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RF-15-3122 Inspection Worksheet Miami Shores Village t 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-249542 Permit Number: RF-12-15-3122 Scheduled Inspection Date: February 24,2016 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: GUGUEN,ALICE Work Classification: Tile Job Address:10601 NE 6 Avenue Miami Shores,FL 33138- Phone Number Parcel Number 1122310120020 Project <NONE> Contractor. FLORIDA E Z REMODELING INC Phone: (305)796-6753 Building Department Comments RE-ROOF ENTIRE HOUSE Infraatio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed t Correction j— �-- Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid February 23,2016 For Inspections please call: (305)762.4949 Page 10 of 40 Lab Report No. 125639 FLORIDA TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY C.A.#30448 5 Lab Certificate#13-0507.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO-DADE COUNTY PROTOCOL TAS-106 PROPERTY ADDRESS. 10601 NE 6th Ave.,Miami Shores PERwTNo: RF12-15-3122 ROOFING owNER: Alice Gupen sQuAREs. 35 CONTRACTOR. Oroni Inc. ROOF PITCH.- 3:12 INSPECTOR TILE TYPE Flat INITIALS• JC ATTACHMENT.• Polyfoam TEST DATE.- 2117!2016 Testing Equipment:Digital Chatillon DFIS 200 Test Tabulation Required Testing Force:35 lbs No. RESULT No. RESULT No. RESULT No. RESULT Na RESULT 1-9 Passed 4048 Passed 10-19 Passed 20-29 Passed 30-39 1 Passed THIS ROOF HAS:PASSED ® FAILED❑THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY TAS 106. 3.5 34 % /32 3f "-3,6 3b 40 3S 38 37 / 2 41X 25 $ \, 26 �7 43/" � 2 46 45 22 - 76 44 1 47 20 19 = 18 48f`�Q 4 3; 15 1 9 '11 �- - - 6 'h Alberto Cardona,P.E. Lie.No. 1713 U'//� 16, 10735 SW 216'St. Unit 416 Tel:305-256-4550 www.FloridaTEC.net Miami FL 33170 Page 1 1 Fax:305-256-6833 e Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 I��pR ► Tel: (305) 795.2204 Fax:(305)756.8972 RE: Permit# DATE: "ZL INSPECTION AFFIDAVIT I _ kCa AASO' cg CA licensed as a(n)Contractor/Engineer/Architect, (Print name and drde License Type) FS 468 Building Inspector License#: C� 111: l On or about— s®�lib . I did personally inspect the roof deck nailing (Date&Ohne) work at ��I (0 AVE (Canplete 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, Ding the first duly swom,deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 72t, day of Notary Public,Sate of Florida at Large r Sopa T.Vasquez Commission i4 FR42611 • ExPirees:December 9,2019 Bonded tifru Aaron Notmy 'Cenerai,Bum,Resdentt,or Roofing Contractors or any IndMdual oerBNed under 466 F.S.to make such an inspection include phoWgrephs of each pine of the roof w ft h pemdt#and address#dearly shown marked on bre deck for each inclton Dm.bnA nn 17MA M4AW74 PMflQ Miami Shores Village 10050 N.E.2nd Avenue NES'- Miami Shores FL 33138-0000 Phone: (305) 95-2204 i � r Exp iration:0612/12016 Project Address° Parcel Number Applicant 10601 NEI AVenue 1122310120020 ALICE GI;GUEN Miami Shores,, FL 33138-- Block: Lot: Owner Information Address Phone Celt IJEN 10601 NEI Avenue ALICE GUG - MU MI SHORES FL 33138- 10601 ISE 6 Avenue - MIAIWI SHORES-FL:33138- Contractor(s) phone Cell Phone Valuation• $21,760.00 FLORIDA E-Z REMODELING INC (305)795-6753 Total Sq Feet. 2600 - Type of Work Re'Roof Available Inspections: Additional Info:-RE-ROOF ENTIRE HOUSE Inspection Type: Classification:Residential Up Lilt Repoli Scanning:4. Tin Cap Final Roof J 'rile In Progress - Renalling Affidavit Review Roof Review Roof Cap Sheet Fees Due Amount Ray Data Pay Type Amt Paid Amt Due CCF $13.20 Invoke# RF-121$48081 oBP12 Fee 12/24/2015 Credit Card $308.20 $60.00 DCA Fee $4.50 Education Surcharge $4.40 1217/2015 Credit Card $50.00 $0,00 Permit-F�"-New Roof $300.Q0 f Sc:anniree , $12:Otl- , Technoft Fee $17.60 Totais $366,20 � 7 In consideration of the issuanca:to me of this permit, I agree to perform the work,covered hereunder in compfance with all ordinances and regulations pertainiri ereto and In sdtct conformity with the pians,drawings,statemerr�or specifications submitted fo the,proper authorities of We I Shores Wage. In acceptinis permit I assume responsibility for all work'done by either myself, my agent, servants, or employes. I-unde►stanci that separate permits are required Q ELECTRICAL,PLUMBtNe MECHANIC�iI.,WINDOWS,BOORS,ROOFING ancJ SWIMMING POOL.work. OWNER�P'FIDA%AT: I certify that all the foregoing information Is accurate and that all'work will be done in compliance*Waft applicable laws regulating ; Constructs I and zo Futhermore,I authorize the above-named Contractor to do the work stated., r;�, December 24,2075 AythorizedSlgnaturA:Owner J Applicant / Contractor /.' Agent a - BUH i ng Department Coby December 24,2015 1 � - III INSPECTION RECORDSTRUCTURAL ZONING PLUP,,ABING ; PE ON DATA 1�11SP1 P ON A INSP INSPECTION DATE INSP Foundation I Zorft Final Sternwali ZIMINGIOMMEMS Rough` Slab Water Servke Col I st Lift Rough Columns 2nd,Lift - TOP Out Tfe Beam Fire Sprinklers Truss/Rafters Se ffc Tank Roof Sheathing Seaver Hook-up Sucks Roof Oralns Windows/Doors ELECTRICAL Gas intetfor Framing 11III DATE 1 INSP I LP Tank Insulation Tem Pole Well Ceiling Grid ' 30'Day Temporary Lawn Sprinklers DMWI Pott Sondin . Main Drain Firewalr - Pool Deck Bonding Pool PipingI Wire Lath Pool Wet Niche Backflow Prevento Pool Steel Underground Interceptor Pool Deck FooterrGround Catch'Basins Final Poollab ndensate Drains Final Fence Wall R h HRS Final Screen Enclosure Ceiling Rough Driveway foughLUMBI G COMMS DrivewayBase- Tele hone Rough Tin Ca Telephone-Final Roof- in P rens 1TV,Rou h Mo In Progress TV Final Final Roof Cable Rough Shutters Attachment Cable Final h Final hatters: Intercom Rou - F al S g Guardrails Intercom Final MECHANICAL Rails and Gu ADA compliance larm Rou fi INSPECTION OATS 1NSP I Alarm Final.h; Underground Pipe 7Cert M NTS Fire Alarm ugh Soil Brt Fire.Alarm FiRouSoil T ` Service Wo With Floor Elevation Survey Verdlation Rough_ Reinf Unit Mas Cert CTR M Hood Rough Insulation CeMcate Pressure Test Spot Survey Final Hood Final Surve _ - Final Vbntilation Truss Certification Final Pool Heater STRUCTURAL MENTS Final Vaaaum FIREMECHANICAL MMENTS 4N8PECLTW0N,,q SPkW r I Miami Shores Village Building Department n C 17 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 201 BUILDING Master Permit No. PC IIt/L/ Iz v PERMIT APPLICATION Sub Permit No. 5-a2.2, F-1BUILDIN 22- ❑BUILDING ❑ ELECTRIC ZROOFING ❑ REVISION ❑ EXTENSION E]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:—4—U 00 d `y6 T City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 'k ��V��-l.