{"id":74167,"date":"2024-10-17T16:46:21","date_gmt":"2024-10-17T16:46:21","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fema-p55-vol2-2011\/"},"modified":"2024-10-24T19:14:13","modified_gmt":"2024-10-24T19:14:13","slug":"fema-p55-vol2-2011","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fema\/fema-p55-vol2-2011\/","title":{"rendered":"FEMA P55 Vol2 2011"},"content":{"rendered":"

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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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nFront Cover
\n <\/td>\n<\/tr>\n
2<\/td>\nTitle Page
\n <\/td>\n<\/tr>\n
3<\/td>\nDisclaimer
\n <\/td>\n<\/tr>\n
4<\/td>\nPreface <\/td>\n<\/tr>\n
6<\/td>\nAcknowledgments <\/td>\n<\/tr>\n
7<\/td>\nContents <\/td>\n<\/tr>\n
15<\/td>\nList of Figures <\/td>\n<\/tr>\n
23<\/td>\nList of Tables <\/td>\n<\/tr>\n
25<\/td>\nList of Equations <\/td>\n<\/tr>\n
26<\/td>\nList of Examples <\/td>\n<\/tr>\n
27<\/td>\nList of Worksheets <\/td>\n<\/tr>\n
29<\/td>\nChapter 7.
\nPre-Design Considerations <\/td>\n<\/tr>\n
30<\/td>\n7.1\tDesign Process <\/td>\n<\/tr>\n
31<\/td>\n7.2\tDesign Requirements
7.3\tDetermining the Natural Hazard Risk <\/td>\n<\/tr>\n
33<\/td>\n7.4\tLosses Due to Natural Hazards in Coastal Areas <\/td>\n<\/tr>\n
34<\/td>\n7.5\tInitial, Long-Term, and Operational Costs <\/td>\n<\/tr>\n
35<\/td>\n7.5.1\tCost Implications of Siting Decisions
7.5.2\tCost Implications of Design Decisions <\/td>\n<\/tr>\n
39<\/td>\n7.5.3\tBenefits and Cost Implications of Siting, Design, and Construction Decisions <\/td>\n<\/tr>\n
40<\/td>\n7.6\tHazard Insurance <\/td>\n<\/tr>\n
41<\/td>\n7.6.1\tFlood Insurance
7.6.1.1\tRating Factors <\/td>\n<\/tr>\n
45<\/td>\n7.6.1.2\tCoverage <\/td>\n<\/tr>\n
46<\/td>\n7.6.1.3\tPremiums <\/td>\n<\/tr>\n
48<\/td>\n7.6.1.4\tDesigning to Achieve Lower Flood Insurance Premiums <\/td>\n<\/tr>\n
49<\/td>\n7.6.2\tWind Insurance <\/td>\n<\/tr>\n
50<\/td>\n7.6.2.1\tTerritory
7.6.2.2\tFire Protection Class
7.6.2.3\tBuilding Code Effectiveness Grading Schedule <\/td>\n<\/tr>\n
51<\/td>\n7.6.2.4\tConstruction Type
7.6.2.5\tProtective Devices <\/td>\n<\/tr>\n
52<\/td>\n7.6.3\tEarthquake Insurance
7.7\tSustainable Design Considerations <\/td>\n<\/tr>\n
53<\/td>\n7.8\tInspection Considerations <\/td>\n<\/tr>\n
54<\/td>\n7.9\tReferences <\/td>\n<\/tr>\n
56<\/td>\nChapter 8.
