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CC-15-572 Miami-Dade County Building Department http://egvsys.co.miami-dade.fl.us:1608/WWWSER`V/ggvt/BNZAW9... r 9 e-Permitting Search: MIAMI•DADE . MUNICIPAL INSPECTION REQUIREMENTS AND RECORD 06/10/2015 MUNICIPAL NO.2015-048441 FOLIO: 1121360000050 JOB SITE ADDRESS 11300 NE 2 AVE PROPOSED USE COLLEGE-UNIVERSITY/INT RENOVATION LEGAL 36 52 4140 AC SEI/4 OF NE1/4 LESS E35FT&LESS APPLICATION TYPE REPAIR 5500 SOFT 1 UNITS 1 FLOORS OWNER NAME BARRY COLLEGE CONTRACTOR QUALIFIER PERMIT TYPE MUNICIPAL BLDG CATEGORIES 0001 MUNICIPAL GENERAL BUILDING DATE:6/10/2015 PROCESS NUMBER:M2015006609 NEW*AMOUNT PAID 1869.73 DERM 1 ASBESTOS REVI 175.00 DERM 1 UP FRONT FEE-80.00 DERM 1 MIN COMM REV(90.00 FIRE 600000 ALTERATIONS&1327.70 FIRE 600000 FIRE UPFRT FE 242.97 FRWK 1 NO CHARGE 000000.00 FRWK 13281ST FIRE MAJO 600.00 FRWK 1328 2ND FIRE MAJO 600.00 UPMU 1 UPFRONT FEE F 25.00 6/10/2015 12:45 BNZWEB1 181506100543 WEBIPAS 1869.73 r. r MUNICIPAL INSPECTION REQUIREMENTS AND RECORD 06/10/2015 MUNICIPAL NO.2015-048441 PROCESS NO.M2015006609 FOLIO: 1121360000050 JOB SITE ADDRESS 11300 NE 2 AVE PROPOSED USE COLLEGE-UNIVERSITY/INT RENOVATION REQUIRED INSPECTIONS INIT DATE FIRE 0001 FIRE INSPECTIONS RECOMMENDED 200 FIRE HYDRANTS 208 FIRE TCO INSPECTION 211 PRELIMINARY 209 FIRE FINAL MUNICIPAL INSPECTION REQUIREMENTS AND RECORD 06/10/2015 MUNICIPAL NO.2015-048441 PROCESS NO.M2015006609 FOLIO: 1121360000050 JOB SITE ADDRESS 11300 NE 2 AVE PROPOSED USE COLLEGE-UNIVERSITY/INT RENOVATION TO SCHEDULE A FIRE INSPECTION,PLEASE VISIT THE WEB AT WWW.MIAMIDADE.GOV/BUILDING OR W WV.MIAMIDADE.GOV/FIRE.YOU WILL NEED TO PROVIDE YOUR TEN DIGIT MUNICIPAL INSPECTION NUMBER AND INSPECTION TYPE.THE INSPECTION TYPE CAN BE FOUND ON YOUR INSPECTION REQUIREMENTS AND RECORDS CARD. IF YOU HAVE ANY QUESTIONS OR CONCERNS REGARDING AN INSPECTION, I of 2 6/10/10' Miami-Dade County Building Department http://egvsys.co.miami-dade.fl.us:1608/W-WWSER`V/ggvt/BNZAW9... SCHEDULING A PRELIMINARY INSPECTION,OR LOAD BANK TEST INSPECTION, PLEASE CALL FIRE PREVENTION AT 786-331-4800. IF YOU HAVE ANY QUESTIONS OR CONCERNS REGARDING A PLAN REVIEW, PLEASE CALL FIRE ENGINEERING AT(786)315-2771. "BE ADVISED THIS IS NOT A PERMIT. PERMIT IS TO BE ISSUED BY YOUR CORRESPONDING MUNICIPAL BUILDING DEPARTMENT. Back to Main Menu BLDG Home Pace I BLDG Main Menu I BLDG Permit Manu I BLDG Plans Processing Menu I Inspection Types I Address Format ie I About I Phone Directory I Privacy I Disclaimer E-mail your comments,questions and suggestions to Webmaster This page was last edited on: February 23,2004 Web Site©2004 Mami-Dade County. All rights reserved. IL 2 of 2 6/10/2015 4:14 PM NOTE: ALL SHEET MUST-BE REVIEWED MIAMI-DADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANC TMENT Herbert S.Saffir Permitting and Inspection Center 11805 SW 26th Street(Coral Way) • Miami, Florida 33175-2474 • (786)315-2100 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS " THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE 6A.N11-3/OR DEPARMENT OF ENVIRONMENTAL RESOURC 1SMANNGE yU���� PROVIDE MUNICIPAL PROCESS NUMBER HERE n.r Jor)Address 1 13C)o NE 2- pive . =z Contractor No. o w ' o o Last four(4)digits of Qualifier No. Fo`io 11. 