�f®'6P�-� Phone#: Address: City: tA:�AA&A on 9*- State Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: *ejW//u6 /AIC• Phone#:-3 ' Address: 00. 1 Sly l.il s j City: Pill A)✓l l State: f -- Zip: X13,�•� Qualifier Name: ACTOR C.•996TA L df Phone#: (so-5) ��'6�✓�-3 State Certification or Registration#: 4CM ®30630es Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: r City: State: Zip: : Value of Work for this Permit:$T I Square/Linear Footage of Work: 21 AO Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: ( &' _ i IE;:- L pit Specify color,of color#hru tile•' • a7ji d t r2.y� r nflEfl 1 ;;` � t Submittal Fee 'Kermit°Fee$ .E• CQ CCF$ 6 "° t Cts/CC$ Scanning Fee$ Radon Fee$ W- SQ DBPR$ Y • Notary$ Technology Fee rO0 —Training/Education Fee$ 4® Double Fee$ �Q Structural Reviews$ Bond$ ��. TOTAL FEE NOW DUE$ , (Revised02/24/2014) ca •' 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 Zip 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 AFFIDAVIT: 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not approved and a reinspection fee will be charged. / Si nature Signature g g OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of -be c..,ww be r ,2015 ,by _day of of I e M b @d ,20 15 •by .A)►G.& GUGIULLi ,who is personally known to Ae ch r r Q r r a+4 Oi ,who is personally known to me or who has produced DL-*- 0n -@'e as me or who has produced DL'#!- ori 41'- as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: Su ` . T.Vqm : " gwpa T.Vxqua Seal: Comm n # FF942611 Seal: COinrtdS M # FF942611 s " Expires Dlemler 9,2019 ="• "g Expires:Dnember 9,2019 On Aaron Notary Banded thru Aaron Notary *�*wswwe*wssa� ass*a**aMawr*�* ��e*ss�s*�s*�**+�***ss+�*w��s**��* ��s�x*es*�**�*•��*e***$*sxsx+e+rs+sw+� APPROVED BY / fd� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) •••• MiamiShoresVillage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Notice to Owner- workers' Compensation Insurance Exemption Florida Law requires Workers'Compensation insurance coverage Under Chapter 440 of the Florida Statutes. Fla. Stat. §440.05 allows corpomft officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Fads Brochure.• An employer in the construction industry who employs one or more part-time or fi l-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if 1. The officer owns at least 10 percent of the stock of the corporation,or in the can of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company. �hh �ore fou may be nersomally liable for the worker comoensation iniurries q gav rrer�� owed to work under this B Please check with-4ay insurance earner since most property Insurance policies DO'NOT cover this type of liability. your BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner eeII r � Print Name: 1 C Print Name: j40AWP414 Signature: Signature. State of Florida) _$: COmmiSS M # FF94261 Commissiat � FF942611 r County of Miami-Dad 11 Expirs December 9,2019 Copy of Mriami-Bade �, s flimDecember 9,201 Sworn to and subsen aftn Kbru Aaron NO" Sworn to and subscnbedb �e this thN Aaron Notary day of d 20 day day of ,20 5 By By �r9 (SEAL) (SEAL) Type of Identification produced LL Atl e T of Identification roduced 9 • rig: y., FLORIDA E:-Z REMODELINGINC ROOFING AND GENERAL CONTRACTOR 10051 SW 43th ST MIAMI FL 33165 PHONE (305)796-6753 EMIAL: HECTORI910YAHOO.COM Date: State of :V l o ►c�a County of__ 1`41 OLVK 1 Z) t.c�8 Before mi this day personally appeared p oc o COL f Irato I 06 who, beim duly swop€►,deposes and say: That he will be the only person on the project working at 1060l AIA7 to a VZ Zvi A-,--, SWOrn. affirmed}and subscribed before me this day of De4z b jr ,20,E by Personally Know OR Produced Identification on -C-,Vc Type of Identification Produced L Suyaaa T.Vow Aeof (eo1n11�4S N # �42Bi1 EVft 9,2019 Print, or p W�2 BoltM thfu k=No1vy STATE LICENSE CCC-1328085 STATE LICENSE CGC-058612 Miami Shores Village Building Department 10050 N.E.2nd Avenue L�� y� Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: L�Crz Property Address: 0(";N I OJT Roofing Permit Number: RF--12- 15-3122 Dear Building Official: IY.- 6Mk&014--J certify that I am not required to retrofit the roof to wall connections of my building because: o The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions 1994 dition of the South Florida Building Code(1994 SFBC) -A/I' Lt Y,' Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this mrd day of T. ConiniNgn # R942611 B#K Deefn w 9,2019 Notary Public, Sate of Florida at Large •, Ban*thtu Aaron Notary • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 19J23/2015 Properly Search Application-Miami-Dade County • 4 t=: s. Address Owner Name Folio SEARCH: 10601 ne 6 ave Suite PROPERTY INFORMATION I E Folio: 11-2231-012-0020 1 Sub-Division: GOLF VIEW ESTS CORRECTED PLAT 1 Property Address 10601 NE 6 AVE Miami Shores,FL 33138-2051 Owner ALICE GUGUEN 1 Mailing Address 10601 NE 6 AVE MIAMI SHORES,FL 33138 i Primary Zone 1100 SGL FAMILY-2301-2500 SQ 4 Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds I Baths/Half 2/2/0 hfpJ/www.miamidade.gov/propertysearch## 118 12/23/2015 Property Search Application-Miami-Dade County Floors 1 Living Units 1 Actual Area 2,042 Sq.Ft Living Area 1,979 Sq.Ft Adjusted Area 1,888 Sq.Ft Lot Size 14,100 Sq.Ft Year Built 1949 On Oft c v \ ASK Aw NO s \ E r r �, I�Wlfi i K . �f � y hftp://www.miamidade.gov/propertysearctV#/ 218 12@3/2015 Property Search Application-Miami-Dade County F: Featured Online Tools Comparable Sales Glossary Non-Ad Valorem Assessments PA Additional Online Tools Property Record Cards Property Search Help Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION ASSESSMENT 2015 2014 2013 ;; Land Value $329,390 $189,128 $189,128 Building Value $100,140 $97,251 $97,251 Extra Feature Value $2,041 $2,070 $2,0981 Market Value $431,571 $288,449 $288,477 Assessed Value $290,756 $288,449 $288,477 _.. .. ... ...... ...... ... . TAXABLE VALUE INFORMATION 2015 2014 2013 COUNTY ___ ..._- __._. ....._. .._ _ ...._... ......_ ................_............._._...._. .._. ..__..._.....-...... ........... _.._. Exemption Value $50,000 $50,000 $50,000 Taxable Value $240,756 $238,449 $238,477 SCHOOL BOARD Exemption Value $25,000 $25,000 $25,000 Taxable Value $265,756 $263,449 $263,477 � CITY .