\nDetermining Site-Specific Loads <\/td>\n<\/tr>\n
58<\/td>\n8.1\tDead Loads
8.2\tLive Loads <\/td>\n<\/tr>\n
59<\/td>\n8.3\tConcept of Tributary or Effective Area and Application of Loads to a Building <\/td>\n<\/tr>\n
60<\/td>\n8.4\tSnow Loads
8.5\tFlood Loads
8.5.1\tDesign Flood <\/td>\n<\/tr>\n
61<\/td>\n8.5.2\tDesign Flood Elevation <\/td>\n<\/tr>\n
64<\/td>\n8.5.3\tDesign Stillwater Flood Depth <\/td>\n<\/tr>\n
70<\/td>\n8.5.5\tDesign Breaking Wave Height
8.5.6\tDesign Flood Velocity <\/td>\n<\/tr>\n
72<\/td>\n8.5.7\tHydrostatic Loads <\/td>\n<\/tr>\n
75<\/td>\n8.5.8\tWave Loads <\/td>\n<\/tr>\n
76<\/td>\n8.5.8.1\tBreaking Wave Loads on Vertical Piles <\/td>\n<\/tr>\n
77<\/td>\n8.5.8.2\tBreaking Wave Loads on Vertical Walls <\/td>\n<\/tr>\n
80<\/td>\n8.5.8.3\tWave Slam <\/td>\n<\/tr>\n
83<\/td>\n8.5.9\tHydrodynamic Loads <\/td>\n<\/tr>\n
86<\/td>\n8.5.10\tDebris Impact Loads <\/td>\n<\/tr>\n
89<\/td>\n8.5.11\tLocalized Scour <\/td>\n<\/tr>\n
92<\/td>\n8.5.12\tFlood Load Combinations <\/td>\n<\/tr>\n
102<\/td>\n8.6\tTsunami Loads
8.7\tWind Loads <\/td>\n<\/tr>\n
104<\/td>\n8.7.1\tDetermining Wind Loads <\/td>\n<\/tr>\n
107<\/td>\n8.7.2\tMain Wind Force Resisting System <\/td>\n<\/tr>\n
116<\/td>\n8.7.3\tComponents and Cladding <\/td>\n<\/tr>\n
122<\/td>\n8.8\tTornado Loads <\/td>\n<\/tr>\n
123<\/td>\n8.9\tSeismic Loads <\/td>\n<\/tr>\n
128<\/td>\n8.10\tLoad Combinations <\/td>\n<\/tr>\n
136<\/td>\n8.11\tReferences <\/td>\n<\/tr>\n
138<\/td>\nChapter 9.
\nDesigning the Building
9.1\tContinuous Load Path <\/td>\n<\/tr>\n
141<\/td>\n9.1.1\tRoof Sheathing to Framing Connection (Link #1) <\/td>\n<\/tr>\n
145<\/td>\n9.1.2\tRoof Framing to Exterior Wall (Link #2) <\/td>\n<\/tr>\n
147<\/td>\n9.1.3\tWall Top Plate to Wall Studs (Link #3) <\/td>\n<\/tr>\n
149<\/td>\n9.1.4\tWall Sheathing to Window Header (Link #4)
9.1.5\tWindow Header to Exterior Wall (Link #5) <\/td>\n<\/tr>\n
152<\/td>\n9.1.6\tWall to Floor Framing (Link #6) <\/td>\n<\/tr>\n
154<\/td>\n9.1.7\tFloor Framing to Support Beam (Link #7) <\/td>\n<\/tr>\n
155<\/td>\n9.1.8\tFloor Support Beam to Foundation (Pile) (Link #8) <\/td>\n<\/tr>\n
158<\/td>\n9.2\tOther Load Path Considerations
9.2.1\tUplift Due to Shear Wall Overturning <\/td>\n<\/tr>\n
161<\/td>\n9.2.2\tGable Wall Support
9.2.3\tConnection Choices <\/td>\n<\/tr>\n
164<\/td>\n9.2.4\tBuilding Eccentricities
9.2.5\tFraming System
9.2.5.1\tPlatform Framing
9.2.5.2\tConcrete\/Masonry <\/td>\n<\/tr>\n
165<\/td>\n9.2.5.3\tMoment-Resisting Frames <\/td>\n<\/tr>\n
167<\/td>\n9.2.6\tRoof Shape
9.3\tBreakaway Wall Enclosures <\/td>\n<\/tr>\n
170<\/td>\n9.4\tBuilding Materials <\/td>\n<\/tr>\n
171<\/td>\n9.4.1\tMaterials Below the DFE <\/td>\n<\/tr>\n
172<\/td>\n9.4.2\tMaterials Above the DFE
9.4.3\tMaterial Combinations <\/td>\n<\/tr>\n
173<\/td>\n9.4.4\tFire Safety Considerations <\/td>\n<\/tr>\n
174<\/td>\n9.4.5\tCorrosion <\/td>\n<\/tr>\n
175<\/td>\n9.5\tAppurtenances
9.5.1\tDecks and Covered Porches Attached to Buildings <\/td>\n<\/tr>\n
176<\/td>\n9.5.1.1\tHandrails
9.5.1.2\tStairways
9.5.2\tAccess to Elevated Buildings <\/td>\n<\/tr>\n
177<\/td>\n9.5.3\tPools and Hot Tubs <\/td>\n<\/tr>\n
180<\/td>\n9.6\tReferences <\/td>\n<\/tr>\n
181<\/td>\nChapter 10.