213 U - --®c t� Z w V a Contractor Name > Lot Block g 2 o z o Qualifier Name o Subdivision PBpg 0 z Address Metes and bounds City State_Zip [ ] New Construction on [ ] Demolish Current use of property Qevg�1 wS Glc(U. Vacant Land [ ] Shell Only —� z [ ] Alteration Interior [ ] Addition Attached U.o2 [ ] Alteration Exterior [ ] Addition Detached Description of Work yo- n614el LU W [ ] Relocation of Structure [ ] Re-Roof p C impel as [ ] Enclosure [ ] Foundation Only [�Q [ ] Tent Sq.Ft.S�►�� Units Floors - 2 Repair [ ] Repair Due to Fire Value of Work ] MBLD" [ ] Chg.Contractor w Owner r w Category [ ] Re-Issue I Address 1 1-,-T> 2 [ ] MELE y [ ] Re-Stamp y City T-Vl m t Stated—Zip 33 2 [ ] MLPG [ ] Revision Phone LU [ ] MMEC [ ] Not Applicable for Last four(4)digits of [ ] FIRE Fire O Owner's Social Security No. ImN Name l LXt�PC rml Owner Address o�(�, NC 31 �P LuzAddress City Aven 4yax State u= Zip 3 31� v z City State_Zip LL a Phone 3O5 *A2-- (V-7 a w Phone z_ I am requesting a Special Request Plan Review(SRO to be scheduled as soon as possible at the rate of$190 for the first hour ago: and$65 per each additional hour in addition to the review fees.Minimum charge one-hour. UG.y aw� 1 st Request: Date: LLw E 2' d Request: Date: 31dRequest: Date: z 5 1 am requesting Optional Plan Review PPR)to be scheduled as soon as possible at the rate of$75 for each discipline. _j cw,, _Additional review fees may apply. ' ao o -18t Request: Date: �i L 2ndRequest: Date: 2M X 3rd Request: Date: 0 123_01-192 6/MO BUILDING PERMIT CATEGORIES z CATEGORY DESCRIPTION PERMIT TYPE BUILDING 01 GENERAL BUILDING-COMMERCIAL MBLD 02 SUB-GENERAL BUILDING-RESIDENTIAL MBLD 08 CANVAS AWNING MBLD 10 COMMUNICATION TOWER MBLD .15 DEMOLITION MBLD 29 METAL AWNING&STORM SHUTTER MBLD 48 SCREEN ENCLOSURES MBLD 55 SWIMMING POOL MBLD 56 TENNIS COURTS(SURFACE PAVING) MBLD 86 TRAILER TIE DOWN MBLD 88 WALK-IN COOLER MBLD 91 MARINAS MBLD 92 LOW SLOPE APPLICATIONS(GRAVEL, SMOOTH MODIFIED, SINGLE PLY) MBLD 95 SHINGLES (ASPHALT, FIBERGLASS) MBLD 96 SHINGLES (METAL ROOFS/WOOD SHINGLES&SHAKE) MBLD 97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD 99 SOIL IMPROVEMENT MBLD 0100 BULK STORAGE PROPANE TANK MBLD 0101 REMOVABLE STORM PANELS MBLD 0107 TILE ROOF MBLD 0110 WATER MAIN MBLD 0111 SITE PLAN MBLD 0112 INDOOR EVENT/EXHIBIT MBLD ELECTRICAL 04 FIRE ALARM SPECIALTY MELE 16 SPECIALTY WIRING MELE 38 GENERATORS MELE - LPGX 01 LIQUEFIED PETROLEUM GAS MLPG 02 MISCELLANEOUS MLPG 04 LIQUEFIED PETROL. GAS/STATE MLPG MECHANICAL 09 ABOVE/BELOW GROUND TANKS/PUMPS &POLLUTANT STORAGE SYSTEM MMEC 38 COMMERCIAL HOODS MMEC 43 FIRE CHEMICAL MMEC 46 SPRAY BOOTHS MMEC 48 SMOKE CONTROL MMEC 52 RESIDENTIAL ELEVATOR MMEC FIRE 32 FIRE SPRINKLER FIRE l W ot. P. MIAMI-DADE Y . FIRE ENGINEERING & WATER SUPPLY BUREAU 11805 SW 26 STREET, SUITE 150, MIAMI, FL. 33175 TELEPHONE (786) 315-2771 EMAIL:rcarlos@miamidade.gov FIRE REVIEW DISAPPROVAL COMMENTS M2015006609A 05/13/2015 C. Rodriguez This is first rework of an application for alterations and repairs to an existing church at St. Thomas University. This reviewer is not aware of rework meeting attended to address plan review comments,but rework with written response successfully addressed plan review comments 1-4, 6, 10, and 11,which are now approved or no longer applicable. Comments 5,7, 8, and 9 remain disapproved as follows: #5: OL is calculated per table at 389; see A0.03 marks. As a result of this, FP not required per NFPA 101:13.3.5.1,but FA is required per 13.3.4.1.1. Schematic FA plans are included in submittal set but missing listing of items a-i,FAC 61G15-33.006,to allow approval. #7: Classes identified for ceiling and floor but not for wall. #8: All doors OK except E/01 which appears to be downstream of exit door from chapel. #9: No details found yet; submit previously approved plans showing details or show details now. 1. Additionally,is this registered as a historical building? There may be exceptions applicable, if so. 2. Submit written response to plan review comments,indicating where in the plans the responses may be found. 