�_....-.._�:� Exemption Value $50,000 $50,000 $50,000 Taxable Value $240,756 $238,449 $238,477 REGIONAL http://www.miami .gov/propertysearch/#/ 318 19/2312015 Property Search Application-Miami-Dade County Exemptl3n Value $50,000 $50,000 $50,000 Taxable Value $240,756 $238,449 $238,477 .... �5 BENEFITS INFORMATION Benefit Type 2015 2014 2013 Save Our Homes Cap Assessment Reduction $140,815 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). ....., ,. ._, .m.. 3�:a:ry-a.. r.....:: .........wr«: r.... ....,.... ....,.....v..... ......:.. .... ..; :.. .... ..v.r. .:: w.um Kvuu ,.. ,. :...:.. w.,h .v.._. .,., .. r ..,v. .. ,....e..... u...... ,. FULL LEGAL DESCRIPTION GOLF VIEW EST CORR PLAT PB 41-58 LOT 3 LOT SIZE 94.000 X 150 4 OR 17231-0719 06961 _........ ......... ....... SALES INFORMATION Previous Sale Price OR Book-Page Qualification Description Previous Owner 1 i3 02/22/2011 $270,000 27604-2273 Qual by exam of deed PETER A CARUSO !i 06/01/1996 $127,000 17231-0719 Sales which are qualified 08/01/1988 $0 13789-2946 Sales which are disqualified as a result of examination of the deed 07/01/1980 $107,300 10845-1038 Sales which are qualified 3< 08/01/1973 $63,000 00000-00000 Sales which are qualified 05/01/1971 $30,500 00000-00000 Sales which are qualified For more Information about the Department of Revenue's Sales Qualification Codes `i 2015 2014 2013 ....... LAND INFORMATION Land Use Muni Zone PA Zone Unit Type Units Calc Value hftpJANww.miarnidsde.gov/propertysearchN# 4/8 12/23/2015 Property Search Application-Miami-Dade County A GENERAL R-20 1100-SGL FAMILY-2301-2500 SQ Front Ft. 94.00 $329,390 ........ ........ ..-__.... .... E,x ,,. .. .... BUILDING INFORMATION Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 1949 2,042 1,979 1,888 $100,140 . Building Sketches Available! EXTRA FEATURES Description Year Built Units Calc Value Patio-Wood Deck 1984 810 $2,041 �.. - ADDITIONAL INFORMATION *The information listed below is not derived from the Property Appraiser's Office records. It is provided for convenience and is derived from other government agencies. LAND USE AND RESTRICTIONS 3 Community Development District: NONE Community Redevelopment Area: NONE Empowerment Zone: NONE Enterprise Zone: NONE 3 Urban Development: INSIDE URBAN DEVELOPMENT BOUNDARY i Zoning Code: R20- Existing 20-Existing Land Use: 10-SINGLE-FAMILY,MED.-DENSITY(2-5 DU/GROSS ACRE). Government Agencies and Community Services _ _......................_.,._.._._....._. ....................___. .._ ... _._.....__......._..... .............. .. .... _._.___....._.._..._. .._..... _..... .....___-_......_...._.._. . ..........._..............._...w......___.............__........_._.........._... ......_.._............_....... ... OTHER GOVERNMENTAL JURISDICTIONS Business Incentives Chiklrens Trust 3 City of Miami Shores Environmental Considerations '. Florida Department Of Revenue httpdAwww.miamidade.gov/propertysearchW 518 • • • • • if � I , 1 • ml e ' • • • • • ■ • • ■ c• , ■ 1 ME ■■1�1■i1■�-■lid■■■■■■■■■■■■■■■■■■■■■■■■■■�: \.11` 11 Il t��e;.,�1■ ��sl■■■■■■■ ■■�1i11.Ii7■�tit'■■■■■■■■■■■■■■■■■■■■■■■■■■ �■■1:�'IE° it .. ■■1 �1■■■■■■■ ■■■■■■■■■■■■■i■■■� ■■■■■��■■In■r,�■■tee■■1 .:.:. :..::. �■■■■■■ ■■■■■■■■■■■■■■■■%■■■■■■■11■■■iii■\■LS>■■6��.•.�z;_.r��■r■�Ii " ■■■■■■■■■■■■■�■�1\■■■■11■■■■■■■I■■\�■11■■■_■■■■TII!1!!�1�1'!�!M1�1■T11'f1�4!■■r ■■■■■■■■■■■■■�%Ci■\■■■1�■■■■■■A[Jii�E�l:■�� ■iriiiiilWNifiil�7.•Ytilif.X■�■� ■■■■■■■■■■■■■■■■■■■■►J■■■■■■■�C:■\i■■111�!(�f7:]i�1I3711■■■rl+!■■■I■■■C'1 ■■■■■■iris■wwwww■w■■■■■■■■■■■■■r�!■■�■[:====r_�.r■�1■�■i%��i�■�■i:f� ■■ ■■■■■■■■■■�i11■■■IIS■■■■■�■11■■■■!�1■■■■■■■■� ■■��■■��■�■■■■■■■■■■■■■■■■■■■■■ I■�■■■■■■■11■■`■■■I�■��■4'[!5:1; ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�Lf:IirTe■�3 5i11■■�\■■l■■finELM INU ' Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Crown Building Products of Florida Product Approval Number: 14-1006.03 Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): 131: 47.6 P2: 100.6 P3: 100.6 Maximum Design Pressure Product Approval Specific System: 61.9 Method of Tile Attachment: 3M -COMPONENT FOAM ROOF TILE AS-160 JJQ Steep Sloped System Description ion .009.0 0000.. Deck Type: .. .. 5/8 INCH PLYWOOD0 • • • 0000.. . .. 000.. 0000.. Type Underlayment• """ Roof Slope: ' ASTM D 226 TYPE 11 #iG'06 �00 .....' 3 : 12 ' " " ' Insulation: •• 6.40•• N/A0000.. 0000. .0000. Fire Barrier: N/A '"' ' ' "' '•"' . . .. . Fastener Type&Spacing: Ridge Ventilation? 1 1/4" R.S. CORROSION RESISTANT CONTINUOUS Adhesive Type: 3M 2-COMPONENT FOAM ROOF TILE ADHESIVE AH-160 Type Cap Sheet: POLYGLASS POLYSTICK(PEEL AND STICK) Roof Covering: Mean Roof Height: 6 Type&Size Drips Edge: 3 INCH 26 GAUGE { Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based the systems,choose either Method 1 or 2.Compare the values for Mrwith the values from Mf. If the M,values are greater than or equal to the Mr values,for each area of the roof,then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (p1; 47.6 X A.313 = 14.90 _Mg; 8.17 =Mr, 6.73 Product Approval Mf 40.4 (p2; 100.6 X X .313 = 31.49 }-M 8.17 =Mr2 23.32 Product Approval Mf 40.4 (p3; 100.6 X a .313 = 31.49 -M 8.17 =Mrs 23.32 Product Approval Mf 40.4 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance(M,)From Table Below Product Approval Mf M Re uired Moment Resistance* Mean RoX Height--► Roof Slope'*, 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42. 3:12 32.2 34.4 36.0 37.4 .8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 A 25.9 27.1 .2 30.0 *Must be used in conjunction with a lis f moment based the systems an rsed by the Broward County Board of Rules and Ap Is. For Uplift based tile systems use Method Compare the v ues for F'with the values for Fr.If the F'values are greater than or equal the F,val s,for each area of the roof,then the the attachment method is acceptable. Method 3"Uplift Based Tile C tions Per RAS 127" (PI: x 1: = x w:=_)-W: x c 0: - F„ Product ApprovalF' :••• • Goo*:* (P2: x 1: = x w:=_}-W: cos 0: - - Product Apl3rovel F' . -•+- (133: x 1: = x w: W: x cos& - =F Product A r• •..