{"id":334531,"date":"2024-10-19T23:19:36","date_gmt":"2024-10-19T23:19:36","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fema-p-1100seismicretrofitfamilydwellingspre-standard-2019\/"},"modified":"2024-10-25T22:18:00","modified_gmt":"2024-10-25T22:18:00","slug":"fema-p-1100seismicretrofitfamilydwellingspre-standard-2019","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fema\/fema-p-1100seismicretrofitfamilydwellingspre-standard-2019\/","title":{"rendered":"FEMA P 1100SeismicRetrofitFamilyDwellingsPre standard 2019"},"content":{"rendered":"

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nFEMA P-1100 <\/td>\n<\/tr>\n
3<\/td>\nVulnerability-Based Seismic Assessment and Retrofit of One- and Two-Family Dwellings Volume 1 – Prestandard <\/td>\n<\/tr>\n
5<\/td>\nPreface <\/td>\n<\/tr>\n
7<\/td>\nTable of Contents <\/td>\n<\/tr>\n
13<\/td>\nList of Figures <\/td>\n<\/tr>\n
19<\/td>\nList of Tables <\/td>\n<\/tr>\n
21<\/td>\nCh1: Scope and Administration
1.1 Prestandard Scope <\/td>\n<\/tr>\n
22<\/td>\n1.2 Prestandard Purpose
1.3 Alternative Methods
1.4 Use of This Prestandard <\/td>\n<\/tr>\n
23<\/td>\n1.4.1 Partial Retrofit
1.4.2 Phased Retrofit
1.4.3 New Work
1.5 Combinations of Seismic Vulnerabilities <\/td>\n<\/tr>\n
24<\/td>\n1.6 Site Seismicity
1.7 Assessment and Retrofit Methodologies
1.7.1 Assessment Methodologies <\/td>\n<\/tr>\n
25<\/td>\n1.7.2 Retrofit Methodologies
1.8 Limitations of Use <\/td>\n<\/tr>\n
26<\/td>\n1.9 Conditions Beyond the Scope of this Prestandard
1.10 Administrative Provisions <\/td>\n<\/tr>\n
33<\/td>\n2.1 Definitions <\/td>\n<\/tr>\n
40<\/td>\n2.2 Notation <\/td>\n<\/tr>\n
41<\/td>\n2.3 Sources of Definitions
2.4 Abbreviations <\/td>\n<\/tr>\n
43<\/td>\nCh3: Minimum Construction Requirements
3.1 General
3.1.1 Existing Conditions
3.1.2 Shoring and Bracing
3.2 Materials
3.2.1 Sawn Lumber <\/td>\n<\/tr>\n
44<\/td>\n3.2.2 Preservative Treated Lumber
3.2.3 Wood Structural Panel Sheathing
3.2.4 Cold-Formed Steel
3.2.5 Minimum Fastening <\/td>\n<\/tr>\n
48<\/td>\n3.2.6 Connectors
3.2.7 Concrete
3.2.8 Reinforcing Steel
3.2.9 Structural Steel <\/td>\n<\/tr>\n
49<\/td>\n3.2.10 Bolts and Threaded Rods
3.2.11 Post-Installed Anchors
3.2.12 Proprietary Shear Walls
3.3 Installation
3.3.1 General
3.3.2 Notching and Boring <\/td>\n<\/tr>\n
51<\/td>\n3.3.3 Anchorage to Existing Concrete
3.3.4 Anchor Bolt Installation <\/td>\n<\/tr>\n
52<\/td>\n3.3.5 Wood Structural Panel Sheathing
3.3.6 Fasteners
3.3.7 Connectors
3.3.8 Structural Steel <\/td>\n<\/tr>\n
53<\/td>\n3.3.9 Reinforcing Steel
3.3.10 Crawlspace Ventilation and Access Openings
3.3.11 Special Inspections <\/td>\n<\/tr>\n
55<\/td>\nCh4: Vulnerability-Based Assessment and Retrofit of Crawlspace Dwellings
4.1 General <\/td>\n<\/tr>\n
56<\/td>\n4.1.1 Use of this Chapter
4.1.2 Vulnerability-Based Assessment and Retrofit Methods <\/td>\n<\/tr>\n
57<\/td>\n4.1.3 Prescriptive Retrofit