3. Meeting with reviewer is still offered to assure full understanding and transmittal of documents needed in completing review and processing. An appointment can be secured by calling 786.315.2771 the Friday or Wednesday before, or at any time for special rework meeting. MCHARRYASSOCIATES May 26th 2014 Miami Dade County Building Department z 11805 SW 26th Street, a Miami, FL 33175 z c� Z Re: Building Critique Review Bang University Cor Jesu Chapel Repair and Renovation-Phase 1 11300 NE 2nd Avenue Miami Shores, FL 33161 = Permit Number: CC-3-15-572 M FIRE: g —ENTERED 05/14/2015 RCARLOS m ... REWORK WITH WRITTEN RESPONSE SUCCESSFULLY ADDRESSED PLAN REVIEW COMMENTSLU co 1-4, 6, 10,AND 11,WHICH ARE NOW APPROVED OR NO LONGER APPLICABLE. COMMENTS 5, 7, 8, o AND 9 REMAIN DISAPPROVED AS FOLLOWS: Comment#5: OL IS CALCULATED PER TABLE AT 389; SEE A0.03 MARKS.AS A RESULT OF THIS, C> FP NOT REQUIRED PER NFPA 101:13.3.5.1, BUT FA IS REQUIRED PER 13.3.4.1.1. SCHEMATIC FA PLANS ARE INCLUDED IN SUBMITTAL SET BUT MISSING LISTING OF ITEMS A-I, FAC 61G15-33.006, Ui TO ALLOW APPROVAL. Response: Sheet A0.03 revised to reflect OL greater than 300. FA schematic plans(E2.1 Rev 1 and E3.0) LL ` . are submitted per comments. Ui M Comment#7: PAGE A5.01. INDICATE INTERIOR FINISH MATERIAL CLASS IN ACCORDANCE WITH � FFPC 101 CHAPTER 10. CLASSES IDENTIFIED FOR CEILING AND FLOOR BUT NOT FOR WALL. 2 Response:Existing wood wall panels were identified as Douglas Fir. Per'Design For Code Acceptance"by 9 American Wood Council(attached). Table 1-Report Flame Spread Indices lists Douglas Fir with an ASTM E- o 84 flame spread of 70-100. This flame spread range puts it in the Class 111 or C classification. Sheets A5.01, M A5.02 &A5.03 revised to reflect response. a 0 Comment#8: PAGE A8.02. INDICATE PANIC HARDWARE FOR ALL DOORS SERVING MORE THAN 50 g OCCUPANTS. COORDINATE DOOR SCHEDULE WITH DOOR HARDWARE SCHEDULE.ALL DOORS " OK EXCEPT E/01 WHICH APPEARS TO BE DOWNSTREAM OF EXIT DOOR FROM CHAPEL. Response: Sheet A8.02 revised per comment. Panic hardware added to E/01. 0 M W Comment#9: NO INFORMATION PROVIDED FOR EXISTING MEANS OF EGRESS COMPONENTS LIKE RAMPS AND STAIRS. MAKE SURE TO COMPLY WITH FFPC 101:7.2.2. FOR STAIRS AND 7.2.5. FOR o RAMPS. NO DETAILS FOUND YET; SUBMIT PREVIOUSLY APPROVED PLANS SHOWING DETAILS OR o SHOW DETAILS NOW. Response:New handrails added to existing stairs-See revised plan Sheet A4.02.Existing ADA ramps and stairs were permitted master permit#cc-2-14-243(Processing No. M2014006398). o 0 Thank yo are available if you have questions. co Best s1s* 1%LL/ggi••��Q� N 4, f'A• R O` Jam ol,AIA, Pri cipal MC ASSO• S Archite �' nterior Design AAC000986 2780S -Suite 302. Miami, FL 33133 0 305.445.3765 x137 M (786).280.7896 Design f• Code Acceptance 1 Flame Spread Performance of Wood Products Wood and wood-based products are widely used in interior wall, ceiling, and floor surfaces in all types of buildings. Appearance, acoustical qualities, and interior de- sign versatility have made wood surfaces highly de- r - sired by architects, designers, and building occupants. This publication briefly describes building code flame spread regulations on products used in interior finish and presents performance data on a range of wood products. Flame Spread Requirements Most code requirements for wood interior finish materials are expressed in terms of flame spread index numbers. These values are determined in a standard fire test which evaluates the surface burning