• • • • • . Wre to Obtain Information :• • .. Description SymWhere to fin ..:..' ...... . . Design Pressure P1 o 2 or P3 RAS 127 Table 1 or by an engineering analysis prepareNLY PE•baM on ASCE •• Mean Roof Height H Job Site •`•"` • Roof Slope, B Job Site • ••• Aerodynamic Multip r x Product Approval • • • i•••• Restoring Moment due to vity M, Product Approval •• • •`` • • Attachment R istance M, Product Approval • • Required Mome esistance M, Calculated Minimum Attachrp6nt Resistance F Product Approval RequiregArUpIfft Resistance F, Calculated Average Tile Weight W Product Approval Of Tile Dimensions I length Product Approval W-width All calculations must be submitted to the Building Official at the time of permit application. M O SECTION R4402.11.3 NIGHVEL*CffYHURFUCANEZONES REOWRED OWNEFIS tE)7'IF1CATION FOR ROOFING CONSIDERATIONS E0 .f21 . As it pertains to this section,it;is.the resprirasibiiityofthe roafng contractorto provide the ownerwiththe required roofing permit,and to explain to ownerthecontent ofthissection.The provisions of '6000nR440290vem the minimum requirements and stOndardsof theindustry for roofing system Installations. Additionally,the following items should be addressed as part of the agreernent;between the owner and the Contractor:7'he owner's Initial in the adjacent boxlndIcates•thatthe item has been explained. . G ,_1.Aestlretics-Wor#cmanehlP:'thee workmanship provisions of Section 84402 are for the purpose of providing thatthe roofing system meet lhev*W resMance and water Intrusion perforrnands star%Wft..Aesthetics. (appearance)are nota consideration with.respect to`wvrkmanshlp provisions.Aesthetic tssu" h as color or architectural appearance;.that are not part of a zoning c ode,'shouid be addressed as part.oftheagreement between theownerand the eont%tor. 'k69 2 Reraaitlrcg Wood Ods;When repiaelrag roofing,the existing wood roof dec nW to ve to be renai(ed Inacxordan+c wdtlt the aentprovlsions of Section R44Q3.(The root decc.is usualitt conoealedpufor to removing the existing roofsyste ,) _AG4___ 3. Common Loafs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.) In buildings'with common. roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. ACa 4•Expaagc!Callings:Exposed,open# anaoe ark where tha underside of the roof decking l : can W viewed from below.The owner may wish to rnairdain the ar titaCt+ur`ai appearance,.thereforp,rogflng nail penetrations of the underside of the decking may riot be acceptable.This Pt,* idGs tie option of mpfrttdMIhg ...... this-appear e. ' Aa S.Ponding Water:The current roof system and/or dock,of the building •••••• •• •0 00 0• ma cause water to ) low-lying ��i:+l4t drain well and y pond (accumulate) in low-I n areas of the roof: Ponding cagAq an indication of :0000 struoturel distress and may.require the review of a professional structural angineer.wV990g m4081"Oen ..... the life expectancy and performance of the new roofing system. Ponding cxmditioin!ut not baa svid'ant ..:.. until the original rvafiM system is removed. Ponding conditions should be correcterL .. 0.: ...... $.Overfl'ow scuppers Mall outlets):It is required that rainwater flowoti<so. reyof)S•ngi 6669:6 ove.oaded from a build up of water.i erimeter/e .0 dgewalis or other roof extensions may bitx�thisc�reci'� �.... if overflow scuppers (wall:outlets) etre:not provided. it may be necessary to instar trverfbtnr Upppein accordance wit the requiromen of Sections 84409,R4403 and 84413. •• • �t G 7.Ventilation:Most mot'structures should have some ability to vent natural alrfiow throughAhe interior of the structural assembly(the building itself).The.existing amount of attic ventilation shail not reduced.ft may be beneWal to consider additional'venting which can result In exterWing the service fife of the roof. Exceptlorn Attic spaces,:designed by a Florida licensed engineer or registered architect to eliminate the attic venting van ash Inot be.required. ignature Date tontrao, Signature Property Address Permit Dumber. a MIA141 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BNC) 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 (NOM www.miamidade.eov/buildine/ Polyglass USA lny . 150 Lyon Drive Fernley,NV 89408 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 BNC-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. BNC 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. •••••• 0000.. DESCRIPTION:'Polyglass Polyslick Underlayments •.••.. •..• 0000:. 0000.. 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo';4,statd nd:. • following statement: "Miami-Dade County Product Control Approved",unless otherwise nofe$herein. ••: 00• 00.00. 909 . 00000 00 RENEWAL of this NOA shall be considered after a renewal application has been filed Bad mere has beeu no •• • • change in the applicable building code negatively affecting the performance of this product.• : 0 0 0089:0 0000.. TERMINATION of this NOA will occur after the expiration date or if there has been a ret�isi8n or clang n the*:0040:••• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of Any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any 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 renews and revises NOA#09-0806.07 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0601.10 Expiration;Date*/13/16 Approval Date: 09/15/11 Page 1 of 8 a ROOFING COMPONENT APPROVAL Category Roofing Sub-Category: Underlayment Material: SBS ,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt underlayment 6518"x 3'V/815 waterproofing membrane,glass fiber reinforced Manufacturing Location 60 mils thick with polyolefinic film on the upper surface for #2 use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick IR-Xe Roll: TAS 103 and A fine granular/sand top surface self-adhering, underlayment 65' x 3'3-/8" ASTM D 1970 APP polymer modified,fiberglass reinforced, Manufacturing Location Or 65'x 3' bituminous sheet material for use as an #1 &#2 80 mils thick underlayment in sloped roof assemblies. Designed as an ice&rain shield and as a flat roof rile underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhetpS,, �P underlayment 32'l 0"x 3'3'/8" ASTM D 1970 polymer modified,fib4glV%jor polyester •••••• 100 mils thick reinforced,bituminous sheet inateri&f fofuse as '. Manufacturing Location .. ... ....•• #1 &#2 an underlayment in slop,J oof assemblies. • Designed as a a roof tileq44erlaymgnt. ;••••; .... . ..... Polystick TU Plus Roll: TAS 103 and A non-wicking fabric spa lacrA,self aMering, ..:..' underlayment 65' x 3'3 3/g" ASTM D 1970 APP polymer modified;f'barglass reinf'oroed •••••• (Facer of Membrane 80 mils thick with a high strength p(gje et fabric,bituminous •, with surface printing) sheet material for use A an 6derla;vrAjn sloped roof assemblies; Desirned as a metal :....: Manufacturing Location .. . V: #1 &#2 roofing and roof tile underlayment.