{"id":208517,"date":"2024-10-19T13:26:41","date_gmt":"2024-10-19T13:26:41","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/mn-conservationcodeforexistingbuildings-2020-pdf\/"},"modified":"2024-10-25T06:09:22","modified_gmt":"2024-10-25T06:09:22","slug":"mn-conservationcodeforexistingbuildings-2020-pdf","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/mn\/mn-conservationcodeforexistingbuildings-2020-pdf\/","title":{"rendered":"MN ConservationCodeforExistingBuildings 2020.pdf"},"content":{"rendered":"

2020 City of Los Angeles amendment pages for integration with the 2019 California Building Code<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2020 MINNESOTA CONSERVATION CODE FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
2<\/td>\n2020 MINNESOTA CONSERVATION CODE FOR EXISTING BUILDINGS TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nMINNESOTA DEPARTMENT OF LABOR AND INDUSTRY INFORMATION <\/td>\n<\/tr>\n
5<\/td>\nIMPORTANT DISCLAIMER <\/td>\n<\/tr>\n
6<\/td>\nPREFACE <\/td>\n<\/tr>\n
12<\/td>\nEFFECTIVE USE OF THE INTERNATIONAL EXISTING BUILDING CODE <\/td>\n<\/tr>\n
16<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
20<\/td>\n2020 MINNESOTA BUILDING CODE ADMINISTRATION
1300.0010 ADMINISTRATION
1300.0020 TITLE
1300.0030 PURPOSE AND APPLICATION
1300.0040 SCOPE <\/td>\n<\/tr>\n
21<\/td>\n1300.0050 CHAPTERS OF MINNESOTA STATE BUILDING CODE
1300.0060 OPTIONAL ADMINISTRATION
1300.0070 DEFINITIONS <\/td>\n<\/tr>\n
22<\/td>\n1300.0080 CODE ADOPTION AND AMENDMENTS
1300.0090 DEPARTMENT OF BUILDING SAFETY
1300.0110 DUTIES AND POWERS OF BUILDING OFFICIAL <\/td>\n<\/tr>\n
24<\/td>\n1300.0120 PERMITS <\/td>\n<\/tr>\n
26<\/td>\n1300.0130 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
27<\/td>\n1300.0140 VIOLATIONS
1300.0150 VIOLATIONS, PENALTY
1300.0160 FEES <\/td>\n<\/tr>\n
28<\/td>\n1300.0170 STOP WORK ORDER
1300.0180 UNSAFE BUILDINGS OR STRUCTURES <\/td>\n<\/tr>\n
29<\/td>\n1300.0190 TEMPORARY STRUCTURES AND USES
1300.0210 INSPECTIONS <\/td>\n<\/tr>\n
30<\/td>\n1300.0215 PLUMBING <\/td>\n<\/tr>\n
31<\/td>\n1300.0220 CERTIFICATE OF OCCUPANCY
1300.0225 MAINTENANCE
1300.0230 BOARD OF APPEALS <\/td>\n<\/tr>\n
32<\/td>\n1300.0240 DISCLAIMER CLAUSE
1300.0250 SEVERABILITY <\/td>\n<\/tr>\n
34<\/td>\n2020 MINNESOTA CONSERVATION CODE FOR EXISTING BUILDINGS
1311.0010 ADOPTION BY REFERENCE OF THE INTERNATIONAL EXISTING BUILDING CODE
1311.0020 REFERENCES TO OTHER INTERNATIONAL CODE COUNCIL CODES <\/td>\n<\/tr>\n
36<\/td>\nCHAPTER 1 SCOPE AND ADMINISTRATION <\/td>\n<\/tr>\n
38<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS <\/td>\n<\/tr>\n
42<\/td>\nCHAPTER 3 PROVISIONS FOR ALL COMPLIANCE METHODS
SECTION 301 ADMINISTRATION
SECTION 302 GENERAL PROVISIONS <\/td>\n<\/tr>\n
43<\/td>\nSECTION 303 STRUCTURAL DESIGN LOADS AND EVALUATION AND DESIGN PROCEDURES
[BS] TABLE 303.3.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH FULL SEISMIC FORCES
SECTION 304 IN-SITU LOAD TESTS <\/td>\n<\/tr>\n
44<\/td>\n[BS] TABLE 303.3.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED SEISMIC FORCES
SECTION 305 ACCESSIBILITY FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
46<\/td>\nCHAPTER 4 REPAIRS
SECTION 401 GENERAL
SECTION 402 BUILDING ELEMENTS AND MATERIALS
