{"id":212013,"date":"2024-10-19T13:43:08","date_gmt":"2024-10-19T13:43:08","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fl-floridatestprotocols-2020\/"},"modified":"2024-10-25T06:31:58","modified_gmt":"2024-10-25T06:31:58","slug":"fl-floridatestprotocols-2020","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fl\/fl-floridatestprotocols-2020\/","title":{"rendered":"FL FloridaTestProtocols 2020"},"content":{"rendered":"

The 7th Edition (2020) update to the Florida Building Code:Test Protocols for High Velocity Hurricane Zone updates the 6th Edition 2017 Florida Building Code: Test Protocols for High Velocity Hurricane Zone. Adopted state. Effective Date: December 31, 2020.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nFLORIDA BUILDING CODE – TEST PROTOCOLS FOR HIGH-VELOCITY HURRICANE ZONES SEVENTH EDITION (2020) <\/td>\n<\/tr>\n
2<\/td>\nFLORIDA BUILDING CODE – TEST PROTOCOLS FOR HIGH-VELOCITY HURRICANE ZONES SEVENTH EDITION (2020) 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 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
38<\/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\/OR BASE SHEETS TO SUBSTRATES <\/td>\n<\/tr>\n
44<\/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
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. 118-20 INSTALLATION OF MECHANICALLY FASTENED ROOF TILE SYSTEMS Direct Deck & Counter Battens Only <\/td>\n<\/tr>\n
57<\/td>\nPART I\u2014GENERAL
PART II \u2014MATERIALS <\/td>\n<\/tr>\n
59<\/td>\nPART III\u2014EXECUTION
DRAWING 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. 119-20 INSTALLATION OF MECHANICALLY FASTENED ROOF TILE SYSTEMS Direct Deck & Horizontal Battens Only
\n(Preformed Metals With Edge Returns) <\/td>\n<\/tr>\n
73<\/td>\nPART I\u2014GENERAL
PART II\u2014MATERIALS <\/td>\n<\/tr>\n
75<\/td>\nPART III\u2014EXECUTION
DRAWING 1 TYPICAL 30\/90 HOT MOP <\/td>\n<\/tr>\n
76<\/td>\nDRAWING 2 DRIP EDGE INSTALLATION <\/td>\n<\/tr>\n
78<\/td>\nDRAWING 3 PERFORMED CLOSED VALLEY (NAIL-ON SYSTEM)
DRAWING 4 VALLEY METAL DETAIL (NAIL-ON SYSTEM)
DRAWING 5 NAIL-ON VALLEY SYSTEM VALLEY METAL OVER TILE <\/td>\n<\/tr>\n
79<\/td>\nDRAWING 6 WALL FLASHING DETAIL (NAIL-ON SYSTEM) <\/td>\n<\/tr>\n
80<\/td>\nDRAWING 7 PLUMBING STACKS (NAIL-ON SYSTEMS)
DRAWING 8 PLUMBING STACKS FLASHING (NAIL-ON SYSTEMS)
DRAWING 9 EAVE TILE DETAIL (NAIL-ON EPDM EAVE ENCLOSURE) <\/td>\n<\/tr>\n
81<\/td>\nDRAWING 10 EAVE TILE DETAIL (NAIL-ON METAL EAVE ENCLOSURE)
DRAWING 11 EAVE TILE DETAIL (NAIL-ON ANTIPONDING ENCLOSURE) <\/td>\n<\/tr>\n
82<\/td>\nDRAWING 12 HIP RIDGE TILE NAILING DETAIL <\/td>\n<\/tr>\n
86<\/td>\nROOFING APPLICATION STANDARD (RAS) No. 120-20 MORTAR AND ADHESIVE SET TILE APPLICATION <\/td>\n<\/tr>\n
87<\/td>\nPART I\u2014GENERAL
PART II\u2014MATERIALS <\/td>\n<\/tr>\n
89<\/td>\nPART III\u2014EXECUTION <\/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
93<\/td>\nDRAWING 5 WALL FLASHING DETAIL (COUNTER FLASHING WITH CAULKED BEAD)