4.1.4 Simplified Engineered Retrofit <\/td>\n<\/tr>\n
58<\/td>\n4.2 Definitions and Minimum Requirements
4.3 Vulnerability-Based Assessment
4.3.1 Scope <\/td>\n<\/tr>\n
59<\/td>\n4.3.2 Simplified Assessment <\/td>\n<\/tr>\n
60<\/td>\n4.3.3 Detailed Assessment
4.3.4 Engineered Assessment <\/td>\n<\/tr>\n
61<\/td>\n4.4 Prescriptive Vulnerability-Based Retrofit
4.4.1 Scope
4.4.2 Determination of Seismic Design Category
4.4.3 Determination of Weight Classification <\/td>\n<\/tr>\n
62<\/td>\n4.4.4 Foundations
4.4.5 Foundation Sill Plate Anchorage to the Foundation
4.4.6 Cripple Wall Sheathing <\/td>\n<\/tr>\n
63<\/td>\n4.4.7 Additional Requirements for Cripple Walls with Tie-Downs
4.4.7.1 Existing Foundation Requirements
4.4.7.2 Existing Foundation Visual Verification and Testing Requirements
4.4.7.2.1 Visual Verification
4.4.7.2.2 Existing Foundation Quality Requirements <\/td>\n<\/tr>\n
64<\/td>\n4.4.7.2.3 Existing Foundation Tension Test Requirements
4.4.7.2.4 Adhesive Anchor Installation Verification <\/td>\n<\/tr>\n
65<\/td>\n4.4.7.3 Tie-Down Requirements
4.4.8 Connection to Dwelling Above
4.4.9 Additional Requirements for Non-Rectangular Dwellings with \u201cT\u201d or \u201cL\u201d Plan Configurations <\/td>\n<\/tr>\n
66<\/td>\n4.4.10 Special Provisions for One-Story Homes with Clay Tile Roofing
4.5 Simplified Engineered Vulnerability-Based Retrofit
4.5.1 General <\/td>\n<\/tr>\n
67<\/td>\n4.5.2 Additional Simplifying Assumptions <\/td>\n<\/tr>\n
85<\/td>\nCh5: Vulnerability-Based Assessment and Retrofit of Living-Space-Over-Garage Dwellings
5.1 General
5.1.1 Use of this Chapter
5.1.2 Vulnerability-Based Assessment and Retrofit Methods
5.1.3 Prescriptive Retrofit <\/td>\n<\/tr>\n
86<\/td>\n5.1.4 Simplified Engineered Retrofit <\/td>\n<\/tr>\n
87<\/td>\n5.2 Definitions and Minimum Requirements
5.3 Vulnerability-Based Assessment
5.3.1 Scope
5.3.2 Simplified Assessment <\/td>\n<\/tr>\n
88<\/td>\n5.3.3 Detailed Assessment
5.3.4 Engineered Assessment
5.4 Prescriptive Vulnerability-Based Retrofit
5.4.1 Scope <\/td>\n<\/tr>\n
89<\/td>\n5.4.2 Determination of Earthquake Retrofit Schedule
5.4.3 Determination of Weight Classification
5.4.4 Determination of Building Area
5.4.5 Determination of Building Retrofit Type <\/td>\n<\/tr>\n
90<\/td>\n5.4.6 Wood Structural Panel Shear Wall Retrofit
5.4.6.1 Wood Structural Panel Shear Wall Sheathing
5.4.6.2 Foundation for Wood Structural Shear Panel
5.4.6.3 Tie-Downs to Existing Foundations <\/td>\n<\/tr>\n
91<\/td>\n5.4.6.4 Existing Foundation Visual Verification and Testing Requirements
5.4.6.4.1 Visual Verification
5.4.6.4.2 Existing Foundation Quality Requirements
5.4.6.4.3 Existing Foundation Tension Test Requirements <\/td>\n<\/tr>\n
92<\/td>\n5.4.6.4.4 Adhesive Anchor Installation Verification
5.4.6.5 Foundation Sill Plate Anchorage to the Foundation <\/td>\n<\/tr>\n
93<\/td>\n5.4.6.6 Connection to Dwelling Above
5.4.7 Steel Retrofit Column