SECTION 403 FIRE PROTECTION
SECTION 404 MEANS OF EGRESS
SECTION 405 STRUCTURAL <\/td>\n<\/tr>\n
47<\/td>\nSECTION 406 ELECTRICAL
SECTION 407 MECHANICAL
SECTION 408 PLUMBING <\/td>\n<\/tr>\n
48<\/td>\nCHAPTER 5 PRESCRIPTIVE COMPLIANCE METHOD
SECTION 501 GENERAL
SECTION 502 ADDITIONS <\/td>\n<\/tr>\n
49<\/td>\nSECTION 503 ALTERATIONS <\/td>\n<\/tr>\n
51<\/td>\nSECTION 504 FIRE ESCAPES
TABLE 504.4 DIMENSIONS FOR EXISTING AND REPLACEMENT FIRE ESCAPE STAIRS <\/td>\n<\/tr>\n
52<\/td>\nSECTION 505 WINDOWS AND EMERGENCY ESCAPE OPENINGS
SECTION 506 CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
53<\/td>\nTABLE 506.1 LIFE SAFETY AND FIRE RISK
SECTION 507 HISTORIC BUILDINGS <\/td>\n<\/tr>\n
56<\/td>\nCHAPTER 6 CLASSIFICATION OF WORK
SECTION 601 GENERAL
SECTION 602 ALTERATION\u2014LEVEL 1
SECTION 603 ALTERATION\u2014LEVEL 2
SECTION 604 ALTERATION\u2014LEVEL 3
SECTION 605 CHANGE OF OCCUPANCY
SECTION 606 ADDITIONS
SECTION 607 HISTORIC BUILDINGS
SECTION 608 RELOCATED BUILDINGS <\/td>\n<\/tr>\n
58<\/td>\nCHAPTER 7 ALTERATIONS\u2014LEVEL 1
SECTION 701 GENERAL
SECTION 702 BUILDING ELEMENTS AND MATERIALS <\/td>\n<\/tr>\n
59<\/td>\nSECTION 703 FIRE PROTECTION
SECTION 704 MEANS OF EGRESS
SECTION 705 REROOFING <\/td>\n<\/tr>\n
60<\/td>\nSECTION 706 STRUCTURAL
SECTION 707 ENERGY CONSERVATION <\/td>\n<\/tr>\n
62<\/td>\nCHAPTER 8 ALTERATIONS\u2014LEVEL 2
SECTION 801 GENERAL
SECTION 802 BUILDING ELEMENTS AND MATERIALS <\/td>\n<\/tr>\n
64<\/td>\nSECTION 803 FIRE PROTECTION <\/td>\n<\/tr>\n
66<\/td>\nSECTION 804 CARBON MONOXIDE DETECTION
SECTION 805 MEANS OF EGRESS <\/td>\n<\/tr>\n
67<\/td>\nTABLE 805.3.1.1(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES
TABLE 805.3.1.1(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES <\/td>\n<\/tr>\n
70<\/td>\nSECTION 806 STRUCTURAL
SECTION 807 ELECTRICAL <\/td>\n<\/tr>\n
71<\/td>\nSECTION 808 MECHANICAL
SECTION 809 PLUMBING
SECTION 810 ENERGY CONSERVATION <\/td>\n<\/tr>\n
72<\/td>\nCHAPTER 9 ALTERATIONS\u2014LEVEL 3
SECTION 901 GENERAL
SECTION 902 SPECIAL USE AND OCCUPANCY
SECTION 903 BUILDING ELEMENTS AND MATERIALS <\/td>\n<\/tr>\n
73<\/td>\nSECTION 904 FIRE PROTECTION
SECTION 905 MEANS OF EGRESS
SECTION 906 STRUCTURAL <\/td>\n<\/tr>\n
74<\/td>\nSECTION 907 ENERGY CONSERVATION <\/td>\n<\/tr>\n
76<\/td>\nCHAPTER 10 CHANGE OF OCCUPANCY
SECTION 1001 GENERAL
SECTION 1002 SPECIAL USE AND OCCUPANCY
SECTION 1003 BUILDING ELEMENTS AND MATERIALS <\/td>\n<\/tr>\n
77<\/td>\nSECTION 1004 FIRE PROTECTION
SECTION 1005 MEANS OF EGRESS
SECTION 1006 STRUCTURAL
SECTION 1007 ELECTRICAL <\/td>\n<\/tr>\n
78<\/td>\nSECTION 1008 MECHANICAL
SECTION 1009 PLUMBING
SECTION 1010 OTHER REQUIREMENTS
SECTION 1011 CHANGE OF OCCUPANCY CLASSIFICATION <\/td>\n<\/tr>\n
79<\/td>\nTABLE 1011.4 MEANS OF EGRESS HAZARD CATEGORIES
TABLE 1011.5 HEIGHTS AND AREAS HAZARD CATEGORIES <\/td>\n<\/tr>\n
80<\/td>\nTABLE 1011.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES <\/td>\n<\/tr>\n
82<\/td>\nCHAPTER 11 ADDITIONS
SECTION 1101 GENERAL
SECTION 1102 HEIGHTS AND AREAS
SECTION 1103 STRUCTURAL <\/td>\n<\/tr>\n
83<\/td>\nSECTION 1104 SMOKE ALARMS IN OCCUPANCY GROUPS R AND I-1
SECTION 1105 CARBON MONOXIDE ALARMS IN GROUPS I-1, I-2, I-4 AND R
