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RF-12-1364Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 176200 Permit Number: RF -7 -12 -1364 Scheduled Inspection Date: October 24, 2012 Inspector: Bruhn, Norman Owner: ROBINSON, BEATRIZ Job Address: 1239 NE 100 Street Miami Shores, FL 33138 -2603 Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132050080050 Phone: 305 - 757 -2612 Building Department Comments REROOF TILE ROOF SYSTEM -BORAL SLATE COLOR THROUGH Inspector Comments Failed A9,wa Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 23, 2012 For Inspections please call: (305)762 -4949 Page 4 of 20 Miami Shores Vitiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit # '7' I ) - 13104 DATE: INSPECTION AFFIDAVIT \JAI 1 ei licensed as a (n) o t act /Engineer /Architect, (Print name and circle License Type) FS 468 Building Inspector License #: CaO, OILk3D4 On or about $13 )1' , I did personally inspect t (Date & time) Secondary water barrier work at 'a 39 (3 i 1 CO s (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit e roof deck nailin Manual (Baseyn 553.844 F.S) State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me this 3 day of Notary Public, Sate of Florida at Large APO 1 h 7. ry 9 . N tart • f ,2`,i3 'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit# and address # dearly shown marked on the deck for each inspection Revised on 5/21/2009 F.I.E. FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT•INNOVATION•INTEGRATION Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378 - 1991 -Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273 SITE SPECIFIC INFORMATION Owner's Name: 1-6. t-r dirt.• C Job Address: 11, 3 CI P.M I O G' T.1 1 D,. M s ems- y p �>6 t a• j_ Roofing Contractor: 0 044 ®tr?- oo t t r-.lfti _ Permit Number: Rin 12 174,44 Type of Tile: 44. 1 g- ' F) i j . to 454.6 .4 4 60-17 A pp roximate Roof Height: feet Slop e: Approximate Square Footage: a. io � ft Z Type of Access to Roof: Ladder OtherRequired Testing Force: 35 lbs. Testing Equipment: F.G.E. 100x Shimpo Instrument Date Installed: $ - %' 17 Date of Inspection: 10 - 3 - 1 TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location P or F Test Location P or F Test Location P or F Test Location P or F 1 17X t 21 r I 41 44 61 S. g 81 55 2 22 42 62 FA 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 s/ 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 . 40 _ 60 80 / 100 y IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: ,4 ft Area Units or ft2 No. of Tests Perimeter 1 , to g3V X11 3 0v Z Corners .,z1 7-4 Hips & Ridges r(j 160 I RESPECTFULLY SUBMITTED BY: 1, a cf 23-12 Vinayagar M. Balakrishnan V State of Florida Lic # 63107 RallaCINHAWATIDIVIL Bifilieffing $11311,0 ,.$LC 111!# 111111i##11a111i1iiI1l311115 #NISI 1111111111111117MaliftrAINIMMNleireSEN142111111111111111111111111111 1 #111'MONISSI1I1■1 1# #iiiili #f# #INI##IM#� 1i,ii�'lk+[ # w�'l ii.'aiiiili NSIIIIil11ai1i.il1lil ■ii1 11i1ifli P«PAL`i 1:01I1ia11i1l11i ii111I1#tii111l1t 111.1111111111111.111* :1'4 W. Malikli �1�1�11t■! I« 1, �:%! �l ii�lli.aili:i #ii11 #�''#�iit/�11 1111111111111115aniallti2111111111111111S11111111111111111111111111111111111111 111111111111111111roliNVIIPAVZ•"""unIMINI1111111111111h1111111111 111111111111.11ini siva tattaiiil ariB M1tiaiaiititilitii 1at#1'r= 71147,2iil' tl,y/1lli1I5iiiilt ia'l /1111t11i. 111111INFLANCIIIMME114111111111170.41X4MJA x !a'll11lllaIi 11iY}i�laiilaliiilil 11ii %: a #111'4 '.'"4:1111114111111111111 VISA 4i11 111i # ## # # # ##11 11111111111,11111111elifiVitsummlifiliffil IL; :111111111111111111111111111111111 1111R.1I.!##1L111W4 !I.ANA;lr; Hair k111111ia11 U il#1<t#• StsMw arsiig! 1s:la11 l 111 lli+1 1i'..isamiii!la1nu1' lu.#.i[111lii/ 11[tliititlNl 1 #i ■1[ #! #ii "rimtiiiiiil #1 iie111 ## #:#11 # # # ## 1111111111111111111111rilltiffligaimprairwrimailltilalilliallillall saminiuwatie4MISSICSIMIlbtOliffre?!•7111111111101111111111111111111111 ■�ii��i #f��1i/��ti ,r��ii�f�li[ia # #l1#iiii# 1it11t1i 'li`iE�``:11111 L #i li liii[l 11 #ii11#i# /i #111112[1i#• ira'1 ci ,,,iNi1111111111111111111111111111111111 . 