DRAWING 6 WALL FLASHING DETAIL (STUCCO STOP DETAIL) <\/td>\n<\/tr>\n
94<\/td>\nDRAWING 7 WALL FLASHING DETAIL (WALL FLASHING OVER CAP SHEET) <\/td>\n<\/tr>\n
95<\/td>\nDRAWING 8 LEAD STACK DETAIL (OVER THE CAPSHEET)
DRAWING 9 LEAD STACK DETAIL (OVER THE BASE SHEET) <\/td>\n<\/tr>\n
96<\/td>\nDRAWING 10 EAVE TILE DETAIL EPDM EAVE CLOSURE
DRAWING 11 EAVE TILE DETAIL (METAL EAVE ENCLOSURE)
DRAWING 12 EAVE TILE DETAIL ANTIPONDING METAL <\/td>\n<\/tr>\n
97<\/td>\nDRAWING 13 MORTAR (ADHESIVE) SET TILE
DRAWING 14 BARREL TILE INSTALLATION <\/td>\n<\/tr>\n
98<\/td>\nDRAWING 15 RIDGE BLOCKING DETAIL
DETAIL 1 <\/td>\n<\/tr>\n
99<\/td>\nDETAIL 2
DETAIL 3
DETAIL 4
DETAIL 5 <\/td>\n<\/tr>\n
102<\/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
103<\/td>\nTABLE 1 \u2014 GABLE ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE – \u2265 2:12 to \u2264 4:12 RISK CATEGORY II EXPOSURE CATEGORY \u201cC\u201d
TABLE 2 \u2014 GABLE ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE – > 4:12 to \u2264 6:12 RISK CATEGORY II EXPOSURE CATEGORY \u201cC\u201d <\/td>\n<\/tr>\n
104<\/td>\nTABLE 3 \u2014 GABLE ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE – > 6:12 to \u2264 12:12 RISK CATEGORY II EXPOSURE CATEGORY \u201cC\u201d
TABLE 4 \u2014 GABLE ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE – \u2265 2:12 to \u2264 4:12 RISK CATEGORY II EXPOSURE CATEGORY \u201cD\u201d <\/td>\n<\/tr>\n
105<\/td>\nTABLE 5 \u2014 GABLE ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE – > 4:12 to \u2264 6:12 RISK CATEGORY II EXPOSURE CATEGORY \u201cD\u201d
TABLE 6 \u2014 GABLE ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE – > 6:12 to \u2264 12:12 RISK CATEGORY II EXPOSURE CATEGORY \u201cD\u201d <\/td>\n<\/tr>\n
106<\/td>\nTABLE 7 \u2014 HIP ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE – \u2265 2:12 to \u2264 4:12 RISK CATEGORY II EXPOSURE CATEGORY \u201cC\u201d
TABLE 8 \u2014 HIP ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE – > 4:12 to \u2264 6:12 RISK CATEGORY II EXPOSURE CATEGORY \u201cC\u201d <\/td>\n<\/tr>\n
107<\/td>\nTABLE 9 \u2014 HIP ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE – > 6:12 to \u2264 12:12 RISK CATEGORY II EXPOSURE CATEGORY \u201cC\u201d
TABLE 10 \u2014 HIP ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE – \u2265 2:12 to \u2264 4:12 RISK CATEGORY II EXPOSURE CATEGORY \u201cD\u201d <\/td>\n<\/tr>\n
108<\/td>\nTABLE 11 \u2014 HIP ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE – > 4:12 to \u2264 6:12 RISK CATEGORY II EXPOSURE CATEGORY \u201cD\u201d
TABLE 12 \u2014 HIP ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE – > 6:12 to \u2264 12:12 RISK CATEGORY II EXPOSURE CATEGORY \u201cD\u201d <\/td>\n<\/tr>\n
109<\/td>\nTABLE 13 WHERE TO OBTAIN INFORMATION <\/td>\n<\/tr>\n
110<\/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 \u2014 MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE – \u2264 11\/2:12 RISK CATEGORY II EXPOSURE CATEGORY \u201cC\u201d <\/td>\n<\/tr>\n