SECTION 1106 STORM SHELTERS
SECTION 1107 ENERGY CONSERVATION <\/td>\n<\/tr>\n
84<\/td>\nCHAPTER 12 HISTORIC BUILDINGS
SECTION 1201 GENERAL
SECTION 1202 REPAIRS
SECTION 1203 FIRE SAFETY <\/td>\n<\/tr>\n
85<\/td>\nSECTION 1204 CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
86<\/td>\nSECTION 1205 STRUCTURAL
SECTION 1206 RELOCATED BUILDINGS <\/td>\n<\/tr>\n
88<\/td>\nCHAPTER 13 PERFORMANCE COMPLIANCE METHODS
SECTION 1301 GENERAL <\/td>\n<\/tr>\n
89<\/td>\nEQUATION 13-1
EQUATION 13-2 <\/td>\n<\/tr>\n
90<\/td>\nEQUATION 13-3
EQUATION 13-4
TABLE 1301.6.3 COMPARTMENTATION VALUES
TABLE 1301.6.4 SEPARATION VALUES <\/td>\n<\/tr>\n
91<\/td>\nTABLE 1301.6.5 CORRIDOR WALL VALUES
TABLE 1301.6.6(1) VERTICAL OPENING PROTECTION VALUE
TABLE 1301.6.6(2) CONSTRUCTION-TYPE FACTOR
EQUATION 13-5 <\/td>\n<\/tr>\n
92<\/td>\nTABLE 1301.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 1301.6.9 FIRE ALARM SYSTEM VALUES
TABLE 1301.6.10 SMOKE CONTROL VALUES <\/td>\n<\/tr>\n
93<\/td>\nTABLE 1301.6.11 MEANS OF EGRESS VALUESa
TABLE 1301.6.12 DEAD-END VALUES <\/td>\n<\/tr>\n
94<\/td>\nEQUATION 13-6
TABLE 1301.6.14 ELEVATOR CONTROL VALUES
TABLE 1301.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES <\/td>\n<\/tr>\n
95<\/td>\nTABLE 1301.6.16 MIXED OCCUPANCY VALUESa
TABLE 1301.6.17 SPRINKLER SYSTEM VALUES
TABLE 1301.6.18 STANDPIPE SYSTEM VALUES <\/td>\n<\/tr>\n
96<\/td>\nTABLE 1301.6.19 INCIDENTAL USE AREA VALUES
TABLE 1301.6.20 SMOKE COMPARTMENTATION VALUES
TABLE 1301.6.21.1 PATIENT ABILITY VALUES <\/td>\n<\/tr>\n
97<\/td>\nTABLE 1301.6.21.2 PATIENT CONCENTRATION VALUES
TABLE 1301.6.21.3 ATTENDANT-TO-PATIENT RATIO VALUES
TABLE 1301.8 MANDATORY SAFETY SCORESa
TABLE 1301.9 EVALUATION FORMULASa <\/td>\n<\/tr>\n
98<\/td>\nTABLE 1301.7 SUMMARY SHEET\u2014BUILDING CODE <\/td>\n<\/tr>\n
100<\/td>\nCHAPTER 14 RELOCATED OR MOVED BUILDINGS
SECTION 1401 GENERAL
SECTION 1402 REQUIREMENTS <\/td>\n<\/tr>\n
102<\/td>\nIBC CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION
SECTION 3304 SITE WORK <\/td>\n<\/tr>\n
103<\/td>\nSECTION 3305 SANITARY
SECTION 3306 PROTECTION OF PEDESTR
TABLE 3306.1 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
104<\/td>\nSECTION 3307 PROTECTION OF ADJOINING PROPERTY
SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 3309 FIRE EXTINGUISHERS
SECTION 3310 MEANS OF EGRESS <\/td>\n<\/tr>\n
105<\/td>\nSECTION 3311 STANDPIPES
SECTION 3312 AUTOMATIC SPRINKLER SYSTEM
SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION
SECTION 3314 FIRE WATCH DURING CONSTRUCTION <\/td>\n<\/tr>\n
106<\/td>\nCHAPTER 16 REFERENCED STANDARDS
ASCE\/SEI
ASHRAE
ASME <\/td>\n<\/tr>\n
107<\/td>\nASTM
ICC <\/td>\n<\/tr>\n
108<\/td>\nNFPA
UL <\/td>\n<\/tr>\n
110<\/td>\nAPPENDIX A GUIDELINES FOR THE SEISMIC RETROFIT OF EXISTING BUILDINGS
CHAPTER A1 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS <\/td>\n<\/tr>\n
112<\/td>\nCHAPTER A2 EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE AND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS <\/td>\n<\/tr>\n
114<\/td>\nCHAPTER A3 PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT, WOOD-FRAME RESIDENTIAL BUILDINGS <\/td>\n<\/tr>\n
116<\/td>\nCHAPTER A4 EARTHQUAKE RISK REDUCTION IN WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS <\/td>\n<\/tr>\n
