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RF-15-1336 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-239392 Permit Number: RF-6-15-1336 Scheduled Inspection Date: July 22, 2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: WALL, TAYLOR DONNA Work Classification: Tile Job Address: 174 NW 94 Street Miami Shores, FL Phone Number Parcel Number 1131010330800 Project: <NONE> Contractor: POE ROOFING AND CONSULTING, INC. Phone: 305-254-3356 Building Department Comments TILE ROOF Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-238651. CREATED AS REINSPECTION FOR INSP-235981. ROOF OK Missing renailing affidavit Failed erd 14,'/1W4- ,mow c Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 21,2015 For Inspections please call: (305)762-4949 Page 28 of 34 c ' "WEC11" 1� 7066 SW 44m,Street Miami, FL 33155 Tel:786-398-9179 Fax: 786-800-2627 a1 roofinsoection(8amail.com LAB CERTIFICATION #10-0512-01 SITE SPECIFIC INFORMATION UPLIFT TEST—TAS 0106 Roofing Contractor POE ROOFING. Permit# RF6-15-1336 Job Address 174 NW 94 ST MIAMI SHORES,FL. Owner's Name TAYLOR WALL Type of Tile BORAL FLAT 13" Date Installed Approximate Roof Height 12' feet Roof Pitch 3/12 Type of Access to Roof LADDER Approximate Square Footage of Roof 19 ftz Required Testing Force 35 Lbs Date Tested 06/30/15 Number of Tests 53 Testing Equipment F.G.E.100 Contact Name CHALICE Phone# 3/254-3356 LOCATION #OF TEST PASS #OF TEST FAIL Corner 9 Tests 9 Pass Test o Fail Perimeter 11 Tests 11 Pass Test 0 Fail Field 24 Tests 24 Pass Test 0 Fail Ridge 9 Tests 9 Pass Test 0 Fail TOTAL 53 Tests 53 Pass Test 0 Fail iNACCORDANCE WIiH)Hk CRIrt RIAOF PROTOCOL PA 106,THIS ROOF ASSEMBLYHAS PASSED THE STATI(-UPLWTQUALITYCON)ROI FFSI.THIS IAS]%IFSS 4A5eFENPEHI-0RMED IN FI)ILACCORDANCE TO THE REQUIREMENTS OF DADE COUNTRY,WITH NO DEVIATIONS.THIS REPORT IS NOT GUARANTEED IN CASE OF CASE OF NATURAL DISASTERS.THIS REPORT IT IS NOT VALID FOR INSURANCE CLAIMS. 1'. ar` R1 ` :a ;R.A#661 r- A-1 Engineerinj Inspection Services, Inc 7066 SW 44t Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 al roofinspectionkgmail.com LAB CERTIFICATION# 14-1215.04 06/30/15 PERMIT. #RF6-15-1336 174 NW 94 ST MIAMI SHORES,FL. TT T_ T T T T T T T T T T T T T T T T T T T T T IT T T[ 7066 SW 44`h Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 �SNOREs Miami Shores Village ` Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 OR Tel: (305)795.2204 Fac: (305) 756.8972 RE: Permit# y ` _ DATE: INSPECTION AFFIDAVIT I cS \J�1 } licensed as a(n)Contractor Engineer f Architect, (Print name and circle License Type) FS 468 Building Inspector License On or about I did personally inspect the roof deck nailing and (Date&time) Secondary water barrier work at �14 ! � ' Ui q (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of ` Notary Public, Sate of Florida at Large CHALICE ROORI cp Moltrp PVbk-SWe of Florida CMM 1 *0 I FF 227252 *General,Building,Residential,or Roofing Contractors or any individual c 0►4, .--16011 0 AWpOpft" ofographs of each plane of the roof with permit#and address#clearly shown marked on the deck for each inspect N�OIw Wary Assn. Revised on 5/21/2009 IMAM ALA 1*0 i': �?r n01i1i111�D'� RES Miami shores Village .:yam a... Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 ORipp► Tel: (305) 795.2204 Fac: (305) 756.8972 RE: Permi Wk ��` � � DATE: b CTIOM AFFIDAVIT licensed as a( Contractor ngineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License-#: �� D S-��A� On or about 1 did personally inspect the roof deck nailing and (Date&time) \ ' Secondary water barrier work at 6) Lon,I L4=�'S (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual(Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of ALICE Qo0Rt6UEt MWY Publk-State of Florida • Commiti81lon#FF 227252 Notary Public, Sate of Florida at MY comm.Exgre M.y a,2oto 9onON wrlaw AttMn. General,Building,Residential,or RoofingContractors or an individual certified under468 F.S.to make such tion.- clude oto s ofeach- ne of-the roof with Yphotographs � permit#and address#dearly shown marked on the deck for each inspection Revised on 5/21/2009 Miami Shores Village Building Department JUN o 3 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master hermit No. 1 PERMIT APPLICATION Sub Permit No. i BUILDING ❑ ELECTRIC 19 ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP (� l '`l (� [AcCONTRACTOR DRAWINGS JOB ADDRESS: �� N�) \ &� -Y City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1k -31�yj k 0� - 3%ZZ is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: flood Zone: 8FE: FFE: OWNER:Name(Fee Simple Titleholder): /n 1 Phone#: Addre`ss�:,� � �J � )• 1 City: �i V\� y�\ ��] C� State: t _ Zip: � � Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Namey �rit�� A>n1�Vl Address: City: (� State: =)a Zip: Qualifier Name: ��WC',�-� � -C'�� IIt�G_ Phone#: State Certification or Registration#: \��C� Sit Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: �— City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of work: Type of work: E] Addition (n�❑ Alteration ElNew N1 Repair/ eplace ❑ Demolition Description of Work: -T� o� Specify color of color thv eff Submittal Fee$ Permit Fee -00' C ORO Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ 95 CK)'' 03 TOTAL FEE NOW DUE$264 . Pro (Revised02/24/2014) —� G %—I. 6 f_ Bonding Company's Name(if applicable) Bonding Company's Address City State —" Zip Mortgage Lender's Name(if applicable - Mortgage Lender's Address - City State ip Application is hereby made to obtain a permit to do the work and installations as indicated. i certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFtDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 'WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signatur - OWNER or AGENT CONTRACTOR The foe ng instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of"– 20 by QSPay of _ J20 1� by �� V�►� who is personally known to < V c who is personally kngm4lo me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Si Sig Print: Print: Seal: Cai�aMw O!�227M Seal: lic- or Ely Comm.E*M Ely►2.2012 T49 �dNwoY/�NIIIOiW No4lyA1M s��rr�s�w*xe**:****sr**r*rsr�:e*• s***/**e �s*r*****:ssr*s**s::rrsss*s**ssss*ssrss*•s*sss*s*****rr***•r**••+�wr APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ♦gt�OREs fff Miami shores village Building Department �OR1Dp 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. ✓ COPY OF LIABILITY INSURANCE* D. ✓ COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS-A MIAMI-DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 Certificate must specify the description of operations or ca*actor Hoenwnumber. ........................................................................................ BUSINESS NAME: RC )Q kt& 6 IS\ VNJ LNMil . BUSINESS ADDRESS: \ �w ��c� `fig. C1n'\,6 1 G.