111<\/td>\nTABLE 2 \u2014 MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE – \u2264 11\/2:12 RISK CATEGORY II EXPOSURE CATEGORY \u201cD\u201d <\/td>\n<\/tr>\n
112<\/td>\nROOFING APPLICATION STANDARD (RAS) No. 130-20 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
117<\/td>\nDETAIL A
DETAIL B <\/td>\n<\/tr>\n
118<\/td>\nDETAIL C
DETAIL D <\/td>\n<\/tr>\n
120<\/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
121<\/td>\nFIGURE 2 TYPICAL EAVE TERMINATION DETAIL WITH CLOSURE STRIP <\/td>\n<\/tr>\n
122<\/td>\nFIGURE 3 TYPICAL PROFILES OF RAKE WALL FLASHINGS
FIGURE 4 TYPICAL RAKE PROFILES <\/td>\n<\/tr>\n
123<\/td>\nFIGURE 6 TYPICAL CURB FLASHING <\/td>\n<\/tr>\n
124<\/td>\nFIGURE 7A PENETRATION FLASHING
FIGURE 7B PENETRATION FLASHING
FIGURE 8 ELASTOMERIC FLASHING <\/td>\n<\/tr>\n
125<\/td>\nFIGURE 9 RECOMMENDED STANDING SEAM VALLEY <\/td>\n<\/tr>\n
126<\/td>\nFIGURE 10 RIBBED PANEL VALLEY
FIGURE 11 SEALED LOW SLOPE VALLEY LAP <\/td>\n<\/tr>\n
127<\/td>\nFIGURE 12 TRANSITION WITH KNEE BENDS
FIGURE 13 TRANSITION FLASHINGS AT HEADWALL CONDITION <\/td>\n<\/tr>\n
128<\/td>\nROOFING APPLICATION STANDARD (RAS) No. 137 STANDARD REQUIREMENTS FOR MECHANICAL ATTACHMENT OF SINGLE-PLY ROOF COVERINGS TO VARIOUS SUBSTRATES <\/td>\n<\/tr>\n
132<\/td>\nROOFING APPLICATION STANDARD (RAS) No. 150 PRESCRIPTIVE BUR REQUIREMENTS <\/td>\n<\/tr>\n
133<\/td>\nTABLE 1 <\/td>\n<\/tr>\n
137<\/td>\nTABLE 2 MECHANICALLY FASTENED INSULATION FOR BUILDINGS 40 FEET OR LESS IN HEIGHT <\/td>\n<\/tr>\n
140<\/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
141<\/td>\nFIGURE 1 WIND DRIVEN RAIN TEST FRAME
FIGURE 2 WIND DRIVEN RAIN WIND TUNNEL <\/td>\n<\/tr>\n
146<\/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
150<\/td>\nTABLE 1 WINDSPEED AND WATER SPRAY INTERVALS FOR WIND DRIVEN RAIN RESISTANCE TESTING <\/td>\n<\/tr>\n
151<\/td>\nTABLE 2 WINDSPEED INTERVALS FOR INCREASED WIND RESISTANCE TESTING OF STATIC VENTS, TURBINES1 OR POWERED VENTS <\/td>\n<\/tr>\n
152<\/td>\nTABLE 3 INCREASED WINDSPEED VS. INSTALLATION HEIGHT <\/td>\n<\/tr>\n
154<\/td>\nFIGURE 1A WIND DRIVEN RAIN TEST FRAME, FRONT VIEW
FIGURE 1B WIND DRIVEN RAIN TEST FRAME, SIDE VIEW <\/td>\n<\/tr>\n
155<\/td>\nFIGURE 2 WIND DRIVEN RAIN WIND TUNNEL <\/td>\n<\/tr>\n
156<\/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
164<\/td>\nFIGURE 1 STATIC UPLIFT APPARATUS <\/td>\n<\/tr>\n
166<\/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
174<\/td>\nFIGURE 1 STATIC UPLIFT TEST APPARATUS <\/td>\n<\/tr>\n
176<\/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
184<\/td>\nFIGURE 1 STATIC UPLIFT TEST APPARATUS <\/td>\n<\/tr>\n
186<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 103-20 TEST PROCEDURE FOR SELF-ADHERED UNDERLAYMENTS FOR USE IN TILE ROOF SYSTEMS <\/td>\n<\/tr>\n
189<\/td>\nTABLE 1 MINIMUM BREAKING STRENGTH VALUES
TABLE 2 MINIMUM ELONGATION VALUES (%) <\/td>\n<\/tr>\n
195<\/td>\nTABLE 24.1
TABLE 24.2 <\/td>\n<\/tr>\n