character- istics of a material. Different maximum flame spread indices are permitted depending upon building occu- pancy, location of the material in the building, and the presence of sprinklers. Flame spread indices in this publication are provided for wood materials that qual- ify for various building design requirements. Test Method The test procedure exposes candidate materials in a horizontal, rectangular tunnel 17 3/4" wide by 12" in The standard fire test used to evaluate flame height and 25' long. The tunnel is equipped with two spread characteristics of wood building materials in gas burners at one end that direct a flame onto the sur- the United States is ASTM E-84, Standard Test face of the test material under a controlled air flow. Method for Surface Burning Characteristics of Build- Flame spreads along the surface of the material as the ing Materials. test progresses. Distance of the flame travel and the rate at which the flame front advances during a 10 Copyright 0 2010 American Wood Council 2 SPREAD12 FLAME PERFORMANCE WOOD , , minute exposure determine the calculated flame spread overlay finishes are listed in Table 2. Factory finished index. wall panels are typically tested and labeled to identify To provide standard conditions for each test, the the flame spread classification of the finished product. tunnel is calibrated to an index of 0 for noncombusti- Finish composition, adhesive, and finish thickness ble materials and 100 for 23/32" red oak flooring. In- may,however,affect flame spread. dices for tested materials can range from 0 to over As can be seen from the listed indices,most tested 1000. wood products have a flame spread index less than 200, making them acceptable under current building Classification in Codes are: codes for a wide range of interior finish uses. Flame spread indices for a range of proprietary wood-based Class Flame Spread Range Example Locations interior finish materials are also available from their I or A 0-25 Enclosed vertical exits manufacturers. Commercially available fire retardant II or B 26-75 Exit access corridors treatments for wood and panel products can reduce III or C 76-200 Other rooms and areas flame spread performance to an index of 25 or less. Check with the manufacturer for flame spread index. Wood Products A smoke-developed index was also measured for some of the wood products listed in Table 1 and Table Lumber,plywood,and other wood-based materials 2.This index also has a value of 100 for red oak.None exhibit a relatively narrow range of flame spread. Dif- of the products tested exceeded 450, a limiting value ferences result from factors such as density,thickness, commonly used in building code regulations. surface characteristics, and chemical constituents. If the material is homogeneous, flame spread may be considered nearly independent endent of material thickness at - thicknesses greater than 1/4". Flame spread indices for a number of species of lumber, plywood, particleboard, shakes, and shingles are listed in.Table 1- In products such as softwood and hardwood plywood,the arrangement and type of com- ponents may also influence surface flame spread. Some such products are described by face species and core composition in.Table 1.. All ratings are based on TM the ASTM E-84 test method. Flame spread indices for a number of commer- cially available wood products with factory applied While effort has been made to ensure the accuracy of the information in this publication,the American Wood Council, and the Companies and Associations identified,do not assume re- sponsibility for the