� STATE_'V—_L ZIP BUSINESS PHONE: CSS ) � � �� FAX NUMBER vS 43V 11�� CELLPHONE( QUALIFIER'S NAME: L-1ar'lV QUALIFIER'S LIC NUMBER: � �� RII.rR JIrV t t, VVVCRIVVR NCIH LHVVJUIV,ACUMCIHRI STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION " p CONSTRUCTION INDUSTRY LICENSING BOARD ¢' CCCO57540 1 �a 4� The ROOFING CONTRACTOR { Named below IS CERTIFIED Under the provisions of Chapter 489 FS. n " Expiration date: AUG 31, 2016 BRUSCIA, GALEN V �� POE ROOFING&CONSULTING INC 18795 SW 108TH AVE MIAMI Ft_33157 ISSUED: 05/29/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1405290001594 -RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION � > CONSTRUCTION INDUSTRY LICENSING BOARD AS, - I CBC1258467 x` The BUILDING CONTRACTOR Named below IS CERTIFIED «� � } Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 BRUSCIA, GALEN V POE ROOFING 8t CONSULTING INC._, 18795 S W 108 AVE MIAMI FL 3315577 Q _ • ISSUED: 05/29/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1405290001254 Local Business Tax Receipt Miami-Dade County, State of Florida -THIS IS NOTA BILL - DONOT PAY LBT 3736833 BUSINESS NAMEILOCATION RECEIPT NO. EXPUM POE ROOFING AND CONSULTING INC RENEWAL SEPTEMBER 30, 2015 18795 SW 108 AVE 3901783 Must be displayed at place of business MIAMI FL 33157 Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS -PAYMENT RECEIVED POE ROOFING AND CONSULTING INC 196 SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR Worker(s) CCCO57540 $75.00 07/14/2014 CREDITCARD-14-027007 This focal Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit,of a certification of the holders qualifications,to do business. Holder must comply with any gavcrnmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles-Miami-Dade Code Sec lia 22M. For more information,visit wwwAdemidade.govIlaxcollector Jun, 3. 2015 9: 06AM Charles Britt No, 0307 P. 1/1 AC O CERTIFICATE OF LIABILITY INSURANCE DATE(MMrGD1YYYY) ti/3/201 S THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTIER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate hol aer is an ADDITIONAL RED,the pD cy es Musc tie endorsed. IfSUBROGATION IS WAIVED,subject to the terms and condlUons of the policy,cerlaln policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of Such endorsement(s), pryoouceR CONTACT NAME; Amanda Harvin PGI of%Vest Central Florida,LLC PHGNE NC No,Eri: 941-479-721S AIc,Ho: 941-845-4722 515 9th St E„Sle 211 ADDREes: am andah,pglogrnallcarn INSUR12R(S)AFFORDING COVERAGE MAIC B Bradenton FL 34208 INSURERA: AXIS Surplus Insurance Company 26620 INSURED INSURER e: Poe Roaring&Consulting,Inc INSURER C 18795 SW 100 Ave INSURER D: INSURER E: Culler Bay K 33157 INSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIF THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONOIT10N OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE IN3D YIVP POLICY NUMakR MMIpD MM D LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 GWMSMAOE ❑X OCCUR PREMISES Eaoccuaence) $ 501000 MED EXP(Any one peraon) 3 S,000 A FLGLN00794AX 8/21/2014 8/21/2015 PERSONALBADVINJURY S 1,000,000 QEN•LAGGREGATE LIMIT APPLIES PER: GENERALA60REGATE S 2,000,000 X POLICY❑JET LOC PRODUCTS.COMPIOP AGG 5 2,000,000 OTHER: $ p11TOMOBILE LIABILITY p dent 3 ANYAUTO BODILY INJURY(Porporson) $ AUTOS NEO SCHEDULED 1100)LY114JURY(Peracci4enU 5 HIREDALIFOSNON.OWNED AUTOS Per wwonl) S S UMeRELLALIAOOCCUR EACH OCCURRENCE S EXCESS LIAR HCLAIMS-MADE AGGREGATE $ OEO 1 ,RETENTION S 5 WORXERB eDMPENSATION ANb EMPLOYERS'LIABILITY I STATUTE E ANY PROPRIETORIPARTNERlEXECUTNE YIN OFFiCEW1NFJdBER EXCLUDED? ❑NIA E.L.EACH ACCIDENT S (Mandatory In NH) E.L.015FJ15E-EA EMPLOYE $ If yyes,deac4be vnder 0 SCRIPTION OF OPIERATIONS ONar E.L.DISEASE•POLICY LIMIT 1 S DESCRIPTION OF OPERATIONS r LOCATIONS I VEHICLES(ACORD 101,pddlllonal Remarks Schedule,may Oe oltpched 11 more space Is(equired) Description:C00057540 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES DE CANCELLED BEFORE THE EXPIRATION DAVE THEREOF,NOTICE WILL BE DELIVERED IN Miami Shores Village Building Department ACCORDANCE WITH THE POLICY PROVISIONS, 10050 NE 2 Avenue AUYHORITED REPRESENTATIVE Miami Shores FL 33138 C.