118<\/td>\nCHAPTER A5 REFERENCED STANDARDS <\/td>\n<\/tr>\n
120<\/td>\nAPPENDIX B SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIES <\/td>\n<\/tr>\n
122<\/td>\nAPPENDIX C GUIDELINES FOR THE WIND RETROFIT OF EXISTING BUILDINGS
CHAPTER C1 GABLE END RETROFIT FOR HIGH-WIND AREAS <\/td>\n<\/tr>\n
124<\/td>\nCHAPTER C2 ROOF DECK FASTENING FOR HIGH-WIND AREAS <\/td>\n<\/tr>\n
126<\/td>\nRESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
INTRODUCTION
PURPOSE <\/td>\n<\/tr>\n
127<\/td>\n1 FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES
1.1 FIRE PERFORMANCE MEASURES <\/td>\n<\/tr>\n
128<\/td>\n1.2 COMBUSTIBLE CONSTRUCTION TYPES
2 BUILDING EVALUATION
2.1 PRELIMINARY EVALUATION <\/td>\n<\/tr>\n
129<\/td>\nFIGURE 1 PRELIMINARY EVALUATION FIELD NOTES <\/td>\n<\/tr>\n
130<\/td>\nFIGURE 2 PRELIMINARY EVALUATION WORKSHEET <\/td>\n<\/tr>\n
131<\/td>\n2.2 FIRE RESISTANCE OF EXISTING BUILDING ELEMENTS
2.3 EFFECTS OF PENETRATIONS IN FIRE RESISTANT ASSEMBLIES
3 FINAL EVALUATION AND DESIGN SOLUTION <\/td>\n<\/tr>\n
132<\/td>\n3.1 THE EXPERIMENTAL APPROACH
3.2 THE THEORETICAL APPROACH
HARMATHY’S TEN RULES <\/td>\n<\/tr>\n
134<\/td>\nILLUSTRATION OF HARMATHY\u2019S RULES
EXAMPLE APPLICATION OF HARMATHY\u2019S RULES <\/td>\n<\/tr>\n
136<\/td>\n3.3 \u201cTHICKNESS DESIGN\u201d STRATEGY
3.4 EVALUATION OF DOORS <\/td>\n<\/tr>\n
137<\/td>\nFIGURE 3 MODIFICATION DETAILS <\/td>\n<\/tr>\n
138<\/td>\n4 SUMMARY <\/td>\n<\/tr>\n
140<\/td>\nAPPENDIX
INTRODUCTION
RESOURCE A TABLE OF CONTENTS <\/td>\n<\/tr>\n
142<\/td>\nPURPOSE AND PROCEDURE <\/td>\n<\/tr>\n
143<\/td>\nSECTION I – WALLS
FIGURE 1.1.1 MASONRY WALLS 0\u2033 TO LESS THAN 4\u2033 THICK
TABLE 1.1.1 MASONRY WALLS 0\u2033 TO LESS THAN 4\u2033 THICK <\/td>\n<\/tr>\n
144<\/td>\nTABLE 1.1.1\u2014continued MASONRY WALLS 0\u2033 TO LESS THAN 4\u2033 THICK <\/td>\n<\/tr>\n
145<\/td>\nTABLE 1.1.1\u2014continued MASONRY WALLS 0\u2033 TO LESS THAN 4\u2033 THICK <\/td>\n<\/tr>\n
146<\/td>\nFIGURE 1.1.2 MASONRY WALLS 4\u2033 TO LESS THAN 6\u2033 THICK
TABLE 1.1.2 MASONRY WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
147<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
148<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
149<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
150<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
151<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
152<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
153<\/td>\nFIGURE 1.1.3 MASONRY WALLS 6\u2033 TO LESS THAN 8\u2033 THICK
TABLE 1.1.3 MASONRY WALLS 6\u2033 TO LESS THAN 8\u2033 THICK <\/td>\n<\/tr>\n
154<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6\u2033 TO LESS THAN 8\u2033 THICK <\/td>\n<\/tr>\n
155<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6\u2033 TO LESS THAN 8\u2033 THICK <\/td>\n<\/tr>\n
156<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6\u2033 TO LESS THAN 8\u2033 THICK <\/td>\n<\/tr>\n
157<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6\u2033 TO LESS THAN 8\u2033 THICK <\/td>\n<\/tr>\n
158<\/td>\nFIGURE 1.1.4 MASONRY WALLS 8\u2033 TO LESS THAN 10\u2033 THICK
TABLE 1.1.4 MASONRY WALLS 8\u2033 TO LESS THAN 10\u2033 THICK <\/td>\n<\/tr>\n
