASTENER ASSEMBLY PULL-OFF VALUESVS. DROP HEIGHT <\/td>\n<\/tr>\n
303<\/td>\nFIGURE 1 DIAGRAM OF DYNAMIC PULL-OFF TEST APPARATUS <\/td>\n<\/tr>\n
304<\/td>\nFIGURE 2 DIAGRAM OF WIRE REINFORCED TEST STRAP
FIGURE 3 PHOTOGRAPH OF TYPICAL WIRE REINFORCED TEST STRAP <\/td>\n<\/tr>\n
305<\/td>\nFIGURE 4 PHOTOGRAPH OF DYNAMIC PULL-OFF TESTING
FIGURE 5 PHOTOGRAPH OF DYNAMIC PULL-OFF TESTING <\/td>\n<\/tr>\n
306<\/td>\nTESTING APPLICATION STANDARD (TAS) 121-95 STANDARD REQUIREMENTS FOR TESTING AND APPROVAL OF ROOFING ADHESIVES, MASTICS AND COATINGS <\/td>\n<\/tr>\n
308<\/td>\nTESTING APPLICATION STANDARD (TAS) 123-95 STANDARD REQUIREMENTS FOR MORTAR USED IN MORTAR SET TILE SYSTEMS <\/td>\n<\/tr>\n
310<\/td>\nTESTING APPLICATION STANDARD (TAS) 123-95 APPENDIX A STANDARD REQUIREMENTS OF TILE ADHESIVE USED TO REPAIR OR SUPPLEMENT TILE ATTACHMENT <\/td>\n<\/tr>\n
311<\/td>\nTABLE 1 TILE ADHESIVE COMPOSITION REQUIREMENTS
TABLE 2 TILE ADHESIVE ADHESION REQUIREMENTS
TABLE 3 TILE ADHESIVE TENSILE\/ELONGATION REQUIREMENTS <\/td>\n<\/tr>\n
312<\/td>\nTABLE 4 SHORE ‘A’ HARDNESS REQUIREMENTS <\/td>\n<\/tr>\n
314<\/td>\nTESTING 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 <\/td>\n<\/tr>\n
316<\/td>\nFIGURE 1 SCREW AND EYE-BOLT LOCATIONS
FIGURE 2 ALTERNATE LOAD TRANSFER DEVICE <\/td>\n<\/tr>\n
317<\/td>\nTABLE 1 NUMBER OF BELL CHAMBER OR BONDED PULL TESTS TO BE CONDUCTED PER ROOF AREA <\/td>\n<\/tr>\n
319<\/td>\nTABLE 2 APPLIED LOAD INCREMENTS <\/td>\n<\/tr>\n
320<\/td>\nTABLE 3 MAXIMUM RECOMMENDED DEFLECTION FOR ADHERED COVERS ON STEEL DECK ROOFS BEFORE THE SAMPLE IS CONSIDERED SUSPECT <\/td>\n<\/tr>\n
322<\/td>\nTESTING APPLICATION STANDARD (TAS) 124-20 BELL CHAMBER TEST RESULTS <\/td>\n<\/tr>\n
326<\/td>\nROOF SYSTEM INFORMATION – DETAIL #1 <\/td>\n<\/tr>\n
327<\/td>\nBUILDING INFORMATION – DETAIL #2 <\/td>\n<\/tr>\n
328<\/td>\nROOF SYSTEM INFORMATION – DETAIL #3 <\/td>\n<\/tr>\n
330<\/td>\nTESTING APPLICATION STANDARD (TAS) 124-20 BONDED PULL TEST RESULTS <\/td>\n<\/tr>\n
334<\/td>\nROOF SYSTEM INFORMATION – DETAIL #1 <\/td>\n<\/tr>\n
335<\/td>\nBUILDING INFORMATION – DETAIL #2 <\/td>\n<\/tr>\n
336<\/td>\nROOF SYSTEM INFORMATION – DETAIL #3 <\/td>\n<\/tr>\n
338<\/td>\nTESTING APPLICATION STANDARD (TAS) 125-03 STANDARD REQUIREMENTS FOR METAL ROOFING SYSTEMS <\/td>\n<\/tr>\n
342<\/td>\nFIGURE 8-1 ASSEMBLED UPLIFT TEST APPARATUS FOR UL 580 <\/td>\n<\/tr>\n
345<\/td>\nTABLE T125-1 TEST PRESSURES <\/td>\n<\/tr>\n
356<\/td>\nFIGURE 9-1 SCHEMATIC OF TEST APPARATUS FOR ASTM E1592 UPLIFT TESTING <\/td>\n<\/tr>\n
357<\/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
358<\/td>\nTESTING APPLICATION STANDARD (TAS) 126-95 STANDARD PROCEDURES FOR ROOF MOISTURE SURVEYS <\/td>\n<\/tr>\n
366<\/td>\nTESTING APPLICATION STANDARD (TAS) 131-20 STANDARD REQUIREMENTS FOR UNREINFORCED THERMOPLASTIC OLEFIN ELASTOMER BASED SHEET USED IN SINGLE-PLY ROOF SYSTEMS <\/td>\n<\/tr>\n