\nDesigning the Foundation
Designing the Foundation <\/td>\n<\/tr>\n
182<\/td>\n10.1\tFoundation Design Criteria
10.2\tFoundation Styles
10.1\tFoundation Design Criteria
10.2\tFoundation Styles <\/td>\n<\/tr>\n
183<\/td>\n10.2.1\tOpen Foundations
10.2.2\tClosed Foundations
10.2.1\tOpen Foundations
10.2.2\tClosed Foundations <\/td>\n<\/tr>\n
184<\/td>\n10.2.3\tDeep Foundations
10.2.4\tShallow Foundations
10.3\tFoundation Design Requirements and Recommendations
10.2.3\tDeep Foundations
10.2.4\tShallow Foundations
10.3\tFoundation Design Requirements and Recommendations <\/td>\n<\/tr>\n
185<\/td>\n10.3.1\tFoundation Style Selection
10.3.2\tSite Considerations
10.3.3\tSoils Data
10.3.1\tFoundation Style Selection
10.3.2\tSite Considerations
10.3.3\tSoils Data <\/td>\n<\/tr>\n
186<\/td>\n10.3.3.1\tSources of Published Soils Data
10.3.3.2\tSoils Data from Site Investigations
10.3.3.1\tSources of Published Soils Data
10.3.3.2\tSoils Data from Site Investigations <\/td>\n<\/tr>\n
190<\/td>\n10.4\tDesign Process
10.4\tDesign Process <\/td>\n<\/tr>\n
191<\/td>\n10.5\tPile Foundations
10.5\tPile Foundations <\/td>\n<\/tr>\n
192<\/td>\n10.5.1\tCompression Capacity of Piles \u2013 Resistance to Gravity Loads
10.5.1\tCompression Capacity of Piles \u2013 Resistance to Gravity Loads <\/td>\n<\/tr>\n
195<\/td>\n10.5.2\tTension Capacity of Piles
10.5.2\tTension Capacity of Piles <\/td>\n<\/tr>\n
198<\/td>\n10.5.3\tLateral Capacity of Piles
10.5.3\tLateral Capacity of Piles <\/td>\n<\/tr>\n
200<\/td>\n10.5.4\tPile Installation
10.5.4\tPile Installation <\/td>\n<\/tr>\n
201<\/td>\n10.5.5\tScour and Erosion Effects on Pile Foundations
10.5.5\tScour and Erosion Effects on Pile Foundations <\/td>\n<\/tr>\n
203<\/td>\n10.5.6\tGrade Beams for Pile Foundations
10.5.6\tGrade Beams for Pile Foundations <\/td>\n<\/tr>\n
205<\/td>\n10.6\tOpen\/Deep Foundations
10.6.1\tTreated Timber Pile Foundations
10.6\tOpen\/Deep Foundations
10.6.1\tTreated Timber Pile Foundations <\/td>\n<\/tr>\n
206<\/td>\n10.6.1.1\tWood Pile\u201d\u2018to\u201d\u2018Beam Connections
10.6.1.1\tWood Pile\u201d\u2018to\u201d\u2018Beam Connections <\/td>\n<\/tr>\n
207<\/td>\n10.6.1.2\tPile Bracing
10.6.1.2\tPile Bracing <\/td>\n<\/tr>\n
211<\/td>\n10.6.1.3\tTimber Pile Treatment
10.6.2\tOther Open\/Deep Pile Foundation Styles
10.6.1.3\tTimber Pile Treatment
10.6.2\tOther Open\/Deep Pile Foundation Styles <\/td>\n<\/tr>\n
214<\/td>\n10.7\tOpen\/Shallow Foundations