�rl/ �ftLl✓JZltf� O 01998-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD 05-20-1�;02:08PMAORKFCRI'E BUSINESS SERVICES 1;941 # 1 47, � dt M f s • ! ! ! eta.•• • 1 f • f - { • - f • • f • • • ■/ Mom ilBBMEA/■normumnamsommmo /!■!!■!!■!!■■! 0 nmmvn!r !!■ ■!/!l mons!!D■ommmmumon am a row n!llofam/■NENES moH!■m!!mannoYYif!!!16!�# itgBB/!�Il1■■ ■■■!!■■■! !MAIM Emmons OMEN ONO mosomomlmBMMI,MCt ■BBOEM BNow!■BMOVIE■■■■llfIAlElolomomo■/BBa MEBMEN B■EBEmmaus on MEN smom!!m1ollawgnwmnmmnnm!■■■■mom BB!!■!■lmEME Ems NOMMEN■■!!!!among■B!B■M■oL'tE!!E■Bsmog OMEN mmommemammmmmmmmr_a ifim'&%ftr EBBB■BBBBB/BBBBB■tl�•�r--C; mommon an 1-40 ® .. ■■■M■t■Ao■7a/■■tfR ■!MB/■!m!■■AE■■■P »U■i►NIM! moo■!■Aiii.l�r■/!■_. !/■iloMl/Bi■■■■■■!I i\off■±ioiJ MONSOON ■m■ms amoo!/■/■//■■/ABSEEM/m//■/so!lmoMMlE/%■osmunamm■mE■E ' MEM!gL�B!!/BlBfIlBEM!!B!!H!H■BEH0Bmoto!%!/iolil i■MESE! MABAomo■ ■EESEBoniBmlEmoom000m■onolo■nto%%ls;omt//omt/B■Bo! ONENESS on!!■MMBE■B■BBrn■MG7BB■B■oE/!!!!!/mom f'.mmmmo■mumnmmm MEN/■!!lL7 a■ii[�iil�...`�■/!m/iirioi\ih■�®■/til/m�■/a• iiiiiie iiiml:ii ► ii�iiii�ei�ii�iiiiiiiiiILi1i/�iI/iAi/i'�/s■■�/ia■!��■/�!■AB!1Es■N■�sE! n i ]!m■firi!■��iil/!!m■Elimallilld■/ill//r• lllr ►pili■►!■i,!!!■■!'� iffli oIIS ■�i/ogm!■/ ./!!!o/BEBBBotA■Bo■■M■/mB■B■\■m!!f l,milr :/os,/t lnsog■HB 'i"WOMANiB!fllBoto/mBBBBlH!■■i1�B■■f lil■■■■■mBlB!! MEMBRANE! MONSOON Mi di/It7/■■■/iBMBM//■/\\■Aimii///■//■MM/! M/monElME iiBBlBtlanitlfilf iilHBBmo!lHIBBHKenR/■!Bmomllta ■mBon■Boo ■!\BmonsommiHlmonsonsommussonoowes/Ems Bnommsm/t MIMMINERM son ■ENEM\om1Emoi,t Iiirrrr,�i�,ii/B/Iii�BA�ieiEB■BBEBgPs�llrU�smoson■m■ Mo/ooR/�fli5'1�5�l+rl[ll■l6omOWNMoo■EmmosinrinBloiU RONilt L*Nm■m■mmmmmm■ ■oma■�ile��iidiB■ gni!■lIBBBBBBBBBEBP■nMH ilriiisfi■gIBEBBIBIBBiIB Mliii/..iiiiBNi�iiliiiiiiiiif•tiiiiiHiilral��r:.::unmiiiiiisiAiiiif•i r Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Product Approval Number: Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): P1 r �+ P2: j a P3: Maximum Design Pressure Product Approval Specific System: \ Method of Tile Attachment:� �) V Steep Sloped System Description Deck Type: TUnderia ent: •••• • Roof Slope: C -� .. 0000 0 12 0000.0 Insulation: :00009 0000 0000 . . . 0000 0000 -0000• 0000.. . . 0000. l=Ire Barrier: 0 0 0 • .. .. .. .. 0000.. 0000.. . . . . 000000 Fastener Type&Spacing: 0, 0 0 Ridge Ventilation? �( •••••• Adhesive Type: Type Cap Sheet: rC Roof Covering: Mean Roof Height: CA Type&Size Drips _ Edge. � �u �� _, r , Florida Building Code Edition 2010 L Hlgh Velocity Hurricane Zan Uniform`Permit AppikVion Farm Section E ffile Calculations) For Moment baser!die systems,choose either Method 1 or 2.Compare the values for Mr with the values from K. if the Mr values.are greater than-or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable. an method 1 j-M"Moment rile � !71ri ns Per RAs 127°' M„ roduct approval Mf l .. (�a ' x -M t , --Mrd' Product Approval.A 9 AAf -Mg M Oroduct Approval M 3_ Method 2"Simplified Tile Calculation Per Table Below" Required Moment of Resl nce(Mr)From Table Below Product Approval Mf squired Moment Resist ce• Mean Root Height—► Roof w 15` 0' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 36.0 37.4 39.8 412 30.4 32.2 35.1 37.3 5:12 28A30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 •••• 7:12. 24 25.9 1 27.1 .2 , ... •••••• 0 -Must be used in conjunction with a list of moment based file systems endorsed by the • .