196<\/td>\nFIGURE 1 <\/td>\n<\/tr>\n
198<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 104-20 TEST PROCEDURE FOR NAIL-ON UNDERLAYMENT FOR USE IN TILE ROOF SYSTEMS <\/td>\n<\/tr>\n
200<\/td>\nTABLE 1 MINIMUM BREAKING STRENGTH VALUES (%)
TABLE 2 MINIMUM ELONGATION VALUES (%) <\/td>\n<\/tr>\n
205<\/td>\nTABLE 20.1
TABLE 20.2 <\/td>\n<\/tr>\n
206<\/td>\nFIGURE 1
FIGURE 2 <\/td>\n<\/tr>\n
208<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 105-20 TEST PROCEDURE FOR FIELD WITHDRAWAL RESISTANCE TESTING <\/td>\n<\/tr>\n
210<\/td>\nTABLE 1 VALUES FOR T-ESTIMATOR AT 95% PROBABILITY <\/td>\n<\/tr>\n
212<\/td>\nTESTING APPLICATION STANDARD (TAS) 105-20 APPENDIX A FIELD WITHDRAWAL RESISTANCE TEST RESULTS REPORT <\/td>\n<\/tr>\n
215<\/td>\nFIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET <\/td>\n<\/tr>\n
218<\/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
220<\/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
224<\/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
231<\/td>\nFIGURE 1 WIND TUNNEL TEST APPARATUS
FIGURE 2 WIND TUNNEL TEST APPARATUS (SIDE VIEW) <\/td>\n<\/tr>\n
232<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 110-2000 TESTING REQUIREMENTS FOR PHYSICAL PROPERTIES OF ROOF MEMBRANES, INSULATION, COATINGS AND OTHER ROOFING COMPONENTS
TABLE 2(A)
TABLE 2(B) <\/td>\n<\/tr>\n
233<\/td>\nTABLE 3
TABLE 4 <\/td>\n<\/tr>\n
234<\/td>\nTABLE 5
TABLE 6
TABLE 7 <\/td>\n<\/tr>\n
235<\/td>\nTABLE 8
TABLE 9 <\/td>\n<\/tr>\n
236<\/td>\nTABLE 10
TABLE 11(A) <\/td>\n<\/tr>\n
237<\/td>\nTABLE 11(B) <\/td>\n<\/tr>\n
238<\/td>\nTABLE 14
TABLE 15 <\/td>\n<\/tr>\n
239<\/td>\nTABLE 17 <\/td>\n<\/tr>\n
240<\/td>\nASTM <\/td>\n<\/tr>\n
242<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 111(A)-95 TEST PROCEDURE FOR ROOF EDGE TERMINATION PERFORMANCE <\/td>\n<\/tr>\n
244<\/td>\nFIGURE 1 MEMBRANE TERMINATION PERFORMANCE TEST CONFIGURATION OPTION TERMINATION
FIGURE 2 MEMBRANE TERMINATION PERFORMANCE TEST CONFIGURATION OPTION <\/td>\n<\/tr>\n
246<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 111(B)-95 TEST PROCEDURE FOR EDGE METAL PULL-OFF PERFORMANCE <\/td>\n<\/tr>\n
248<\/td>\nFIGURE 1 VIEW OF OUTWARD LOADING OF EDGE METAL VERTICAL FLANGE (UPWARD LOADING OF HORIZONTAL FLANGE ALSO REQUIRED) <\/td>\n<\/tr>\n
250<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 111(C)-95 TEST PROCEDURE FOR COPING CAP PULL-OFF PERFORMANCE <\/td>\n<\/tr>\n
252<\/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
254<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 112-95 STANDARD REQUIREMENTS FOR CONCRETE ROOF TILES <\/td>\n<\/tr>\n
259<\/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
261<\/td>\nFIGURE 1 TRANSVERSE STRENGTH TEST APPARATUS
FIGURE 2 PERMEABILITY TEST APPARATUS <\/td>\n<\/tr>\n
262<\/td>\nTESTING APPLICATION STANDARD (TAS) No. 112-95 APPENDIX A CLARIFICATION OF TESTING FREQUENCY AND SAMPLING METHOD <\/td>\n<\/tr>\n