10.7\tOpen\/Shallow Foundations <\/td>\n<\/tr>\n
215<\/td>\n10.8\tClosed\/Shallow Foundations
10.8\tClosed\/Shallow Foundations <\/td>\n<\/tr>\n
216<\/td>\n10.9\tPier Foundations
10.9\tPier Foundations <\/td>\n<\/tr>\n
218<\/td>\n10.9.1\tPier Foundation Design Examples
10.9.1\tPier Foundation Design Examples <\/td>\n<\/tr>\n
226<\/td>\n10.9.2\tPier Foundation Summary
10.9.2\tPier Foundation Summary <\/td>\n<\/tr>\n
227<\/td>\n10.10\tReferences
10.10\tReferences <\/td>\n<\/tr>\n
229<\/td>\nChapter 11. Designing the Building Envelope <\/td>\n<\/tr>\n
232<\/td>\n11.1\tFloors in Elevated Buildings
11.2\tExterior Doors <\/td>\n<\/tr>\n
234<\/td>\n11.2.1\tHigh Winds
11.2.1.1\tLoads and Resistance <\/td>\n<\/tr>\n
235<\/td>\n11.2.1.2\tWind-Borne Debris
11.2.1.3\tDurability
11.2.1.4\tWater Infiltration <\/td>\n<\/tr>\n
237<\/td>\n11.3\tWindows and Sklylights
11.3.1\tHigh Winds
11.3.1.1\tLoads and Resistance <\/td>\n<\/tr>\n
238<\/td>\n11.3.1.2\tWind-Borne Debris <\/td>\n<\/tr>\n
241<\/td>\n11.3.1.3\tDurability <\/td>\n<\/tr>\n
242<\/td>\n11.3.1.4\tWater Infiltration <\/td>\n<\/tr>\n
243<\/td>\n11.3.2\tSeismic
11.3.3\tHail
11.4\tNon-Load-Bearing Walls, Wall Coverings, and Soffits <\/td>\n<\/tr>\n
244<\/td>\n11.4.1\tHigh Winds
11.4.1.1\tExterior Walls <\/td>\n<\/tr>\n
250<\/td>\n11.4.1.3\tSoffits <\/td>\n<\/tr>\n
251<\/td>\n11.4.1.4\tDurability <\/td>\n<\/tr>\n
252<\/td>\n11.4.2\tSeismic
11.5\tRoof Systems <\/td>\n<\/tr>\n
253<\/td>\n11.5.1\tAsphalt Shingles
11.5.1.1\tHigh Winds <\/td>\n<\/tr>\n
264<\/td>\n11.5.1.2\tHail
11.5.2\tFiber-Cement Shingles <\/td>\n<\/tr>\n
265<\/td>\n11.5.2.1\tHigh Winds
11.5.2.2\tSeismic
11.5.2.3\tHail
11.5.3\tLiquid-Applied Membranes
11.5.3.1\tHigh Winds <\/td>\n<\/tr>\n
266<\/td>\n11.5.3.2\tHail
11.5.4\tTiles
11.5.4.1\tHigh Winds <\/td>\n<\/tr>\n
271<\/td>\n11.5.4.2\tSeismic <\/td>\n<\/tr>\n
273<\/td>\n11.5.4.3\tHail
11.5.5\tMetal Panels and Metal Shingles
11.5.5.1\tHigh Winds <\/td>\n<\/tr>\n
274<\/td>\n11.5.5.2\tHail
11.5.6\tSlate
11.5.6.1\tHigh Winds <\/td>\n<\/tr>\n
275<\/td>\n11.5.6.2\tSeismic
11.5.6.3\tHail
11.5.7\tWood Shingles and Shakes
11.5.7.1\tHigh Winds <\/td>\n<\/tr>\n
276<\/td>\n11.5.7.2\tHail
11.5.8\tLow-Slope Roof Systems <\/td>\n<\/tr>\n
277<\/td>\n11.5.8.1\tHigh Winds
11.5.8.2\tSeismic
11.5.8.3\tHail
11.6\tAttic Vents <\/td>\n<\/tr>\n
280<\/td>\n11.7\tAdditional Environmental Considerations
11.7.1\tSun
11.7.2\tWind-Driven Rain
11.8\tReferences <\/td>\n<\/tr>\n
284<\/td>\nChapter 12.