•.... .. . •.•.•. 8roward County Board of Rules and Appeals. *00:0* • • For Uplift based the systems use Method 3.Compare the vales for P with the Wr#t*0* ffor ""' •• Fr.if the F values are greater than or equal to the Fr values,for each areaof trAVeal the file attachment method is acceptable. •• •• •• •• •••••• •••••• Method 3"Uplift Based Tile Calculations Per RAS 127" • . . . . ...... (P,: x 1: - x W_- W._)-W: x cos t3: - =F r, Product Approv F :so**: (Pk- x 1:- x w:s_3-W: x cos 0: - =Fa Product Approval P • '• • • ( a= x 1. = x w:._,_W; x cos 0: _ =F Product Approval F Where to Obtain Int ation / Mereto fin Design Pr xe P1 or P2 or P3Kb n ting analysis prepared by PE based on ASCE 7 Mean Roof Height H Roof Scope B AerodynamicMuidplier ResWrldMoment due to Gravity M,AttBctur,et,t Resissance Required Moment Resistance Oalculated MNnimum Attachment Resls cProduct Approval Required tlpNft Resistance F, Calculated Average Tile VYGV# W Product Approval Tile Dimensions l- W=Witt Product Approval AN calculations must be submitted t0 the Bui . Official at the time of permit lion. Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form � 3 Section E Tile Calculations For Moment based tile systems,choose either Method i or 2.Compare the values forMrwith the values from K. if the M,values are greater than or equal to the M, values,for each area of the roof, then the file attachment method is ed Tiacceptable. . j Method 1 " oment asle Iculations Per RAS 127" (P1" .t x ''4_ -Ms: s' =Mr,�-'=mss Product Approval M, (PV_ ' ; x Ma: =Me2l _` Product Approval M; (P X), > -Mg: . `±=M Product Approval Mf Method-2 "Simplified Tile Calculation Per Table Below" Required Moment of Resis*tce(Mr)From Table Below Product Approval M, 114 wired Moment Resi nce* Mean Roof Height-- Roof Si 15` 20' 25' 30' 40' 2:12 34.4 .5 38.2 39.7 42.2 3:12 32.2 34, 36.0 37.4 39.8 4:12 30.4 32,2 33.8 35.1 37.3 5:12 28.+,"' 30.1 31.6 32.8 34.9 6:12 .4 28.0 4 30.5 32.4 •• . 7:12 24.4 25.9 27.1 -_- 28.2 30.0 •• •• ••••0• 'Must be used in conjunction with a list of moment based the systems endorsed by tIV• •• •• •••••• Broward County Board of Rules and Appeals. .... •• • .00.0• .... .... . . For Uplift based the systems use Method 3.Compare the values for F with thevalues for 0 0 0 0 0 0 0;0 0 0 Fr. If the F values are greater than or equal to the Fr values,for each area of w YQof,tion� ••••• the tele attachment method is acceptable. •• •• •• •• •••••• •• 0000•• • M4"d 3"Uplift Based Tile Calculations Per RAS 127 • (P,: x 1: = W:= )-W: x cos 0: - = Product Approvsf 0 :....: (Pp: x 1: _ x =_)-W: x cos 0: - =F,2` Product Approval F��• (P,: x 1: - x W:_ -W: x cos 0: - =FY9 Product Approval F ere to Obtai information [description Symbol Where to find Design Presstue P1 or P2 or P3 RAS'V7 I or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 8 Job Si Aerodynamic Multiplier \ P Restoring Moment due to Gravity Ma Approve Attachment Resistance ful oduct Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F' Product Approval Rehired Uplift Resistances F, Calculated Average Tile Weight W Product Approval Tito Dimensions t _ h Product Approval AN calculations must be submitted Ao the Building Official at the time of permit application. MMIAMNQADE MIAMI-BADE COUNTY ►�y' .. PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) }vww.mlamidade.