159<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\u2033 TO LESS THAN 10\u2033 THICK <\/td>\n<\/tr>\n
160<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\u2033 TO LESS THAN 10\u2033 THICK <\/td>\n<\/tr>\n
161<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\u2033 TO LESS THAN 10\u2033 THICK <\/td>\n<\/tr>\n
162<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\u2033 TO LESS THAN 10\u2033 THICK <\/td>\n<\/tr>\n
163<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\u2033 TO LESS THAN 10\u2033 THICK <\/td>\n<\/tr>\n
164<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\u2033 TO LESS THAN 10\u2033 THICK <\/td>\n<\/tr>\n
165<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\u2033 TO LESS THAN 10\u2033 THICK <\/td>\n<\/tr>\n
166<\/td>\nFIGURE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
TABLE 1.1.5 MASONRY WALLS 10\u2033 TO LESS THAN 12\u2033 THICK <\/td>\n<\/tr>\n
167<\/td>\nTABLE 1.1.5\u2014continued MASONRY WALLS 10\u2033 TO LESS THAN 12\u2033 THICK <\/td>\n<\/tr>\n
168<\/td>\nTABLE 1.1.5\u2014continued MASONRY WALLS 10\u2033 TO LESS THAN 12\u2033 THICK <\/td>\n<\/tr>\n
169<\/td>\nTABLE 1.1.5\u2014continued MASONRY WALLS 10\u2033 TO LESS THAN 12\u2033 THICK <\/td>\n<\/tr>\n
170<\/td>\nFIGURE 1.1.6 MASONRY WALLS 12\u2033 TO LESS THAN 14\u2033 THICK
TABLE 1.1.6 MASONRY WALLS 12\u2033 TO LESS THAN 14\u2033 THICK <\/td>\n<\/tr>\n
171<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12\u2033 TO LESS THAN 14\u2033 THICK <\/td>\n<\/tr>\n
172<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12\u2033 TO LESS THAN 14\u2033 THICK <\/td>\n<\/tr>\n
173<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12\u2033 TO LESS THAN 14\u2033 THICK <\/td>\n<\/tr>\n
174<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12\u2033 TO LESS THAN 14\u2033 THICK <\/td>\n<\/tr>\n
175<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12\u2033 TO LESS THAN 14\u2033 THICK <\/td>\n<\/tr>\n
176<\/td>\nFIGURE 1.1.7 MASONRY WALLS 14\u2033 OR MORE THICK
TABLE 1.1.7 MASONRY WALLS 14\u2033 OR MORE THICK <\/td>\n<\/tr>\n
177<\/td>\nTABLE 1.1.7\u2014continued MASONRY WALLS 14\u2033 OR MORE THICK <\/td>\n<\/tr>\n
178<\/td>\nTABLE 1.1.7\u2014continued MASONRY WALLS 14\u2033 OR MORE THICK <\/td>\n<\/tr>\n
179<\/td>\nFIGURE 1.2.1 METAL FRAME WALLS 0\u2033 TO LESS THAN 4\u2033 THICK
TABLE 1.2.1 METAL FRAME WALLS 0\u2033 TO LESS THAN 4\u2033 THICK <\/td>\n<\/tr>\n
180<\/td>\nTABLE 1.2.1\u2014continued METAL FRAME WALLS 0\u2033 TO LESS THAN 4\u2033 THICK <\/td>\n<\/tr>\n
181<\/td>\nTABLE 1.2.1\u2014continued METAL FRAME WALLS 0\u2033 TO LESS THAN 4\u2033 THICK <\/td>\n<\/tr>\n
182<\/td>\nTABLE 1.2.1\u2014continued METAL FRAME WALLS 0\u2033 TO LESS THAN 4\u2033 THICK <\/td>\n<\/tr>\n
183<\/td>\nFIGURE 1.2.2 METAL FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK
TABLE 1.2.2 METAL FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
184<\/td>\nTABLE 1.2.2\u2014continued METAL FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
185<\/td>\nTABLE 1.2.3 METAL FRAME WALLS 6\u2033 TO LESS THAN 8\u2033 THICK <\/td>\n<\/tr>\n
186<\/td>\nTABLE 1.2.4 METAL FRAME WALLS 8\u2033 TO LESS THAN 10\u2033 THICK <\/td>\n<\/tr>\n
187<\/td>\nTABLE 1.3.1 WOOD FRAME WALLS 0\u2033 TO LESS THAN 4\u2033 THICK <\/td>\n<\/tr>\n