5.4.7.1 Steel Column
5.4.7.2 Foundation for Steel Column
5.4.7.3 Collector for Steel Column
5.4.8 Proprietary Shear Wall Retrofit
5.4.8.1 Proprietary Shear Wall <\/td>\n<\/tr>\n
94<\/td>\n5.4.8.2 Foundation for Proprietary Shear Wall
5.4.8.3 Collector for Proprietary Shear Wall
5.5 Simplified Engineered Vulnerability-Based Retrofit
5.5.1 General <\/td>\n<\/tr>\n
96<\/td>\n5.5.2 Additional Simplifying Assumptions <\/td>\n<\/tr>\n
97<\/td>\n5.5.3 Design of Steel Column Retrofit
Exceptions
5.5.4 Design of Proprietary Shear Wall Retrofit <\/td>\n<\/tr>\n
129<\/td>\nCh6: Vulnerability-Based Assessment and Retrofit of Hillside Dwellings
6.1 General <\/td>\n<\/tr>\n
130<\/td>\n6.1.1 Use of this Chapter
6.1.2 Vulnerability-Based Assessment and Retrofit Methods
6.2 Definitions and Minimum Requirements <\/td>\n<\/tr>\n
131<\/td>\n6.3 Vulnerability-Based Assessment
6.3.1 Scope <\/td>\n<\/tr>\n
132<\/td>\n6.3.2 Detailed Assessment
6.3.3 Engineered Assessment <\/td>\n<\/tr>\n
133<\/td>\n6.4 Prescriptive Vulnerability-Based Retrofit
6.5 Simplified Engineered Vulnerability-Based Retrofit
6.5.1 Scope
6.5.2 General
6.5.2.1 Seismic Base Shear for Foundation Retrofit <\/td>\n<\/tr>\n
134<\/td>\n6.5.2.2 Seismic Base Shear for Other Retrofits
6.5.3 Retrofit of Foundations <\/td>\n<\/tr>\n
135<\/td>\n6.5.4 Retrofit of Base-Level Diaphragm Anchorage
6.5.4.1 Design of Primary Anchors <\/td>\n<\/tr>\n
137<\/td>\n6.5.4.2 Design of Secondary Anchors
6.5.4.3 Design of Shear Anchors <\/td>\n<\/tr>\n
138<\/td>\n6.5.5 Retrofit of Perimeter-Framed Crawlspace Walls <\/td>\n<\/tr>\n
143<\/td>\nCh7: Vulnerability-Based Assessment and Retrofit of Masonry Chimneys and Fireplace Surrounds
7.1 General
7.1.1 Use of this Chapter
7.1.2 Vulnerability-Based Assessment and Retrofit Methods <\/td>\n<\/tr>\n
144<\/td>\n7.1.3 Prescriptive Retrofit of Masonry Chimneys
7.1.4 Engineered Retrofit of Masonry Chimneys
7.2 Definitions and Minimum Requirements
7.3 Vulnerability-Based Assessment
7.3.1 Scope
7.3.2 Simplified Assessment of Chimneys <\/td>\n<\/tr>\n
145<\/td>\n7.3.3 Detailed Assessment of Chimneys <\/td>\n<\/tr>\n
146<\/td>\n7.3.4 Simplified Assessment of Masonry Fireplace Surrounds
7.3.5 Detailed Assessment of Masonry Fireplace Surrounds <\/td>\n<\/tr>\n
147<\/td>\n7.4 Chimney Prescriptive Retrofit
7.4.1 Scope <\/td>\n<\/tr>\n
148<\/td>\n7.4.2 Capping of Chimney at Roof, Floor, or Ceiling Level
7.4.2.1 Chimney Partial Removal and Capping <\/td>\n<\/tr>\n
150<\/td>\n7.4.2.2 Interior of the Firebox
7.4.3 Reconstruction from the Chimney Base
7.4.3.1 Chimney Partial Removal <\/td>\n<\/tr>\n
151<\/td>\n7.4.3.2 Reconstruction <\/td>\n<\/tr>\n
154<\/td>\n7.4.3.3 Chimney Transition <\/td>\n<\/tr>\n
155<\/td>\n7.4.4 Reconstruction from Chimney Base using a Factory-Built Fireplace Insert
7.4.4.1 Chimney Partial Removal
7.4.4.2 Reconstruction <\/td>\n<\/tr>\n
156<\/td>\n7.4.4.3 Insert-to-Chimney Transition