•••• Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane, underlayment 32'10"x 3'3j/8" ASTM D 1970 glass-fiber/polyester reinforced,with a granular Manufacturing Location 130 mils thick surface designed for use as a tile roof #2 underlayment. Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self-adhering,glass- Manufacturing Location 61' x 3'3j/8" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane.Designed as a metal roofing and roof tile underlayment. NOA No.: 11-0601.10 MIAMMADE COUNTY Expiration Date: 09/13/16 YIOI� , V Approval Date: 09/15/11 Page 2 of 8 , PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick Dual Pro Roll: ASTM D 1970 A rubberized asphalt self-adhering,glass- Manufacturing Location 61' x 3'3-'/s" fiber/polyester reinforced waterproofing #2 60 mils thick membrane,specific for use as a high temperature underlayment. Designed as a metal roofing. MANUFACTURING PLANTS: 1. Hazelton,PA 2. Winter Haven,FL EVIDENCE SUBMITTED: Test A¢encv Test Identifier Test Name/Report Date Exterior Research&Design,LLC 11756.04.01-1 TAS 103 04/27/01 11756.08.01-1 ASTM D 1970 08/14/01 02202.08.05 TAS 103 08/29/05 Trinity I ERD P5110.08.07 TAS 103 08/29/07 P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798&G155 04/13/09 P33360.06.10 ASTM D 1970 ¢l9lOP/'10 • P33370.03.11 TAS 103 '..' 03/02411 .' P36900.09.11 TAS 103/ASTM D4798 &Crlbb•• Wwl 1 •••• • PRI Asphalt Technologies PRI01111 ASTM D 4977 ...`•• 04/08/02 ; •; PUSA-005-02-01 ASTM D 4977 ."". DJ=102 *00 PUSA-018-02-01 ASTM D 2523 x7/14/03 �'0 • PUSA-035-02-01 TAS 103 09729*6 PUSA-033-02-01 ASTM D 1970 ...... 01/1.2/06 PUSA-055-02-02 TAS 103 12/10/07 ....:. PUSA-083-02-01 TAS 103 0• W3dit PUSA-089-02-01 TAS 103/ASTM D4798&G'i55 • 01/46V 0 • Momentum Technologies,Inc. JX201-17A TAS 103/ASTM D4798&G155 04701/08 RX14E8A TAS 103/ASTM D4798&G155 11/09/09 DX23D813 TAS 103/ASTM D4798&G155 02/18/10 DX23D8A TAS 103/ASTM D4798&G155 02/18/10 NOA No.: 11-0601.10 MIAMFDADE COUNTY Expiration Date: 09/13/16 - Approval Date: 09/15/11 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c.at a minimum 4"head lap.(for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3-1/2"and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley,start at the low point and work to the high point,rolling the membrane from the center outward in both directions. 5. For ridge applications,center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention to lap areas. 7. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assembly current:1:rp4Wt Control Notice of Acceptance. .'. 8. All protrusions or drains shall be initially taped with a 6"piece of underlayment. Jj:thing be •..;• pressed in place and formed around the protrusion to ensure a tight fit. A second layWesiPolystick shall be 6 applied over the underlayment. 6•..•• • •6060. .... . ..... •6666• •66 • 914600 •6 •• •• 6.66•• • •6.66• • • • • • • •6.666 • • • • • • • • •6666• • • NOA No.: 11-0601.10 Expiration Date: 09/13/16 MIAMaDADE COUNTYApproval Date: 09/15/11 Page 4 of 8 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS,TU Plus,and Tile Pro may be used in asphaltic shingles,wood shakes and shingles,non- structural metal roofing,roof tile systems and quarry slate roof assemblies. IR-Xe,TU,and TU P may be used in all the previous assemblies listed except metal roofing. Dual Pro may be used in all the previous assemblies listed except roof tile systems. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth,clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times;not to exceed the preceeding maximum time limitations. Expos re Limitations(days) MTS IR-Xe TU TU Plus TU P Tile Pro Dual Pro Winter Haven,FL. 180 180 180 180 180 180 180 Hazelton,PA. N/A 30 30 180 N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. 8. In roof tile application,data for the attachment resistance of roof riles shall be as set forth in the roof file manufacturer's Notice of Acceptance. Polystick TU and TU Plus may be used in both adhesive;at" ••• mechanically fastened roof tile applications.Polystick IR Xe,and Tile Pro are limiftAp 41echaUipally • fastened roof tile applications.Polystick MTS is limited to mechanically fastened vsb battens raof tW 0606:4 applications.Polystick TU P maybe used in both adhesive set and mechanically fa9teAd roof rile . 0000.. applications with the exception of mortar set tile applications. 6••••0 :***:o • 9. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile 4GWies sQLbe gs ,,;,,• follows: (See Table Below) 0000 6. 0000.. Tile Profile Polystick MTS Polystick IR-Xel;oly�Wtk TU.TU. **sees Plps,TIJ P,TiV Pfb' 0 Flat Tile Prohibited without battens 5:12 No limitation• • Profiled Tile Prohibited without battens Prohibited No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. NOA No.: 11-0601.10 Expiration Date: 09!13/16 MIAMM%DE courrnr Approval Date: 09/15/11 Page 5 of 8 GENERAL LINIITATIONS: (CONTINUED) 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment.Refer to Polyglass'Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. a �€ Rooting Tiles (6 Max.Per Stack) -40 �cK7V Plus ' 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products.Polystick MTS,IR-Xe,TU,TU Plus,TU P,Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS,IR-Xe,TU,TU Plus,TU P,Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,IR Xe,TU,TU Plus,TU P,Dual Pro and Tile Pro is not listed,a request may be made to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control Department for app;oval provided that appropriate documentation is provided to detail compatibility of the products,wingWM ...... resistance,and fire testing results. •.•• 0 *00 • • •• 000.0• 0 •• •••0.0 LABELING: 0.00•• 0. :...•: 1. All membranes or packaging shall bear the imprint or identifiable marking of the ma turer'sv*niame or loge!:-, city and state of manufacturing facility and the following statement: "Miami-Dadt•rbt>Stty Prbftt Vontrdl•••• Approved" or the Miami-Dade County Product Control Seal as shown below. 00 0* " ""9 MIAMFDADE COUNTY • 0 • • •••••• a,,,6 ••0000 BUILDING PERMIT REQUIREMENTS: " Application for building permit shall be accompanied by copies of the following: 1.This Notice of Acceptance. 2.Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 11-0601.10 MiAMFDADEC� Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 6 of 8 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Is, Guide. Nails shall be, 11 gauge ring shank type,applied with a minimum 1"metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions,at a minimum rate of 12"o.c. Polystick TU Plus should be back nailed in designated area marked"nail area,area para clavar"on the face of membrane,with the above stated nails and/or disks.The head lap membrane is to cover the area being back-nailed.(Please refer to applicable local building codes prior to installation.) 3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric;and granule over granule end laps,shall have a 6"wide,uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement,Mule-Hide 241 Premium Modified Flashing Cement,Mule-Hide 251 Premium Wet/Dry Elastomeric Flashing Cement,or Mule-Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic,applied in between the application of the lap.The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading rile on the underlayments.Refer to the Polyglass Tile Loading Guidelines. See General Limitations#9 and#10. 6. Battens and/or Counter-battens,as required by the tile manufacturers NOA's,must be used on all projects for pitch/slopes of 7712"or greater. It is suggested that on pitch/slopes in excess of 6 I/<"/12",precautions should be taken,such as the use of battens to prevent rile sliding during the loading process. 0 0.0000 0..000 7. Minimum cure time after membrane installation&before loading of roofing tiles is Fort}-Eigflt(48)flours. •• 8. Polystick membranes may not be used in any exposed application such as crickets,exposQ::Wleys,or 0••• •••••• exposed roof to wall details. ••• •• 0 0000.: • 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 P*iqo..�.'tttn McgHtd• 00000 Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,Polyglass PG50Q MD.Vlashit4g 0• 000••• Cement,Mule-Hide 241 Premium Modified Flashing Cement,Mule-Hide 251 Premium WeMri Elastomerie 0'--0:- Flashing Cement,or Mule-Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to�V in need df •. repair,followed by a patch of the Polystick material of like kind should be set and hand rdlled iif place: mw:0 000000 cc the area needing such repair.Patching membrane shall be a minimum of 6 inches in either direction. Ili ••• • 0•• ••0 repair should be installed in such away so that water will run parallel to or over the top of all laps of t1%.19 patch. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry,clean and properly prepared,before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. NOA No.: I1-0601.10 Expiration Date: 09/13/16 EMOMMDECOUNTYM Approval Date: 09/15/11 Page 7 of 8 13. Questions in.regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE 0000.. 0000.. . . 0000.. 0000.. .. 0000.. 0000.. ••• , • . 0000.. 0000. 0000 00:0:: . . 000 .. 0000.. 0000.. , 0000.. • .006.9 • 0000.. .. • . • NOA No.: 11-0601.10 rwvaan,�E CouNnr Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 8 of 8 a ' MIAMI—DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 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) www.miamidadexov/oera W 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 PERA-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. PERA 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. • 0000.. 0000.. DESCRIPTION:3MTM 2-Component Foam Roof Tile Adhesive AH-160 •••••' ;'. '. s• 0000•. . .. 000000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,s Ife and followmi ;••": 0000 . €'. statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. •'•'•• 0000 0000 RENEWAL of this NOA shall be considered after a renewal application has been filed and there 4#bg8n no change too*:* in the applicable building code negatively affecting the performance of this product. 0 0 0 0 0 0 • • • • 0 • 0.0000 • 0000.. TERMINATION of this NOA will occur after the expiration date or if there has been a revision og chOAge in t1le *00000: materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement'df ad' prod�c�,��`c%r • sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any 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 renews and revises NOA# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0228.18 Expiration Date:05/10/17 � 'o p Approval Date:05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,does 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 tiles system using 2-Component Foam Roof Tile Adhesive AH-160.Where the attachment calculations are done as a moment based system for single patty placement,and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 NIA Dispensing Equipment 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 li;ioMent • resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 """ •• •••••• roof tile adhesive. "•" • .... . ...... .... . ..... MANUFACTURING LOCATION: •••••• ... ..:..' 1. Tomball,TX. •• ••• PHYSICAL PROPERTIES: ••• ••• Property Test Results • Density ASTM D 1622 1.6 lbs./ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks +6.0%Volume Change @158°F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% NOA No.:12-0228.18 MIAM couN r Expiration Date:05/10/17 ',... D Approval Date:05/10/12 Page 2 of 7 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. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Reuort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 • . . ...... 520109-6 60 6 •� •• 520109-7 ' ' • ...... . .. ...... 520191-1 TAS 101 6.9:96 03/02/99 520109-2-1 •••• • • :*so*: .... . ..... LIM[TATIONS: • .. .. .. ...... 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile AsserbbtS fqr fire rating. • 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,is high�le p6files. • 3. Minimum underlayment shall be in compliance with the Roofing Application Standa4V;A 120. •• ;•; Soo*• 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof rile adhesive with their file assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F W 2 F'= MS NOA No.:12-0228.18 M au►aa CCIUNTY Expiration Date:05/10/17 IIIIIII�II�� APPROVED�� Approval Date:05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance,expressed as an uplift based system,to meet or exceed the uplift resistance determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3M114 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000.dispensing equipment is required before application of any adhesive. The mix,ratio between the"A"component and the"B"component shall be maintained between 1.0-1.15(A): 1.0 (B). The dispense rimer shall be set to deliver 0.0175 to 0.15 pounds per rile as determined at calibration. No other settings shall be approved. 