264<\/td>\nTESTING APPLICATION STANDARD (TAS) 114-11 TEST PROCEDURES FOR ROOFING ASSEMBLIES IN THE HIGH-VELOCITY HURRICANE ZONE JURISDICTION
TABLE OF CONTENTS <\/td>\n<\/tr>\n
266<\/td>\n1. SCOPE
2. REFERENCED DOCUMENTS <\/td>\n<\/tr>\n
267<\/td>\n3. TERMINOLOGY & UNITS
4. SIGNIFICANCE OF USE <\/td>\n<\/tr>\n
268<\/td>\n5. GENERAL INFORMATION
6. APPLICABLE DOCUMENTS AND GLOSSARY <\/td>\n<\/tr>\n
270<\/td>\n7. GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
271<\/td>\n8. PERFORMANCE REQUIREMENTS AND TESTS <\/td>\n<\/tr>\n
276<\/td>\nTESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX A TEST PROCEDURE FOR ABOVE DECK COMBUSTIBILITY ASTM E108 <\/td>\n<\/tr>\n
278<\/td>\nTESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX B TEST PROCEDURE FOR SIMULATED DYNAMIC UPLIFT PRESSURE RESISTANCE OF MECHANICALLY ATTACHED ROOFING ASSEMBLIES <\/td>\n<\/tr>\n
280<\/td>\nTABLE B1 DYNAMIC PRESSURE GUST INTERVALS <\/td>\n<\/tr>\n
281<\/td>\nFIGURE B1 DYNAMIC UPLIFT TEST APPARATUS <\/td>\n<\/tr>\n
282<\/td>\nTESTING APPLICATION STANDARD (TAS) 114-95 APPENDIX C TEST PROCEDURE FOR SIMULATED UPLIFT PRESSURE RESISTANCE OF ROOFING ASSEMBLIES <\/td>\n<\/tr>\n
283<\/td>\nTABLE C1 UPLIFT PRESSURE INTERVALS <\/td>\n<\/tr>\n
285<\/td>\nFIGURE C1 UPLIFT PRESSURE TEST APPARATUS
FIGURE C2 UPLIFT PRESSURE TEST SPECIMEN MOUNTED IN TEST <\/td>\n<\/tr>\n
286<\/td>\nTESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX D TEST PROCEDURE FOR SIMULATED UPLIFT PRESSURE RESISTANCE OF ADHERED ROOFING ASSEMBLIES <\/td>\n<\/tr>\n
287<\/td>\nAPPARATUS TABLE D1 UPLIFT LOAD INTERVALS AND CORRESPONDING PRESSURES <\/td>\n<\/tr>\n
288<\/td>\nTESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX E TEST PROCEDURE FOR CORROSION RESISTANCE OF FASTENERS, BATTEN BARS AND STRESS DISTRIBUTION PLATES <\/td>\n<\/tr>\n
292<\/td>\nTESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX F TEST PROCEDURE FOR SUSCEPTIBILITY TO HAIL DAMAGE FOR ROOFING SYSTEMS <\/td>\n<\/tr>\n
294<\/td>\nTESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX G TEST PROCEDURE FOR SUSCEPTIBILITY TO LEAKAGE FOR ROOFING SYSTEMS <\/td>\n<\/tr>\n
296<\/td>\nTESTING APPLICATION STANDARD (TAS) 114-95 APPENDIX H TEST PROCEDURES FOR SMALL SCALE QC AND PHYSICAL PROPERTIES OF APPROVED ROOFING SYSTEMS <\/td>\n<\/tr>\n
298<\/td>\nTESTING APPLICATION STANDARD (TAS) 114-95 APPENDIX I TEST PROCEDURE FOR STATIC AND DYNAMIC PUNCTURE RESISTANCE OF ROOFING ASSEMBLIES <\/td>\n<\/tr>\n
303<\/td>\nFIGURE I1 STATIC PUNCTURE TEST APPARATUS
FIGURE I2 DYNAMIC PUNCTURE TEST APPARATUS <\/td>\n<\/tr>\n
304<\/td>\nFIGURE I3 TYPICAL DYNAMIC PUNCTURE HEAD <\/td>\n<\/tr>\n
306<\/td>\nTESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX J TEST PROCEDURE FOR 12 FOOT BY 24 FOOT SIMULATED UPLIFT PRESSURE RESISTANCE OF ROOFING ASSEMBLIES <\/td>\n<\/tr>\n
308<\/td>\nTABLE J112 FOOT BY 24 FOOT UPLIFT PRESSURE INTERVALS <\/td>\n<\/tr>\n
310<\/td>\nTESTING APPLICATION STANDARD (TAS) 116-95 TEST PROCEDURE FOR AIR PERMEABILITY TESTING OF RIGID, DISCONTINUOUS ROOF SYSTEMS <\/td>\n<\/tr>\n