7.4.5 Full Reconstruction of Firebox and Chimney Using Factory-Built Components <\/td>\n<\/tr>\n
157<\/td>\n7.4.5.1 Chimney and Firebox Removal
7.4.5.2 Reconstruction <\/td>\n<\/tr>\n
159<\/td>\n7.5 Masonry Fireplace Surround Prescriptive Retrofit
7.6 Engineered Retrofit of Masonry Chimneys
7.6.1 Building Code-Based Retrofit <\/td>\n<\/tr>\n
160<\/td>\n7.6.2 Performance-Based Retrofit <\/td>\n<\/tr>\n
161<\/td>\nCh8: Detailed Vulnerability-Based Assessment
8.1 Foundation <\/td>\n<\/tr>\n
162<\/td>\n8.2 Foundation Sill Plate Anchorage to Foundation <\/td>\n<\/tr>\n
164<\/td>\n8.3 Bracing Wall Sheathing <\/td>\n<\/tr>\n
166<\/td>\n8.4 Floor Framing Rim Joist and Blocking <\/td>\n<\/tr>\n
168<\/td>\n8.5 Requirements for Ground Story Bracing Walls for Living-Space-Over Garage Dwellings
8.5.1 1994 or 1997 UBC Conventional Construction Provisions <\/td>\n<\/tr>\n
170<\/td>\n8.5.2 1997 UBC Engineered Seismic Design Provisions
8.5.3 2000 or later IRC Seismic Wall Bracing Provisions
8.5.4 2000 or later IBC Engineered Seismic Design Provisions <\/td>\n<\/tr>\n
171<\/td>\nCommentary
C.1 Scope and Administration
C.1.1 Prestandard Scope <\/td>\n<\/tr>\n
175<\/td>\nC.1.2 Prestandard Purpose <\/td>\n<\/tr>\n
177<\/td>\nC.1.3 Alternative Methods
C.1.4 Use of This Prestandard <\/td>\n<\/tr>\n
179<\/td>\nC.1.5 Combinations of Seismic Vulnerabilities <\/td>\n<\/tr>\n
181<\/td>\nC.1.6 Site Seismicity
C.1.7 Assessment and Retrofit Methodologies <\/td>\n<\/tr>\n
182<\/td>\nC.1.8 Limitations of Use <\/td>\n<\/tr>\n
183<\/td>\nC.1.9 Conditions Beyond the Scope of this Prestandard
C.1.10 Administrative Provisions <\/td>\n<\/tr>\n
184<\/td>\nC.2 Definitions, Notation, and Abbreviations
C.2.1 Definitions <\/td>\n<\/tr>\n
190<\/td>\nC.2.2 Notation
C.2.3 Sources of Definitions
C.2.4 Abbreviations
C.3 Minimum Construction Requirements <\/td>\n<\/tr>\n
191<\/td>\nC.3.1 General
C.3.2 Materials <\/td>\n<\/tr>\n
193<\/td>\nC.3.3 Installation <\/td>\n<\/tr>\n
194<\/td>\nC.4 Vulnerability-Based Assessment and Retrofit of Crawlspace Dwellings
C.4.1 General <\/td>\n<\/tr>\n
196<\/td>\nC.4.2 Definitions and Minimum Requirements <\/td>\n<\/tr>\n
197<\/td>\nC.4.3 Vulnerability-Based Assessment
C.4.3.1 Scope
C.4.3.2 Simplified Assessment <\/td>\n<\/tr>\n
199<\/td>\nC.4.3.3 Detailed Assessment
C.4.3.4 Engineered Assessment
C.4.4 Prescriptive Vulnerability-Based Retrofit
C.4.4.1 Scope
C.4.4.2 Determination of Seismic Design Category <\/td>\n<\/tr>\n
200<\/td>\nC.4.4.3 Determination of Weight Classification
C.4.4.4 Foundations <\/td>\n<\/tr>\n
201<\/td>\nC.4.4.5 Foundation Sill Plate Anchorage to the Foundation
C.4.4.6 Cripple Wall Sheathing
C.4.4.7 Additional Requirements for Cripple Walls with Tie-Downs
C.4.4.8 Connection to Dwelling Above
C.4.4.9 Additional Requirements for Non-Rectangular Dwellings with Plan \u201cT\u201d or \u201cL\u201d Configurations <\/td>\n<\/tr>\n
202<\/td>\nC.4.4.10 Special Provisions for One-Story Homes with Clay Tile Roofing <\/td>\n<\/tr>\n