188<\/td>\nFIGURE 1.3.2 WOOD FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK
TABLE 1.3.2 WOOD FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
189<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
190<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK. <\/td>\n<\/tr>\n
191<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
192<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
193<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4″ TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
194<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
195<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
196<\/td>\nTABLE 1.3.3 WOOD FRAME WALLS 6\u2033 TO LESS THAN 8\u2033 THICK
TABLE 1.4.1 MISCELLANEOUS MATERIALS WALLS 0\u2033 TO LESS THAN 4\u2033 THICK <\/td>\n<\/tr>\n
197<\/td>\nTABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
198<\/td>\nFIGURE 1.5.1 FINISH RATINGS\u2014INORGANIC MATERIALS
TABLE 1.5.1 FINISH RATINGS\u2014IN ORGANIC MATERIALS <\/td>\n<\/tr>\n
199<\/td>\nTABLE 1.5.1\u2014continued FINISH RATINGS\u2014INORGANIC MATERIALS
TABLE 1.5.2 FINISH RATINGS\u2014ORGANIC MATERIALS <\/td>\n<\/tr>\n
200<\/td>\nSECTION II COLUMNS
TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0\u2033 TO LESS THAN 6\u2033 <\/td>\n<\/tr>\n
201<\/td>\nFIGURE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033
TABLE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
202<\/td>\nTABLE 2.1.2\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
203<\/td>\nTABLE 2.1.2\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
204<\/td>\nTABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12\u2033 TO LESS THAN 14\u2033 <\/td>\n<\/tr>\n
205<\/td>\nTABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14\u2033 TO LESS THAN 16\u2033 <\/td>\n<\/tr>\n
206<\/td>\nFIGURE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16\u2033 TO LESS THAN 18\u2033
TABLE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16\u2033 TO LESS THAN 18\u2033 <\/td>\n<\/tr>\n
207<\/td>\nTABLE 2.1.5\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16\u2033 TO LESS THAN 18\u2033 <\/td>\n<\/tr>\n
208<\/td>\nTABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18\u2033 TO LESS THAN 20\u2033 <\/td>\n<\/tr>\n
209<\/td>\nFIGURE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20\u2033 TO LESS THAN 22\u2033
TABLE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20\u2033 TO LESS THAN 22\u2033 <\/td>\n<\/tr>\n
210<\/td>\nTABLE 2.1.7\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20\u2033 TO LESS THAN 22\u2033
TABLE 2.1.8 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12\u2033 TO LESS THAN 14\u2033 <\/td>\n<\/tr>\n
211<\/td>\nTABLE 2.1.9 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14\u2033 TO LESS THAN 16\u2033
TABLE 2.1.10 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER\u201416\u2033 TO LESS THAN 18\u2033
TABLE 2.1.11 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER\u201420\u2033 TO LESS THAN 22\u2033 <\/td>\n<\/tr>\n
212<\/td>\nTABLE 2.2 ROUND CAST IRON COLUMNS <\/td>\n<\/tr>\n
213<\/td>\nFIGURE 2.3 STEEL COLUMNS-GYPSUM ENCASEMENTS
TABLE 2.3 STEEL COLUMNS\u2014GYPSUM ENCASEMENTS <\/td>\n<\/tr>\n