\nInstalling Mechanical Equipment and Utilities
12.1\tElevators <\/td>\n<\/tr>\n
285<\/td>\n12.2\tExterior-Mounted Mechanical Equipment
12.2.1\tHigh Winds <\/td>\n<\/tr>\n
286<\/td>\n12.2.2\tFlooding <\/td>\n<\/tr>\n
289<\/td>\n12.2.3\tSeismic Events
12.3\tInterior Mechanical Equipment
12.4\tElectric Utility, Telephone, and Cable TV Systems <\/td>\n<\/tr>\n
292<\/td>\n12.4.1\tEmergency Power <\/td>\n<\/tr>\n
293<\/td>\n12.5\tWater and Wastewater Systems
12.5.1\tWells <\/td>\n<\/tr>\n
294<\/td>\n12.5.2\tSeptic Systems
12.5.3\tSanitary Systems <\/td>\n<\/tr>\n
295<\/td>\n12.5.4\tMunicipal Water Connections
12.5.5\tFire Sprinkler Systems
12.6\tReferences <\/td>\n<\/tr>\n
296<\/td>\nChapter 13.
\nConstructing the Building <\/td>\n<\/tr>\n
297<\/td>\n13.1\tFoundation Construction
13.1.1\tLayout <\/td>\n<\/tr>\n
300<\/td>\n13.1.2\tPile Foundations <\/td>\n<\/tr>\n
303<\/td>\n13.1.3\tMasonry Foundation Construction <\/td>\n<\/tr>\n
305<\/td>\n13.1.4\tConcrete Foundation Construction <\/td>\n<\/tr>\n
307<\/td>\n13.1.5\tWood Foundation Construction <\/td>\n<\/tr>\n
308<\/td>\n13.1.6\tFoundation Material Durability <\/td>\n<\/tr>\n
312<\/td>\n13.1.7\tField Preservative Treatment <\/td>\n<\/tr>\n
313<\/td>\n13.1.8\tSubstitutions
13.1.9\tFoundation Inspection Points
13.1.10\tTop Foundation Issues for Builders <\/td>\n<\/tr>\n
314<\/td>\n13.2\tStructural Frame
13.2.1\tStructural Connections <\/td>\n<\/tr>\n
318<\/td>\n13.2.2\tFloor Framing <\/td>\n<\/tr>\n
319<\/td>\n13.2.2.1\tHorizontal Beams and Girders <\/td>\n<\/tr>\n
320<\/td>\n13.2.2.2\tSubstitution of Floor Framing Materials
13.2.2.3\tFloor Framing Inspection Points
13.2.3\tWall Framing <\/td>\n<\/tr>\n
322<\/td>\n13.2.3.1\tSubstitution of Wall Framing Materials
13.2.3.2\tWall Framing Inspection Points
13.2.4\tRoof Framing <\/td>\n<\/tr>\n
323<\/td>\n13.2.4.1\tSubstitution of Roof Framing Materials
13.2.4.2\tRoof Frame Inspection Points
13.2.5\tTop Structural Frame Issues for Builders <\/td>\n<\/tr>\n
324<\/td>\n13.3\tBuilding Envelope <\/td>\n<\/tr>\n
325<\/td>\n13.3.1\tSubstitution of Building Envelope Materials <\/td>\n<\/tr>\n
326<\/td>\n13.3.2\tBuilding Envelope Inspection Points
13.3.3\tTop Building Envelope Issues for Builders <\/td>\n<\/tr>\n
327<\/td>\n13.4\tReferences <\/td>\n<\/tr>\n
328<\/td>\nChapter 14.