��ov/economy Boral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 SCOPE: This NOAisbeing issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 Con-erdt Roof Tile •• '....' .... . LABELING:Each unit shall bear a permanent label with the manufacturer's name or iogo,0 5*state aActfalluwing•'•• statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein,•. •o:0 •••• . . .... .... ..... RENEWAL of this NOA shall be considered after a renewal application has been filed ani+#Terg has bee nno change%.' in the applicable building code negatively affecting the performance of this product. '• •' '••••• . . . . ...... TERMINATION of this NOA will occur after the expiration date or if there has been a revision or chMge Ifl the • materials,use, and/or manufacture of the product or process.Misuse of this NOA as an enderse�ent of any product;" for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with airy section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0222.03 and consists of pages I through 10. The submitted documentation was reviewed by Alex Tigera. NOA No.: 13-0723.05 MAWDADE Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NDA approves -a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Bora1 Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900-Slate 1= 17" TAS 112 Flat profile, interlocking,high-pressure w=13" extruded concrete roof tile equipped with thickness= 1-5/32" two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications. Saxony 900-Split 1= 17" TAS 112 Flat profile,interlocking,higl>rpsassure Shake w= 13" extruded concreje rgef file equipped with..... thickness= 1-9/32" two nail holes. Ftt direct degear•aattened •, nail-on,mortar set dr•Idhesive tet • •••••• applications. Togs ace available in 4 •••• different configAWjarfs: • 1. Complete fila brushed 96%00 2. Right haMl itrshed(sl:ew:rin 9606:6 drawing••••• • 3. Left halt-brusFred :...:• •••••• 4. No brunt • Saxony 900-Shake 1= 17" TAS 112 Flat profile,interlocking,higl"regesure w= 13" extruded concrete roof tie equipped with thickness= 1-9/32" two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications. Trim Pieces Length:varies TAS-112 Accessory trim,boosted Barcelona, concrete Width: varies roof pieces for use at hips,rakes,ridges and varying thickness valley terminations manufactured for each tile profile. -N4A Na.: 13-0723.05 MIAMI•QADECOUNTY Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 2 of 10 2.1 N A wFACTURING LOCATION 2.1.1 Lake Wales,FL. 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101{Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6. Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering,hic. TAS 102 (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (1 Quik-Drive Screw, Direct Deck) •••• The Center for Applied 25-7214-5 Static Uplift Testing .•. Marcli,•P995 ••••;• Engineering, Inc. TAS 102 ...... .. . ...... (1 Quik-Drive Screw, • . ...... . . . Battens) •••••• .... .... . . Redland Technologies 7161-03 Wind Tunnel Testing Appendix II TAS 108(Nail-On) ••;••; ••••• Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing '• •• Aug'1994 •••••• TAS 108(Nail-On) :":': ' '. Redland Technologies P0631-01 Wind Tunnel Testing July1.944 :6066: TAS 108 (Mortar Set) • 000 ;••••: Redland Technologies P0402 Withdrawal Resistance Sep$.092 Testing of screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test 4MDC-77 TAS 100 Atlanta Testing& R1.994 Physical Properties Aug. 1994 Engineering,Inc. R2.894 TAS 112 R3.894 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 520111-4 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 NOA No.:13-0723.05 MIAMNOiAD; Expiration Date: 04/26/17 YEW Approval Date: 09/26/13 Page 3 of 10 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4& 5 25-7848-6 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations Aerodynamic Multipliers January 2007 Walker Engineering,Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering,Inc. Evaluation Calculations Restoring Moments Due to February 2007 Gravity Nutting Engineers 130 TAS 112 January 2007 3. LIMITATIONS 3.1 Fire classification is not pail of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade-County-Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlavrnent material manufacturers published literature. 