214<\/td>\nTABLE 2.3\u2014continued STEEL COLUMNS\u2014GYPSUM ENCASEMENTS
TABLE 2.4 TIMBER COLUMNS MINIMUM DIMENSION
TABLE 2.5.1.1 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION LESS THAN 6\u2033 <\/td>\n<\/tr>\n
215<\/td>\nTABLE 2.5.1.2 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS 6\u2033 TO LESS THAN 8\u2033 THICK <\/td>\n<\/tr>\n
216<\/td>\nFIGURE 2.5.1.3 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 8\u2033 TO LESS THAN 10\u2033
TABLE 2.5.1.3 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 8\u2033 TO LESS THAN 10\u2033 <\/td>\n<\/tr>\n
217<\/td>\nTABLE 2.5.1.3\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 8\u2033 TO LESS THAN 10\u2033 <\/td>\n<\/tr>\n
218<\/td>\nFIGURE 2.5.1.4 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033
TABLE 2.5.1.4 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
219<\/td>\nTABLE 2.5.1.4\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
220<\/td>\nTABLE 2.5.1.4\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
221<\/td>\nTABLE 2.5.1.4\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
222<\/td>\nFIGURE 2.5.1.5 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12\u2033 TO LESS THAN 14\u2033
TABLE 2.5.1.5 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12\u2033 TO LESS THAN 14\u2033 <\/td>\n<\/tr>\n
223<\/td>\nTABLE 2.5.1.5\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12\u2033 TO LESS THAN 14\u2033 <\/td>\n<\/tr>\n
224<\/td>\nFIGURE 2.5.1.6 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 14\u2033 TO LESS THAN 16\u2033
TABLE 2.5.1.6 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 14\u2033 TO LESS THAN 16\u2033 <\/td>\n<\/tr>\n
225<\/td>\nTABLE 2.5.1.6\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 14\u2033 TO LESS THAN 16\u2033 <\/td>\n<\/tr>\n
226<\/td>\nTABLE 2.5.1.7 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 16\u2033 TO LESS THAN 18\u2033
TABLE 2.5.2.1 STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
227<\/td>\nTABLE 2.5.2.2 STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 12\u2033 TO LESS THAN 14\u2033
TABLE 2.5.2.3 STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 14\u2033 TO LESS THAN 16\u2033 <\/td>\n<\/tr>\n
228<\/td>\nTABLE 2.5.3.1 STEEL COLUMNS\u2014PLASTER ENCASEMENTS MINIMUM DIMENSION 6\u2033 TO LESS THAN 8\u2033
TABLE 2.5.3.2 STEEL COLUMNS\u2014PLASTER ENCASEMENTS MINIMUM DIMENSION 8\u2033 TO LESS THAN 10\u2033
TABLE 2.5.4.1 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 6\u2033 TO LESS THAN 8\u2033 <\/td>\n<\/tr>\n
229<\/td>\nTABLE 2.5.4.2 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 8\u2033 TO LESS THAN 10\u2033
TABLE 2.5.4.3 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033
TABLE 2.5.4.4 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 12\u2033 TO LESS THAN 14\u2033 <\/td>\n<\/tr>\n
230<\/td>\nSECTION III FLOOR\/CEILING ASSEMBLIES
FIGURE 3.1 FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE
TABLE 3.1 FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
231<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
232<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
233<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