203<\/td>\nC.4.4.11 Commentary for Prescriptive Vulnerability-Based Retrofit Assumptions Made in Section C.4.4 <\/td>\n<\/tr>\n
204<\/td>\nC.4.5 Simplified Engineered Vulnerability-Based Retrofit
C.4.5.1 General <\/td>\n<\/tr>\n
206<\/td>\nC.4.5.2 Additional Simplifying Assumptions <\/td>\n<\/tr>\n
209<\/td>\nC.5 Vulnerability-Based Assessment and Retrofit of Living-Space-Over-Garage Dwellings
C.5.1 General <\/td>\n<\/tr>\n
211<\/td>\nC.5.2 Definitions and Minimum Requirements
C.5.3 Vulnerability-Based Assessment
C.5.3.1 Scope <\/td>\n<\/tr>\n
212<\/td>\nC.5.3.2 Simplified Assessment <\/td>\n<\/tr>\n
213<\/td>\nC.5.3.3 Detailed Assessment
C.5.3.4 Engineered Assessment
C.5.4 Prescriptive Vulnerability-Based Retrofit
C.5.4.1 Scope <\/td>\n<\/tr>\n
214<\/td>\nC.5.4.2 Determination of Earthquake Retrofit Schedule
C.5.4.3 Determination of Weight Classification <\/td>\n<\/tr>\n
215<\/td>\nC.5.4.4 Determination of Building Area <\/td>\n<\/tr>\n
217<\/td>\nC.5.4.5 Determination of Building Retrofit Type <\/td>\n<\/tr>\n
218<\/td>\nC.5.4.6 Wood Structural Panel Shear Wall Retrofit
C.5.4.6.1 Tie-Downs to Existing Foundations <\/td>\n<\/tr>\n
219<\/td>\nC.5.4.6.2 Connection to Dwelling Above
C.5.4.7 Steel Retrofit Column
C.5.4.7.1 Foundation for Steel Column <\/td>\n<\/tr>\n
220<\/td>\nC.5.4.7.2 Collector for Steel Column
C.5.4.8 Proprietary Shear Wall Retrofit
C.5.5 Simplified Engineered Vulnerability-Based Retrofit
C.5.5.1 General <\/td>\n<\/tr>\n
222<\/td>\nC.5.5.2 Additional Simplifying Assumptions <\/td>\n<\/tr>\n
224<\/td>\nC.6 Vulnerability-Based Assessment and Retrofit of Hillside Dwellings
C.6.1 General <\/td>\n<\/tr>\n
230<\/td>\nC.6.1.1 Use of this Chapter <\/td>\n<\/tr>\n
233<\/td>\nC.6.1.2 Vulnerability-Based Assessment and Retrofit Methods
C.6.2 Definitions and Minimum Requirements
C.6.3 Vulnerability-Based Assessment
C.6.3.1 Scope <\/td>\n<\/tr>\n
234<\/td>\nC.6.3.2 Detailed Assessment
C.6.3.3 Engineered Assessment
C.6.4 Prescriptive Vulnerability-Based Retrofit <\/td>\n<\/tr>\n
235<\/td>\nC.6.5 Simplified Engineered Vulnerability-Based Retrofit
C.6.5.1 Scope <\/td>\n<\/tr>\n
236<\/td>\nC.6.5.2 General
C.6.5.3 Retrofit of Foundations <\/td>\n<\/tr>\n
237<\/td>\nC.6.5.4 Retrofit of Base-Level Diaphragm Anchorage
C.6.5.4.1 Design of Primary Anchors <\/td>\n<\/tr>\n
240<\/td>\nC.6.5.4.2 Design of Secondary Anchors <\/td>\n<\/tr>\n
243<\/td>\nC.6.5.4.3 Design of Shear Anchors <\/td>\n<\/tr>\n
244<\/td>\nC.6.5.5 Retrofit of Perimeter-Framed Crawlspace Walls <\/td>\n<\/tr>\n
245<\/td>\nC.7 Vulnerability-Based Assessment and Retrofit of Masonry Chimneys and Fireplace Surrounds
C.7.1 General <\/td>\n<\/tr>\n
246<\/td>\nC.7.2 Definitions and Minimum Requirements
C.7.3 Vulnerability-Based Assessment
C.7.3.1 Scope <\/td>\n<\/tr>\n
247<\/td>\nC.7.3.2 Simplified Assessment of Chimneys <\/td>\n<\/tr>\n
248<\/td>\nC.7.3.3 Detailed Assessment of Chimneys <\/td>\n<\/tr>\n