313<\/td>\nTABLE 1 NUMBER OF COURSES AND NUMBER OF COMPONENTS PER COURSE <\/td>\n<\/tr>\n
315<\/td>\nFIGURE 1 AIR PERMEABILITY TEST APPARATUS <\/td>\n<\/tr>\n
316<\/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
320<\/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
323<\/td>\nFIGURE 1 HOLDING DEVICE CONFIGURATION
FIGURE 2 HOLDING DEVICE CONFIGURATION FOR LAPPED TEST SPECIMENS <\/td>\n<\/tr>\n
324<\/td>\nFIGURE 3 HOLDING DEVICE CONFIGURATION FOR ROOFING OR CAP NAIL TESTING
FIGURE 4 VIEW OF DYNAMIC PULL-THROUGH TESTING <\/td>\n<\/tr>\n
326<\/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
328<\/td>\nTABLE 1 FASTENER ASSEMBLY PULL-OFF VALUES VS. DROP HEIGHT <\/td>\n<\/tr>\n
329<\/td>\nFIGURE 1 DIAGRAM OF DYNAMIC PULL-OFF TEST APPARATUS <\/td>\n<\/tr>\n
330<\/td>\nFIGURE 2 DIAGRAM OF WIRE REINFORCED TEST STRAP
FIGURE 3 PHOTOGRAPH OF TYPICAL WIRE REINFORCED TEST STRAP <\/td>\n<\/tr>\n
331<\/td>\nFIGURE 4 PHOTOGRAPH OF DYNAMIC PULL-OFF TESTING
FIGURE 5 PHOTOGRAPH OF DYNAMIC PULL-OFF TESTING <\/td>\n<\/tr>\n
332<\/td>\nTESTING APPLICATION STANDARD (TAS) 121-95 STANDARD REQUIREMENTS FOR TESTING AND APPROVAL OF ROOFING ADHESIVES, MASTICS AND COATINGS <\/td>\n<\/tr>\n
334<\/td>\nTESTING APPLICATION STANDARD (TAS) 123-95 STANDARD REQUIREMENTS FOR MORTAR USED IN MORTAR SET TILE SYSTEMS <\/td>\n<\/tr>\n
336<\/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
337<\/td>\nTABLE 1 TILE ADHESIVE COMPOSITION REQUIREMENTS
TABLE 2 TILE ADHESIVE ADHESION REQUIREMENTS
TABLE 3 TILE ADHESIVE TENSILE\/ELONGATION REQUIREMENTS <\/td>\n<\/tr>\n
338<\/td>\nTABLE 4 SHORE ‘A’ HARDNESS REQUIREMENTS <\/td>\n<\/tr>\n
340<\/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
342<\/td>\nFIGURE 1 SCREW AND EYE-BOLT LOCATIONS
FIGURE 2 ALTERNATE LOAD TRANSFER DEVICE <\/td>\n<\/tr>\n
343<\/td>\nTABLE 1 NUMBER OF BELL CHAMBER OR BONDED PULL TESTS TO BE CONDUCTED PER ROOF AREA <\/td>\n<\/tr>\n
345<\/td>\nTABLE 2 APPLIED LOAD INCREMENTS <\/td>\n<\/tr>\n
348<\/td>\nTESTING APPLICATION STANDARD (TAS) 124-20 BELL CHAMBER TEST RESULTS <\/td>\n<\/tr>\n
352<\/td>\nROOF SYSTEM INFORMATION – DETAIL #1 <\/td>\n<\/tr>\n
353<\/td>\nBUILDING INFORMATION – DETAIL #2 <\/td>\n<\/tr>\n
354<\/td>\nROOF SYSTEM INFORMATION – DETAIL #3 <\/td>\n<\/tr>\n
356<\/td>\nTESTING APPLICATION STANDARD (TAS) 124-20 BONDED PULL TEST RESULTS <\/td>\n<\/tr>\n
360<\/td>\nROOF SYSTEM INFORMATION – DETAIL #1 <\/td>\n<\/tr>\n
361<\/td>\nBUILDING INFORMATION – DETAIL #2 <\/td>\n<\/tr>\n
362<\/td>\nROOF SYSTEM INFORMATION – DETAIL #3 <\/td>\n<\/tr>\n
364<\/td>\nTESTING APPLICATION STANDARD (TAS) 125-03 STANDARD REQUIREMENTS FOR METAL ROOFING SYSTEMS <\/td>\n<\/tr>\n
368<\/td>\nFIGURE 8-1 ASSEMBLED UPLIFT TEST APPARATUS FOR UL 580 <\/td>\n<\/tr>\n
371<\/td>\nTABLE T125-1 TEST PRESSURES <\/td>\n<\/tr>\n
382<\/td>\nFIGURE 9-1 SCHEMATIC OF TEST APPARATUS FOR ASTM E1592 UPLIFT TESTING <\/td>\n<\/tr>\n
383<\/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