234<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
235<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
236<\/td>\nFIGURE 3.2 FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS
TABLE 3.2 FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
237<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
238<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
239<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
240<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
241<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
242<\/td>\nFIGURE 3.3 FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST
TABLE 3.3 FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
243<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
244<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
245<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
246<\/td>\nFIGURE 3.4 FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE
TABLE 3.4 FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
247<\/td>\nTABLE 3.4\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
248<\/td>\nTABLE 3.4\u2014continued FLOOR\/CEILING ASSEMBLIES-HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
249<\/td>\nSECTION IV BEAMS
TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
250<\/td>\nTABLE 4.1.1\u2014continued REINFORCED CONCRETE BEAMS DEPTH 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
251<\/td>\nTABLE 4.1.1\u2014continued REINFORCED CONCRETE BEAMS DEPTH 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
252<\/td>\nTABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12\u2033 TO LESS THAN 14\u2033 <\/td>\n<\/tr>\n
253<\/td>\nTABLE 4.1.2\u2014continued REINFORCED CONCRETE BEAMS DEPTH 12\u2033 TO LESS THAN 14\u2033 <\/td>\n<\/tr>\n
254<\/td>\nTABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14\u2033 TO LESS THAN 16\u2033 <\/td>\n<\/tr>\n
255<\/td>\nTABLE 4.2.1 REINFORCED CONCRETE BEAMS\u2014UNPROTECTED DEPTH 10\u2033 TO LESS THAN 12\u2033
TABLE 4.2.2 STEEL BEAMS\u2014CONCRETE PROTECTION DEPTH 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
256<\/td>\nSECTION V DOORS
FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE <\/td>\n<\/tr>\n
257<\/td>\nTABLE 5.1\u2014continued RESISTANCE OF DOORS TO FIRE EXPOSURE <\/td>\n<\/tr>\n
258<\/td>\nTABLE 5.1\u2014continued RESISTANCE OF DOORS TO FIRE EXPOSURE <\/td>\n<\/tr>\n
259<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
266<\/td>\nINDEX <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Minnesota Conservation Code for Existing Buildings<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
MN<\/b><\/a><\/td>\n2020<\/td>\n269<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":208518,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2717],"product_tag":[],"class_list":{"0":"post-208517","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-mn","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\/208517","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\/208518"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=208517"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=208517"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=208517"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}