\nMaintaining the Building <\/td>\n<\/tr>\n
329<\/td>\n14.1\tEffects of Coastal Environment
14.1.1\tCorrosion <\/td>\n<\/tr>\n
331<\/td>\n14.1.3\tWeathering
14.1.4\tTermites <\/td>\n<\/tr>\n
335<\/td>\n14.2.3\tRoofs <\/td>\n<\/tr>\n
337<\/td>\n14.2.6\tMetal Connectors <\/td>\n<\/tr>\n
339<\/td>\n14.3.1\tFlooding
14.3.2\tSeismic and Wind <\/td>\n<\/tr>\n
341<\/td>\nChapter 15.
\nRetrofitting Buildings for Natural Hazards <\/td>\n<\/tr>\n
345<\/td>\n15.2\tSeismic Mitigation <\/td>\n<\/tr>\n
348<\/td>\n15.3\tFlood Mitigation
15.3.1\tElevation <\/td>\n<\/tr>\n
350<\/td>\n15.3.2\tRelocation <\/td>\n<\/tr>\n
352<\/td>\n15.3.4\tWet Floodproofing <\/td>\n<\/tr>\n
353<\/td>\n15.3.5\tFloodwalls and Levees <\/td>\n<\/tr>\n
354<\/td>\n15.3.6\tMultihazard Mitigation <\/td>\n<\/tr>\n
355<\/td>\n15.4\tHigh-Wind Mitigation <\/td>\n<\/tr>\n
356<\/td>\n15.4.1\tEvaluating Existing Homes
15.4.2\tWind Retrofit Mitigation Packages <\/td>\n<\/tr>\n
357<\/td>\n15.4.2.1\tBasic Mitigation Package <\/td>\n<\/tr>\n
359<\/td>\n15.4.2.2\tIntermediate Mitigation Package
15.4.2.3\tAdvanced Mitigation Package
15.4.2.4\tAdditional Mitigation Measures
15.4.3\tFEMA Wind Retrofit Grant Programs <\/td>\n<\/tr>\n
361<\/td>\n15.5\tReferences <\/td>\n<\/tr>\n
363<\/td>\nAcronyms <\/td>\n<\/tr>\n
368<\/td>\nGlossary <\/td>\n<\/tr>\n
386<\/td>\nIndex, Volume II
A
B <\/td>\n<\/tr>\n
387<\/td>\nC <\/td>\n<\/tr>\n
388<\/td>\nD <\/td>\n<\/tr>\n
389<\/td>\nE <\/td>\n<\/tr>\n
390<\/td>\nF <\/td>\n<\/tr>\n
392<\/td>\nG
H <\/td>\n<\/tr>\n
393<\/td>\nI
J
L <\/td>\n<\/tr>\n
394<\/td>\nM
N <\/td>\n<\/tr>\n
395<\/td>\nO
P <\/td>\n<\/tr>\n
396<\/td>\nR
S <\/td>\n<\/tr>\n
398<\/td>\nT
U
V
W <\/td>\n<\/tr>\n
399<\/td>\nZ <\/td>\n<\/tr>\n
400<\/td>\nBack Cover
\n <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

FEMA P-55 – Coastal Construction Manual, Fourth Edition – Volume 2 of 2<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
FEMA<\/b><\/a><\/td>\n2011<\/td>\n400<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":74168,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2743],"product_tag":[],"class_list":{"0":"post-74167","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\/74167","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\/74168"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=74167"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=74167"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=74167"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}