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF1000 or ProPack®30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 2 to 3 minutes after 3MT;2- . Component Foam Roof Tile Adhesive AH-160 has been dispensed. • 0000.. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty. Biot shaltba . ••• accordance with the'Placement Details'herein. Each generic tile profile requires the sVVpt%placement noted 0000.. herein. .009 . . • 0000.. . 0.09 . 00000 Table 1:Adhesive Placement For Each Generic Tile Profile••:••; 000 90:09' 66 00 Tile Profile Placement Detail Single Paddy Weight TwA:r# iy Weigh$per •0:' Min.(grams) p&d4 Min.(gravV) so*• Flat,Low,Migh Profiles #1 35 .'.N/A ' :*060: Hi Profile 2 Piece Barrel) #1 17/side on ca and 34/ an N/A • . . ' 0 Flat,Low,High Profiles #2 24 N/A Flat,Low,Ffigh Profiles #3 8 NOA No.: 12-0228.18 MU4MF C Expiration Date:05/10/17 Approval Date:05/10/12 1APPROVEDIPage 4 of 7 LABELING: All 3MTm 2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PArjry W00148088110cffaft "PaWaYN Nd ft=oh PIWC 0=4 1 1 --- 21, ft"COVAN Fas* we W"101 EMMMOW Ewcomadr. • EneVr ENOMM KWP8*=WqM= KupdWWW= 4 In.up hm weephda 4huphmmotft Opg 2x4*W*o Wonnhowc 1)Ph=ftqh WWWD 90MOW 17 to 23 SIM A .�W Ndf"I II I", I I PIM squn Ind=In, wfth dm Pon th 0 00 90:0*0 , no Turn con updde dam PI=BMW"112 IM 00 ow"" To i In.Fran MtM edge of Caw tk Unda*M 0 10 2 hL oeo*:o Ear CW= KOWPOMM" 4soon Rule d Catr69S11@. i, AbAtiewdommof 00111 Pampas.ftnemewof panandmwillsam Pd"Haft '4 W810WOM EBVOdWA WWO& Fascia Bo NOA No.: 12-0228.18 Expiration Date:05/10/17 Approval Date:05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nd through plaft cmmt Nd through plastic comm umwq=nt Tln�� Im In. Fos* Fos* WO** EM Cc= Five East na UP OcIp Nall through pleadc cement pa"Memo Too) 0 000000 Umierlaymerd 0 0 0 00 0 0000:* 00 0 00 0 0 600:60 0 00 •0 09*0:0 0::::* • 0 0 :too* 0 • 00000e • : 7 lft� n. :0600 :00 0 00:000 0 0 0 0 00 00 00 009000 00:0: 0 0 0 • 0 0 •0 00000 00040 • 0 0 0 0 00060: to 0 0 000 EwClmm 0 to•0 • • ENBCWM FOOCIR NOA No.: 12-0228.18 Expiration Date:05/10/17 _JAPPROVEDI_ Approval Date:05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy Nall through plastic cement Single paddy under lie (between tile) Underlayawd Single paddy between tile x Paddy 7 In.medium (under Ile) dw paddy saws 0 course only smile X-1 3 In n.x 3 In. x3in. Pt X-1 Single 4 In. In. Single paddy on 2 In. 4 In. under- paddyon IaymeM under- Single paddy Fascia Eave cmm on top of tile W9811116 In.X 71%medium ccum Eswe closure an lop of tile size paddy am Drip edge Fascia course only KWI through plastic amid sinoep* under Ile Single paddy between tile 0009•• 00 0 0 0 0 • 31n.x3irL 4 In. •000000 0.. 000000 Single paddy of*:** 0 :*069: onundarlayment 2 0000*0 :0*0:0 • 0 00 0 •000.9 : Single paddy Em Closure 000*00 0 0 0 on top of tile :11 t 7 In.medium 0 : sin paddy save course only 0" :0 : 21n .. Eaw Ceim Foods 00, 0 0 660 09 0 0: END OF THIS ACCEPTANCE NOA No.:12-0228.18 Expiration Date:05/10/17 IIIIIIIIIIIIIII APPROVED Approval Date:05/10/12 Page 7 of 7 r o MIAMI-DARE COUNTY MIAMI 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) www.miamidadtgov/economy Crown Building Products of Florida,LLC 6018 HWY 72 Arcadia,FL 34266 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:Windsor Roof Tiles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. :000:0 0000.. RENEWAL of this NOA shall be considered after a renewal application has been filed agi" Sroe has Je0egIm chant • in the applicable building code negatively affecting the performance of this product. 0 0 0:00 0 0000.. 0000 0 0 . 0 TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in t�••• materials, use, and/or manufacture of the product or process. Misuse of this NOA as an d'lWWent bfVy prodUtt!•• for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to LSmply with ahy sectfolf 0:• of this NOA shall be cause for termination and removal of NOA. ••••0• 000000 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, PWRL:and fc9low%d by:ti's"••: expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then N ahal: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 consists of pages 1 through 8. The submitted documentation was reviewed by Juan E.Collao,R.A. 44 NOA No.:14-1006.03 �AMmmm CExpiration Date:01/29/20 Approval Date:01/29/15 Page 1 of 8 r ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Windsor Roof Tiles,as manufactured by Crown Building Products of Florida, LLC as described in Section 2 of 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 section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Dimensions Test Product Applicant Specifications Description Windsor Shake L= 17" TAS 112 Flat,interlocking,concrete tile equipped with two W= 13" nail holes.For direct deck or battened nail-on, H= 1.2" mortar or adhesive set applications. Thickness: 0.59" Windsor Split Shake L= 17" TAS 112 Flat,interlocking,concrete tile equipped with two W= 13" nail holes.For direct deck or battened nail-on, H= 1.3" mortar or adhesive set applications. Thickness: 0.59" Windsor Slate L= 17" TAS 112 Flat,interlocking,concrete tile equipped with two W= 13" nail holes. For direct deck or battened nail-on, H= 1.3" mortar or adhesive set applications.• Thickness: 0.59" . . ;••••• ...... . . . Trim Pieces L=varies TAS 112 Accessory trim,concret(!foofpiece$for'use at a• W=varies hips,rakes,ridges and ...A.0.terminatio •ps. ••• • Varying thickness Manufactured for each t4ppxofile. . ;••••; . 00.0.. 0000 . 00.00 2.1 PRODUCTS MANUFACTURED BY OTHERS •••••• ••• ••••• 0000 .. 0000.. Product Name Product Description Munufacturer . 0' (With•Current NOA) • ..•.:. 3MTm 2-Component Foam Roof Tile Two component polyurethane 3A Gio�pany 0• 000 :•••• Adhesive AH-160 foam adhesive. 