1'1li1iit11 rrll ;ilil1. .,3.1:11L,,° a11111i1iMiii 111111111a111111111[.1'l,;1 . aid atriE.,1011!l1111iiiit 11111111111111 #a:i Its #11 i iill 11 i i # 1# 111 I 1111111111111111R1111111111111111111111111111111111 miliallall111111111111111 unamanuataasaanaffailitaniliffiliiiiiiinamiliMMINSON # t111i1liii .lil'ai111111aitiltli111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO(1- .5212C- 0:3—a)(1) STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 2. Description of improvement: 1 2-39 WE- arc4 ,/ 11 rli hull- di 111111111111111111111111111111111111111113E C1= I.4 20128.0527707 OR Mt 28204 Ps 42074 (fps) RECORDED 07/26/2012 13 :35:46 HARVEY RUVIN► CLERK OF COURT MIAMI -DADE COUNTY► FLORIDA LAST PAGE Space above reserved for use of recording omce 3 .313 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner u n whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of 9 mer(s) or Owner(s)' Authorized Officer /Director/Partner/Mana er Prepared By �/ Prepared By Print Name Print Name Title /Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing ty en��r acknowledged before me this 1 day of tedividually, f t'A icalli- or 0 as for ersonaily known, or 0 produced the following type of identificati : Signature of Notary Public: 43 Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. f tsar -SI P ti)Dj Signatu By 173.01 �.tllAJ' tat cui,DA367550 &pins: APR.02,0072 er s) or Owner(s)'s Authorized Officer /Director/Partner /Manager who signed above: PAGE 3 By STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this ha Uwe dopy etas "Irtern ,AD20 WIINESSmy head and Mel Seal. L R arK lace and County cow da of q D.C. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: City: Miami Shores County: Folio/Parcel#: ; /1— got 6° ,5-° ear— ®0 ,5-c° Is the Building Historically Designated: Yes JUL 2 vi t FBC 2080 Permit No. K - I z - )3 ca (--P Master Permit No. Miami Dade NO Zip: 33,3 OWNER: Name (Fee Simple e�ler): , ��/A * _ Address: �p� 1 9 City: \O i or/0,5 State: zip: J/ Tenant/Lessee Name: Phone# Email: Flood Zone: Phone# 9/7- CONTRACTOR: Company Name: `5q Address: City: 1 y 1 \ Qualifier Name: IIADJ Di 43140 Phone#: 3; 94'7.--a26 / L zip: 11e5" State Certification or Registration #: r , Contact Phone#: r 757'14e 12- DESIGNER: Architect/Engineer: Value of Work for this Permit: $ d0 Square/Linear Footage of Work: Type of Work: OAddition DAI " on ONew s air/Repl 'r li z Description of Work . f I �. j " .. 1 4 J, . if kromrahturf Phone# Color thru le: ODemolition z ********* e************ ******e***+x*+x****p **************** ***************+x *******+xa *** Submittal Fee $, 5 0 , 00 Permit Fee $ CCF $ CO /CC $ Scanning Fee $ PAf� Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ c;15 .0)(0- 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 be approved and a reinspection fee will be charged Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 1 The fo oin: instrument was acknowledged before me this day of 20 J by \S l e )L S 122 , day of -:.1' 20 IL by res ®- Dbicto.01. who is personally own to me or who has produced who is perso ' : known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print F . My Commission Expired ':r D. Hat ti) X559 d' 3 Print: 'F a My Commission Expires d pn ******** * * * * * * * * * *** * ***+x******+x+ *** ****** ***************M****e+x*************, x** **e*+x****************a *** *** APPROVED BY 7 / 2--- Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue 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 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: en50:_esz__ Date: i� I Property Address: 39 Or II VO Roofing Permit Number: Dear Building Official: I� I P certify that I am not required to retrofit the roof to wall connections of my building because: )(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. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large i day of /. kV. I, v.i i 4y•l. C- f fi, ',: iJ.: .r be3�ki4 &Kid a D. Hat APR. B anv • 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 Property Viewer MIAMI-BADE COUNTY OF . I ) J. CiARC ERT' Property Appraiser Home Exemptions/Other B iefits Real Estate ;1116-- _ ,r RL - • , Page 1 of 1 Tang r le Personal Property Public Records Or e Tools About Us Seteted Property intorrnation Pro:›qty Fun LEial ricri Exemc.3t:or 11•".)Triatioa • Irto-nia:ii.,1 Featured Online Tools Tax c.: 21!' p Tax Estimator dLbtU.. s 1-1) 0,E1 Year: 2011 Land Value: Bkiilding Value: E1 1:•.1 Mrilk.,1 Value: 2 Taxable Value Information County: School Board: City: Regional: • 1 Exer-ib-jor ;121 .321 • 4 ■2. •4 A 44,6 •,;„ , igr lAte: .r1/417, '. r..? • t • .4 • • .-....• • — 1r • I, r .2. • ■ :48 • )414. P.0; • http://gisweb.miamidade.gov/PropertySearch/ 7/21/2012 CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) 5 i e r S eca-- PROPERTY OWNER: PERMIT # ADDRESS: 1,-) 100 Sk FOLIO NUMBER: /(10105--002-- � 6?