000000 3.6 This acceptance is for wood deck applications. Minimum deck requirements shalj u in coft"tance with•;• the applicable Building Code. •..••. •..'•: ••• • .... .... . . • • • • • • •••••• NOA No.: 13-8'13:84 MIAMMDIADE COUNTY Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 4 of 10 4. INSTAUUTION 4.1 Saxony 900(Slate, Shake& Split Shake)Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W) and Dimensions (I x w) Tile Profile Weight-W(Ibf) Length-I (ft) Width-w (ft) Saxony 900 11.5 1.417 1.08 Slate, Shake &Split Shake Table 2: Aerodynamic Multipliers -X(ft) Tile X(fe) ?,(ft3} Profile Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 0.313 Slate, Shake& S iit Shake Table 3: Restoring-Moments due to Gravity-Mg (ft4bf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck Slate, 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 06146. 7.34 0*06 Shake & 00 Split .. ... .. .... . Shake •• ••• • .... .... ..... ...... . . ..... .. .. .. .. ...... .. . V: 00 0 NOA No.:13-072,105 CA91 COUNTY Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 5 of 10 Table 4. Attachment Resistance Expressed as a Moment-W(ft4bf) for Nail-On Systems Tile Fastener Type Direct fleck Direct Deck Battens Profile (min 15132" (min. 49132" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake&Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 48 Screw 30.8 30.8 18.2 2 48 Screws 51.7 51.7 24.4 1-lad Smooth or Screw Shank Nail(Field 24.3 24.3 24.2 Clip) 1-10d Smooth or Screw Shank Nail(Save 19.0 19.0 22.1 Clip) 2-10d Smooth or Screw Shank Nails (Field 35.5 35.5 34.8 CC 2-10d Smooth or Screw Shank Nails (Eave 31.9 31.9 32.2 Clip) Table 5: Attachment Resistance Expressed as a Moment Mf(ft4bf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Desistance MonierLifetiie Saxony 900 Adhesive 31.3... Slate,Shake&Split Shake . . '....` *e*4:* 1 See manufactures component approval for installation requirements. •• • •••• • 2 Daw Chemical TileBond Average weight per patty 13.9 grams. ...... ,. . ... :. Polyfoam Product Inc.Average weight per patty 8 grams. ...:.. .... .... . . Table 6: Attachment Resistance Expressed as a Moment- Mfltr-fbf) •••• ••` • . . ... . for Single Patty Adhesive Set Systems ......00 99 •• • Tile Tile Application Mfgkpum Attachment Profile ResiStail" "' •• MonierLifetiie Saxony 900 Polyfoarn PolyProrm Slate, Shake & Split Shake Pol oam Pol Pro TM 40.4 • 3 Large paddy placement of 45 grams of Pol ProT"' 4 Medium paddy placement of 24 grams of Pot ProTM. Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set Systems Tile Tile Minimum Attachment Profile Application Resistance MonierLifetiie Saxony 900 Mortar Set 43.9 Slate, Shake& Split Shake 5. Tile-Tite goof Tile Mortar MIAMFQADE COUNTY N(YA No-.: 13-8723.05 Expiration Date: 04/26/17 APPROVED I Approval Date: 09/26/13 Page 6 of 10 �. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami-Dade County Product Control Approved". im LABEL FOR SAXONY 900 TILES(LAKE WALES FL PLANT LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. 9066 6 6 . . 0000 0069.9 6 •9 9 0000 6 ..0666 •• . 0000.. 