00.0 • TILE BOND Roof Tile Adhesive Single component polyurethane The Dow Chemical Company foam roof tile adhesive. "Tile Titc"Roof Tile Mortar Premixed,pre-bagged roof tile Bermuda Roof Co. Inc. mortar. Bonsal Roof Tile Mortar Premixed,pre-bagged roof tile Bonsal American mortar. "Quikrete"Roof Tile Mortar,FL-15 Premixed,pre-bagged gray roof The Quikrete Companies,Inc. tile mortar. NOA No.: 14-1006.03 Expiration Date:01/29/20 Approval Date:01/29/15 Page 2 of 8 2.2 MANUFACTURING LOCATION 1. Arcadia,FL 2.3 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Appendix III PA 102&PA 102(A) Dec. 1991 7161-03 Appendix II PA 108(Nail-On) Dec. 1991 Letter PA 108(Nail-0n) Aug. 1994 P0631-01 PA 108(Mortar Set) July 1994 P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs.smooth shank nails The Center for Applied 94-060A PA 101 (Mortar Set) March, 1994 Engineering,Inc. 94-084 PA 101 (Adhesive Set) May 1994 25-7094-2 PA 102 Oct. 1994 (4"Headlap,Nails,Direct Deck,New Construction) 25-7094-8 PA 102(4"Headlap,Nails,Battens) Oct. 1994 25-7094-5 PA 102(4"Headlap,Nails,Direct Deck, Oct. 1994 Recover/Reroof) 25-7183-6 PA 102(2 Quik-Drive Screws,Direct Feb. 1995 Deck) 25-7183-5 PA 102(2 Quik-Drive Screws,Battens) Feb. 1995 25-7214-1 PA 102(1 Quik-Drive Screw,Direct Deck) March, 1995 25-7214-5 PA 102(1 Quik-Drive Screw,Battens) March, 1995 Project No.307025 PA 100 Oct. 1994 Test#MDC-77 A...:. Celotex Corporation Testing 520109-1 PA 101 .•. ' Dec 1998.0••: Service 520111-4 PA 101 •�,••� ;1r�I► 1999. 520191-1 PA 101 .•.;., March 1999. ...... Walker Engineering,Inc. Calculations Aerodynamic Multiplier•••• Uctoter 200f• ••• Calculations Moment of Gravity ***011: •AAgult 200?"••' Calculations 25-7094 " " Febr&3y 19W**:* Calculations 25-7496April 1996• •a: j Calculations 25-7584 ecsAber 19$6 Calculations 25-7804b-8 '..' : Decenber 19$6 Calculations 25-7804-4&5 1IeWinger 1996 Calculations 25-7848-6 December 1996 Calculations 25-7183 March 1995 Calculations Aerodynamic Multipliers April 1999 Calculations Two Patty Adhesive Set System April 1999 NOA No.: 141006.03 MU►MtiQaa6Cou Expiration Date:01/29/20 Approval Date:01/29/15 Page 3 of 8 2.3 SUBMITTED EVIDENCE(CONTINUED): Test Anencv Test Identifier Test Name/Report Date American Test Lab of South RT0908.01-14 TAS 112 09/18/14 Florida RT0923.01-14 TAS 112 09/30/14 RT0923.02-14 TAS 112 09/30/14 RT0912.01-14 Restoring Moment 09/18/14 Aerodynamic Multiplier 3. LIMITATIONS 3.1 Fire classification is not part 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 Miami-Dade Product Control office for review. 3.4 Minimum underlayment 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 underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 4. INSTALLATION 4.1 Windsor Roof Tiles 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 • •••••• 66 6 .. 6 6 00 6 Table 1: Average Weight(W) and Dimensions (I x w)000. 0 60 •0 • 66 Tile Profile Welght W(lbf) Length-I (ft) 1:0. 0.00 Wl "(ft) • ... Windsor Shake, 6666 666 06. 00 Windsor Split Shake, 11.7 1.42 •666 1.0$•: 0*0000 Windsor Slate •••• • 6 0 0000.. Table 2: Aerodynamic Multipliers -A ( ) . . 6.. .6 .. 0000 Tile Profile A(ft ) A(ft ) •• 0 Batten Application Direct Deck Application Windsor Shake, Windsor Split Shake, 0.289 0.313 Windsor Slate NOA No.:14-1006.03 �� Expiration Date:01/29/20 JAPPROVEApproval Date:01/29/15 Page 4 of 8 Table 3: Restoring Moments due to Gravity-M9 (ft-lbf) Tile 7":12"or 2":12" 3":12" 4":12" 5":12" 6":12" Profile greater Windsor Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Shake, Deck Deck Deck Deck Deck Deck Windsor Split Shake, 8.27 8.26 8.19 8.17 8.07 8.04 7.91 7.87 7.72 7.67 7.50 7.46 Windsor Slate Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mechanically Attached Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Windsor Shake, 2-10d Ring Shank Nails 30.9 38.1 17.2 Windsor Split Shake, 1-10d Smooth or Screw Shank 7.3 9.8 4.9 Windsor Slate Nail 2-10d Smooth or Screw Shank 14.0 18.8 7.4 Nails 1 #8 Screw 30.8 30.8 18.2 2#8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw Shank 24.3 .24.30 74.2 990 .0 Nail (Field Clip) 0 0 1-10d Smooth or Screw Shank 19.0 •1•gO,FO :12.1 Nail (Eave Clip) 0000 0 0 ••• •• 2000 2-10d Smooth or Screw Shank 35.5 V.5' 0 34.8 0 . Nails (Field Clip) 00:00: 0000 : "' .. .. .. ... .. 2-10d Smooth or Screw Shank 31.9 P8 KVO: •32.2 Nails (Eave Clip) 000 •• :000:0 . . . 0.. .. 2-10d Ring Shank Nails 50.3 65.5 10000 48.3 1 Installation with a 4"file headlap and fasteners are located a min.of 2'/Z"from head of tile. NTY NOA No.: 14-1006.03 ��NTY Expiration Date:01/29/20 Approval Date:01/29/15 Page 5 of 8 Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Windsor Shake, Windsor Split Shake, Adhesive 31.33 Windsor Slate 2 See manufacturer's component approval for installation requirements. 3 TILE BOND Roof Tile Adhesive;Average weight per patty 13.9 grams. 3MTm 2-Component Foam Roof Tile Adhesive AH-160;Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Windsor Shake, 3M 2-Component Foam Roof Tile Adhesive AH-160 118.94 Windsor Split Shake, 3MTm 2-Component Foam Roof Tile Adhesive AH-160 40.45 Windsor Slate 4 Large paddy placement of 45 grams of 3M 2-Component Foam Roof Tile Adhesive AH-160. 5 Medium paddy placement of 24 grams of 3M 2-Component Foam Roof Tile Adhesive AH-160. Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application ResiftAge Windsor Shake, •..• •• • Windsor Split Shake, Mortar Seth •••••• 3$.d•• ••• :. Windsor Slate •••••• 6 Seespecific mortar manufacturer's Notice of Acceptance •••• • .... . ..... ...... ... . ..... 5. LABELING • .. .. .. ...... All tiles shall bear the imprint or identifiable marking of the manufacturer's name orlogo Igoe Detail'Below), or following statement: "Miami-Dade County Product Control Approved". •••• • WINDSOR SHAKE,WINDSOR SPLIT SHAKE,AND WINDSOR SLATE ROOF TILES (LOCATED ON UNDERSIDE OF TILE) NOA No.: 14-1006.03 MIAMMDDIDE COUNTf Expiration Date:01/29/20 Approval Date:01/29/15 Page 6 of 8 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS FASTENER HOLES e� m 0000.. 0000.. 170 06 . 0 0 .• •0 0000.. 0000 .0600. . • ..•.•. •.o. • 0000• • • 0000•. •.• • 00000 fj 6 0 • • 1t7p •. •• •• 0060•0 t7 / •••77/// :00:** • • •96.66 • • • • • • • . . 006•• 60 WINDSOR SLATE NOA No.: 14-1006.03 hnaLa!uecourrrY Expiration Date:01/29/20 Approval Date:01/29/15 Page 7 of 8 PROFILE DRAWINGS(CONTINUED) FASTENER HOLES 17" S�f i 13°�/ WINDSOR SHAKE • • • FASTENER HOLES •• • •• • •• ••• •• ••• • 00000 0000•• • • • 16 0000•• 17" '••• : • ••• �••••: • • 13" WINDSOR SPLIT SHAKE END OF THIS ACCEPTANCE NOA No.: 141006.03 M2ADE�� Expiration Date:01/29/20 Approval Date:01/29/15 Page 8 of 8