368<\/td>\nTABLE 1 PHYSICAL REQUIREMENTS FOR UNREINFORCED TPO ELASTOMER SHEETS <\/td>\n<\/tr>\n
370<\/td>\nTESTING APPLICATION STANDARD (TAS) 132-95 STANDARD REQUIREMENTS FOR TESTING AND APPROVAL OF SEALANTS USED IN ROOFING <\/td>\n<\/tr>\n
371<\/td>\nPHYSICAL PROPERTY REQUIREMENTS
PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
372<\/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
373<\/td>\nTABLE 1PHYSICAL PROPERTY REQUIREMENTS FOR FIBERGLASS REINFORCED, COMPOSITE TILE, SHINGLES OR PANELS <\/td>\n<\/tr>\n
377<\/td>\nTABLE 2 PHYSICAL PROPERTY REQUIREMENTS FOR FIBER CEMENT SHINGLES, SHAKES OR PANELS <\/td>\n<\/tr>\n
378<\/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
382<\/td>\nTESTING APPLICATION STANDARD (TAS) 139-95 STANDARD REQUIREMENTS FOR WHITE ROOF PATCH SPECIFICATION <\/td>\n<\/tr>\n
386<\/td>\nTESTING APPLICATION STANDARD (TAS) 140-95 STANDARD REQUIREMENTS FOR NONFIBERED ROOF AND FOUNDATION COATINGS <\/td>\n<\/tr>\n
388<\/td>\nTESTING APPLICATION STANDARD (TAS) 141-95 STANDARD REQUIREMENTS FOR COAL TAR (CUTBACK) ROOF COATING, BRUSHING CONSISTENCY <\/td>\n<\/tr>\n
392<\/td>\nTESTING APPLICATION STANDARD (TAS) 142-95 STANDARD REQUIREMENTS FOR COAL TAR ROOF CEMENT, ASBESTOS FREE <\/td>\n<\/tr>\n
394<\/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
400<\/td>\nTESTING APPLICATION STANDARD (TAS) 201-94 IMPACT TEST PROCEDURES <\/td>\n<\/tr>\n
401<\/td>\nFIGURE 1 THREE (3) BASIC STORM PANEL ATTACHMENTS FOR TESTING <\/td>\n<\/tr>\n
406<\/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
407<\/td>\nFIGURE 1 THREE (3) BASIC STORM PANEL ATTACHMENTS FOR TESTING <\/td>\n<\/tr>\n
412<\/td>\nTESTING APPLICATION STANDARD (TAS) 203-94 CRITERIA FOR TESTING PRODUCTS SUBJECT TO CYCLIC WIND PRESSURE LOADING <\/td>\n<\/tr>\n
413<\/td>\nFIGURE 1 THREE (3) BASIC STORM PANEL ATTACHMENTS FOR TESTING <\/td>\n<\/tr>\n
416<\/td>\nTESTING APPLICATION STANDARD (TAS) 301-94 TESTING LABORATORY <\/td>\n<\/tr>\n
418<\/td>\nNATIONAL STORM SHELTER ASSOCIATION <\/td>\n<\/tr>\n
419<\/td>\nICC DIGITAL CODES PREMIUM <\/td>\n<\/tr>\n
420<\/td>\nICC EVALUATION SERVICE\u00ae <\/td>\n<\/tr>\n
421<\/td>\nGET THE NEW 2023 FLORIDA CODES: COMPLETE COLLECTION <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Florida Building Code -Test Protocols for High Velocity Hurricane Zone, Eighth Edition<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
FL<\/b><\/a><\/td>\n2023<\/td>\n421<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":438795,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2723],"product_tag":[],"class_list":{"0":"post-438790","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\/438790","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\/438795"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=438790"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=438790"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=438790"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}