384<\/td>\nTESTING APPLICATION STANDARD (TAS) 126-95 STANDARD PROCEDURES FOR ROOF MOISTURE SURVEYS <\/td>\n<\/tr>\n
392<\/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
394<\/td>\nTABLE 1 PHYSICAL REQUIREMENTS FOR UNREINFORCED TPO ELASTOMER SHEETS <\/td>\n<\/tr>\n
396<\/td>\nTESTING APPLICATION STANDARD (TAS) 132-95 STANDARD REQUIREMENTS FOR TESTING AND APPROVAL OF SEALANTS USED IN ROOFING <\/td>\n<\/tr>\n
397<\/td>\nPHYSICAL PROPERTY REQUIREMENTS
PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
398<\/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
399<\/td>\nTABLE 1 PHYSICAL PROPERTY REQUIREMENTS FOR FIBERGLASS REINFORCED, COMPOSITE TILE, SHINGLES OR PANELS <\/td>\n<\/tr>\n
404<\/td>\nTABLE 2 PHYSICAL PROPERTY REQUIREMENTS FOR FIBER CEMENT SHINGLES, SHAKES OR PANELS <\/td>\n<\/tr>\n
406<\/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
410<\/td>\nTESTING APPLICATION STANDARD (TAS) 139-95 STANDARD REQUIREMENTS FOR WHITE ROOF PATCH SPECIFICATION <\/td>\n<\/tr>\n
414<\/td>\nTESTING APPLICATION STANDARD (TAS) 140-95 STANDARD REQUIREMENTS FOR NONFIBERED ROOF AND FOUNDATION COATINGS <\/td>\n<\/tr>\n
416<\/td>\nTESTING APPLICATION STANDARD (TAS) 141-95 STANDARD REQUIREMENTS FOR COAL TAR (CUTBACK) ROOF COATING, BRUSHING CONSISTENCY <\/td>\n<\/tr>\n
420<\/td>\nTESTING APPLICATION STANDARD (TAS) 142-95 STANDARD REQUIREMENTS FOR COAL TAR ROOF CEMENT, ASBESTOS FREE <\/td>\n<\/tr>\n
422<\/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
428<\/td>\nTESTING APPLICATION STANDARD (TAS) 201-94 IMPACT TEST PROCEDURES <\/td>\n<\/tr>\n
429<\/td>\nFIGURE 1 THREE (3) BASIC STORM PANEL ATTACHMENTS FOR TESTING <\/td>\n<\/tr>\n
434<\/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
435<\/td>\nFIGURE 1 THREE (3) BASIC STORM PANEL ATTACHMENTS FOR TESTING <\/td>\n<\/tr>\n
440<\/td>\nTESTING APPLICATION STANDARD (TAS) 203-94 CRITERIA FOR TESTING PRODUCTS SUBJECT TO CYCLIC WIND PRESSURE LOADING <\/td>\n<\/tr>\n
441<\/td>\nFIGURE 1 THREE (3) BASIC STORM PANEL ATTACHMENTS FOR TESTING <\/td>\n<\/tr>\n
444<\/td>\nTESTING APPLICATION STANDARD (TAS) 301-94 TESTING LABORATORY <\/td>\n<\/tr>\n
448<\/td>\nTOP TOOLS FOR STRUCTURAL DESIGN <\/td>\n<\/tr>\n
449<\/td>\nICC EVALUATION SERVICE <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Florida Building Code -Test Protocols for High Velocity Hurricane Zone, Seventh 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>\n2020<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":212016,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2723],"product_tag":[],"class_list":{"0":"post-212013","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\/212013","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\/212016"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=212013"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=212013"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=212013"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}