600969 •9666• •000 9699 0000 0000 0000, 0000.. . . 6.... 00 .. .. 6• 0000.. 060006 . 9 0 . 0000.. 966666 6 . .66699 ., 6 NOA No.:13-0723.05 MIAM4GADE COUNTY Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 7 of 10 PRoFmE DRAVViNcs NAIL HOLES • 1-5/32" (Slate) k � 17 " �k COVERLOCK '.� 1311 31, .... UNDERLOCK . . .... ...... ...... .. . ...... SAXONY 900 SLATE ...:.. .... .... . . .... .... ..... ...... . . ..... .. .. .. .. ...... . . . . ...... MIAMNQADE COUNTY ?SFE}4?dor:: 13-V':'2 3:i15 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 8 of 10 i NAIL HOLES S �.! 1-9/32" (Shake) 17 " 13 ,. Note: Available Top Surface Finishes 5. Complete the brushed 6. Right half brushed (shown in drawing) 7. Left half brushed .... 8. No brush • . . .... ...... ...... .. . ...... SAXONY 900-SPLIT SHAKE ' .••. ...• . . ..•• ••.• .••.. • .••.•• • . ..•.. •• •• •• •• •••••• • • • • • •••••• Pio.: 134721.05 MIAM4DADE COUNTY Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 9 of 10 NAIL HOLES (Shake) 1'Is �`J•fl • 17 13 SAXONY 900-SMKE END OF -THIS ACCEPTANCE .... . . .... ...... NOA ...... .. . ...... .... .... . . .... .... ..... ...... . . ..... .. .. .. .. ...... . . . . ...... Na.: 134723.05 MI APPRECOUNTY Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 10 of 10 MIAMI-DADE COUNTY MIAMMQt1DE PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) %ivw.miamidade.u(v/economy 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN. 55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3MT'M 2-Component Foam Roof Tile Adhesive AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state"following statement: "Miatm-Dade County Product Control Approved",unless otherwise noted herein; ••• *0009* ••••0• •• . .... RENEWAL of this NOA shall be considered after a renewal application has been filed a$d t$dz'e has bNn no chad44!•" in the applicable building code negatively affecting the performance of this product. •••••• TERMINATION of this NOA will occur after the expiration date or if there has been 0W"jion or.change in 11140••• materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of"y product,fes... sales, advertising or any other purposes shall automatically terminate this NOA. Failure to;curgipty with any section of• this NOA shall be cause for termination and removal of NOA. :.00 -0-0-: ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,:and 101144ld by the • expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 13-0502.02 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAMI-DADE COUNTY NOA No.:14-8$US.$ Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof the adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,-low,and high profile roof tide systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications. 3MT"t 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 ProPack®30& 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. •0 0 0 0• 000000 . . .. . 9090 0 MANUFACTURING LOCATION: •••;•• 00. • • 0000 ••••• 1. Tomball, 9999 TX. 9999. 9999 •0.0 0• • 9999 9999 99990 PHYSICAL PROPERTIES: 90909• ••••• 6 60 09 90 0 9006.0 Prove Test Results 6 6 6 0W 6 Densitv ASTM D 1622 1.6 lbs./ft 3 •0'••• _ 9999.. Compressive Strength ASTM D 1621 18 PSI Parallel to rise 0110 '0 00 :6 6 6 0: 12 PSI Perpendicular to rise•• •0 •• • Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft' Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change a 40'F.,2 weeks +6.0%Volume Change @158°F., 100%Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 140345.01 MIAMFDADE COUNTY P� %Eiration Date: 05/10/17 •• • Approval Date: 09/04/14 Page 2 of 11