accuracy of the indices reported,the applicability or extension of the re- ported flame spread values to specific products, or their acceptance for use in particular appli- cations. Includes updates through June 2008. American Wood Council .j A Table 1 Reported Flame Spread Indices Material' ASTM E-84 I source Materlal' ASTM E-84 Source$ Flame Flame Spread' S read LUMBER SOFTWOOD PLYWOOD(Exterior Glue6) Birch,Yellow 105-110 UL Cedar 3/8" 70-95 APA Cedar,Alaska Yellow 50 HPVA2 Douglas Fir 1/4" 150 APA Cedar,Pacific Coast Yellow 78 CWC Douglas Fir 5/16" 115-155 APA Cedar,Port Orford 60 HPVA2 Douglas Fir 3/8" 110-150 APA Cedar,Western Red 70 HPVA Dou las Fir 1/2" 130-150 APA Cedar,Western Red 73 CWC Douglas Fir 5/8" 95-130 APA Che 3/4" 76 HPVA Hemlock 3/8" 75-160 APA Cottonwood 115 UL Southern Pine 1/4" 95-110 APA -Cygress 145-150 UL Southern Pine 3/8" 100-105 APA Ehn 3/4" 76 HPVA Southern Pine 5/8" 90 APA Fir,Douglas 70-100 UL Redwood 3/8" 95 UL Fir,Douglas 3/4"flooring 83-98 WEY Redwood 5/8" 75 UL Fir,Amabilis(Pacific Silver 69 CWC Fir,White 65 HPVA2 Gum,Red 140-155 UL Hem-Fir Species Group! 60 HPVA2 Hemlock,West Coast 60-75 WEY,ULHARDWOOD PLYWOOD 7 Larch,Western 45 HPVA2 Ash 3/4"-Particleboard Core 134 HPVA -Maple(flooring) 104 CWC Birch 1/4"-Douglas Fir Veneer Core 135-173 HPVA Oak,Red or White 100 UL Birch 1/4"-Fuma Veneer Core 127 HPVA Oak,Red 3/4" 84 HPVA Birch 3/4"-Do las Fir Veneer Core 114 HPVA Oak,White 3/4" 77 HPVA Birch 3/4"-Iligh Density Veneer Core 114 HPVA Pecan 3/4" 84 HPVA Birch 3/4"-Particleboard Core 124 HPVA Pine,Eastern White 85 CWC Birch 3/4"-MDF Core 134 HPVA Pine,Idaho White 72 HPVA Honduras Mahoan 3/4"-Particleboard Core 105 HPVA Pine,Idaho White 82 WEY Lauan 11/64" 167 NIST Pine,Lode le 98 WEY Lauan 1/4" 150 HPVA Pine,Northern White 120-215 UL Oak 1/4"-Douglas Fir Veneer Core 153 HPVA Pine,Ponderosa 105-230 UL Oak 3/4"-MDF Core 123 HPVA Pine,Ponderosa 115 HPVA2 Pine,Red 142 CWCPARTICLEBOARD Pine,Southern Yellow 130-195 UL 3/16" Aromatic Cedar Flakeboard 156 HPVA Pine,Sugar 95 HPVA2 3/8" 200 UL Pine,Western White 75 UL 1/2" 135 HPVA -Poplar,Yellow 170-185 UL 1/2" 156 NIST Redwood 70 UL 5/8" 153 NIST Redwood 3/8" 102 UL 11/16" 168 UL Spruce,Engelmann 55 HPVA2 3/4" 145 UL -Spruce,Northern 65 UL 3/4"(aterior Glue) 88-98 1 APA2 -Spruce,Sitka 74 MEDIUM DENSITY FIBERBOARD-MDF CWC Spruce,Western 100 UL 3/8" 140 UL Walnut 130-140 UL 7/16" 125 HPVA Walnut 3/4" 101 HPVA 5/8" 120 HPVA 0. •� •� •� •� 11/16" 140 UL 5/16" , 127-138 APA2 3/4" 140 HPVA 7/16" 86-150 APA2 3/4" 140 HPVA 1/2" 74-172 APA2 3/4" 130 HPVA 3/4" 147-158 APA2 1" 90 UL SHAKES and SHINGLES Copyright C 1997,1998,2001,2002,2008,2010 Western Red Cedar Shakes 1/2" 1 69 17TVA American Wood Council Western Red Cedar Shingles 1/2" 49 HPVA NOTE:Table 1 footnotes on next page. American Wood Council / FLAME SPREAD • • • PRODUCTS Table 1 Footnotes I Thickness of material tested is one-inch nominal except where indicated. 2 The ASTM E-84 test method has been revised a number of times during the years referenced by the source reports.However,the E-84 test apparatus has changed little over this period.Slightly different flame spread indices,usually lower,result when recent E-84 flame spread calculation techniques are applied to older wood product data These changes in flame spread indices are not sufficient to change the flame spread class for the wood products described in this re- port- 3 Sources: APA—APA-The Engineered Wood Association,Research Reports 128,Revised,August 1979. APA2—APA-The Engineered Wood Association Test Results. CWC—Fire Safety Design in Buildings,Canadian Wood