250<\/td>\nC.7.3.4 Simplified Assessment of Masonry Veneer Fireplace Surrounds <\/td>\n<\/tr>\n
251<\/td>\nC.7.3.5 Detailed Assessment of Masonry Fireplace Surrounds
C.7.4 Chimney Prescriptive Retrofit
C.7.4.1 Scope <\/td>\n<\/tr>\n
252<\/td>\nC.7.4.2 Capping of Chimney at Roof, Floor, or Ceiling Level
C.7.4.3 Reconstruction from the Chimney Base <\/td>\n<\/tr>\n
253<\/td>\nC.7.4.4 Reconstruction from Chimney Base Using a Factory-Built Fireplace Insert
C.7.5 Masonry Fireplace Surround Prescriptive Retrofit
C.7.6 Engineered Retrofit of Masonry Chimneys
C.7.6.1 Building Code-Based Retrofit <\/td>\n<\/tr>\n
255<\/td>\nC.7.6.2 Performance-Based Retrofit
C.8 Detailed Vulnerability-Based Assessment <\/td>\n<\/tr>\n
256<\/td>\nC.8.1 Foundation <\/td>\n<\/tr>\n
258<\/td>\nC.8.2 Foundation Sill Plate Anchorage to Foundation <\/td>\n<\/tr>\n
261<\/td>\nC.8.3 Bracing Wall Sheathing <\/td>\n<\/tr>\n
263<\/td>\nC.8.4 Floor Framing Rim Joist and Blocking <\/td>\n<\/tr>\n
264<\/td>\nC.8.5 Ground Story Bracing Walls for Living-Space-Over-Garage Dwellings <\/td>\n<\/tr>\n
265<\/td>\nAppendix L: Summary of Loads for Simplified Engineering Retrofit <\/td>\n<\/tr>\n
271<\/td>\nAppendix O: Other Vulnerabilities
O.1 General
O.2 Other Common Vulnerabilities <\/td>\n<\/tr>\n
273<\/td>\nO.3 Resources for Addressing Vulnerabilities <\/td>\n<\/tr>\n
275<\/td>\nAppendix S: Site Soil Factors
S.1 Overview
S.2 Site Soil Hazard Definitions <\/td>\n<\/tr>\n
276<\/td>\nS.2.1 Ground Shaking
S.2.2 Fault Rupture
S.2.3 Liquefaction <\/td>\n<\/tr>\n
277<\/td>\nS.2.4 Slope Stability
S.2.5 Densification and Differential Compaction
S.3 Simplified Site Assessment\/Screening <\/td>\n<\/tr>\n
278<\/td>\nS.3.1 Ground Shaking
S.3.2 Fault Rupture
S.3.3 Liquefaction
S.3.4 Slope Stability
S.3.5 Densification and Differential Compaction <\/td>\n<\/tr>\n
279<\/td>\nReferences <\/td>\n<\/tr>\n
285<\/td>\nProject Participants
ATC Management and Oversight
California Earthquake Authority
FEMA Oversight
Project Technical Committee <\/td>\n<\/tr>\n
286<\/td>\nProject Steering Committee
Working Group <\/td>\n<\/tr>\n
290<\/td>\nBack Cover <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

FEMA P-1100, Seismic Retrofit Family Dwellings Pre-standard<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
FEMA<\/b><\/a><\/td>\n2019<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":334536,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2743],"product_tag":[],"class_list":{"0":"post-334531","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-fema","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\/334531","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\/334536"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=334531"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=334531"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=334531"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}