Council,1996. HPVA—Hardwood Plywood and Veneer Association,Test Reports,202,203,335,336,337,592,and 596;Special flame spread performance tests,Aug.1974; T9234,T9237,T9317,T9344,T9354,May 1995;T9422,T9430,T9431,T9453,T9665,Feb/July 1997. HPVA2—Hardwood Plywood and Veneer Association,March/April 1995;October/December 2000;June 2008. NIST—National Institute of Standards and Technology(formerly National Bureau of Standards),Technical Notes 879 and 945. UL—Underwriter's Laboratory,UL 527,May 1971;Subject 723,Assignment 71 SC509,Mar 15&16,1971;Assignment 84NK1898,File R10917,Mar 9,1984. WEY—Weyerhaueser Fire Laboratory,1973,1987,January&February 1988. 4 Average of 18 tests was 154 with three values over 200. 5 The Hem-Fir Species Group represents six species:Californian Red Fir,Grand Fir,Nobel Fir,Pacific Silver Fir,Western Hemlock,and White Fir.The re- ported flame spread index represents a product containing a mixture of these species.When lumber is from a single species refer to the specific species flame spread index. 6 Exposure I or exterior.Average of 22 tests was 128. 7 Flame spread of plywood is affected by the species of the face veneer but can also be influenced by the species of the underlying core veneer.Various panel constructions involving certain core species show a relatively high degree of variability and potential to yield flame spread values above 200.Panel construc- tions involving cores of aspen,sumauma,yellow poplar and white fir have exhibited this behavior with average flame spread indices ranging from 78 to 259. Other factors,in addition to species,including material and process variables related to specific manufacturers can also affect flame spread.Thus,for plywood panels with certain core species,test data from the actual manufacturer is particularly important in establishing the flame spread classification of the product. Copyright®1997,1998,2001,2002,2007,2008,2010 American Wood Council American Wood Council FLAME SPREAD PERFORMANCE PRODUCTS Table 2 Reported Flame Spread Indices of Factory Finished Products Material' ASTM434 Flame Si2read PARTICLEBOARD 5/32"Factory Finished Printed 116-178 5/32"Paper Overlay 159-176 5/32" Vinyl Overlay 180 1/4"Vinyl Overly 127 3/8"Vinyl Overly 130 1/2"Vinyl Overly 175 5/8" Vinyl Over1gy 100 MEDIUM DENSITY FIBREBOARD 3/16"Factory Finished Printed 167 1/4"Vin 1 Over1gy 121 HARDBOARD 1/8"Paper Overly 155-166 1/8" Vinyl Overly 164 3/16" Vinyl Overly 148 HARDWOOD PLYWOOD Che 1/4"Factory Finished 160 Elm 1/4"Factory Finished 130-145 Hickory 1/4"Factory Finished 140 Lauan 1/4"Factory Finished Printed 99-141 Lauan 1/4"Vinyl Overlay 120 Lauan 3.6mm Factory Finished Printed 123-191 Lauan 3.6mm Vinyl Overly 108-158 Lauan 3.6mm Paper Overly 132-190 Maple 1/4"Factory Finished 155 Oak 1/4"Factory Finished 125-185 Pecan 1/4"Factory Finished 145-150 Pine 1/4"Factory Finished 120-140 Walnut 1/4"Factoxy Finished 138-160 SOFTWOOD PLYWOOD 1/4"DouaJas Fir w/Medium Density Overly 140 3/8"Douglas Fir w/Medium Density Overly 110 3/8"Dou las Fir w/Hi Densi Overly 110 ORIENTED STRAND BOARD, WAFERBOARD (Exterior Glue 7/16"Phenolic Paper Overly 150-155 Copyright©1997,1998,2001,2002,2008,2010 American Wood Council Table 2 Footnotes 1 Source:Hardwood Plywood and Veneer Association Test Records,except as noted. 2 Canadian Wood Council,Fire Safety Design in Buildings,1996. 3 APA-The Engineered Wood Association Test Results. 4 Exposure 1 or exterior. For additional information or assistance contact: American Wood Council 803 Sycolin Rd,Suite 201 drojo* Leesburg,VA 20175 hM://www.awc.or / 202-463-2766 American Wood Council