-1-4. FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): 0 COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRUCTURE (attach appraisal): OWNERS SIGNATURE: PLANREVIEWER: t 2 mac' PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 Miami Shores Village APPROVED BY 7ONING DEPT' BLDG DEPT DATE Z3h S UBJECT RHO% WLEAMOTYTHIRLPFIgegrik ONES STATE AND COUNTY RULES AND REGULATIONS CTION R4402.13 REQUIRED OWNERS NOTIFICATION FOR ROOFING D NSIDERATIONS R4402.13.1 Scope. AS it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required r ng.perni ,and to explain to the owner the content of the section. The provisions of Section — R4402 govem the Minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of viding that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be enailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). Common roofs: Common roofs are those which have no visible delineation between neighboring its (Le., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing to be performed. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. Ponding water: The current roof system and /or deck of the building may not drain well and may use water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural stress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the riginal roofing system is removed. Pounding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not erloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in requirements of Sections R4402, R4403 and R4413. a erlor of the r t ma ation: Most roof structures should have some ability to vent natural airflow through the cture assembly (the building itself). The existing amount of attic ventilation shall not be e beneficial to consider additional venting which can r ult in extending service life of the (S Trz / /. 7 ' t., s Sigr* re Date Revised on 7/9/2009 LD Con )fact`o ignature Date HIGH - VELOCITY HURRICANE ZONES SECTION R4402.14 HIGH - VELOCITY HURRICANE ZONES — UNIFORM PERMIT APPLICATION Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page — 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Section R4403, or If Applicable, RAS 127 or RAS 128 4. Other Component Product Approvals 5. Municipal Permit Application 6. Owners Notification for Roofin • Considerations Reroofin • Oni 7. Any Required Roof Testing /Calculation Documentation 44.20 2010 FLORIDA BUILDING CODE — RESIDENTIAL HIGH - VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Contractor's Name Job Address Ob , R n� P39 t I ' N- ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 �% ROOF TYPE ❑ New Roof L+�J Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 2010 FLORIDA BUILDING CODE — RESIDENTIAL 44.21 HIGH - VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) E4CLE' Roof System Manufacturer: PCOPM G ?r�: 1-7)-_- t /X —6 17,0 t Product Approval Number: Minimum Design Wind Pressures, If App41 c bile (From RA7 12 7 r Calculations): P1: P2: P3. Maximum Design Pressure Product Approval Specific System: 'o Method of tile attachment: • "i 11 Ill f ' Ar i iii r 11 ( x Roof Slope: //,, : 12 Steep Sloped Roof System Description veris LL( Deck Type: oj ype Underlayment: Insulation. rs pJtiIL �3() Kin h 0 24 Fire Barrier: Ridge Ventilation? M/4- SIP Fastener Type & Spacing: Adhesive Type: Mean Roof Height: /2 2010 FLORIDA BUILDING CODE — RESIDENTIAL Skut 4 15/$ ),roi o, 1 e.4 ype Cap Sheet: Roof Covering: %}6s -ru -plus Type & Size Drip dge: 44.23 1-DOH-VELOCITY HURRICANE ZONES 44.24 Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mrwith the values from Mr. If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Moment Based ile Calcu ations Per RAS 127" ivy( — M� e j l = Mr, Product Approval M r �• — M�: ( = Mr, a Product Approval Mr SO, - M:1e 1 ( = M taaligif Product Approval M, ! d Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mr *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pi :— xl :__ — = —r w:= ) —W :_x cos 0.•= Fr7: (P2:_XI: =_x w:= )— W:x COS 8.•_= Fry: (P3: x I: ___ = _ x w: = ) — W • _ x cas & = Fri: F F F Where to Obtain Information Mr Required Moment Resistance* Symbol Mean Roof Height Roof Slope ,ir —♦. 15' 20'., Mean Roof Height ` 5' 30' 40' 2:12 Aerodynamic Multiplier 34.4 ✓.36:61 Restoring Moment due to Gravity Mg 3 39.7 42.2 3:12 Required Moment Resistance 32.2 r 4 ; Minimum Attachment Resistance F' 6. 37.4 39.8 4:12 Average Tile Weight 30.' —^" 3 . \ Tile Dimensions 1= length w= width 3 35.1 37.3 5:12 8. '., .1\ 0. .5.03 31.6 32.8 34.9 6:12 .4 29.4 30.6 32.4 7:12 \2 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pi :— xl :__ — = —r w:= ) —W :_x cos 0.•= Fr7: (P2:_XI: =_x w:= )— W:x COS 8.•_= Fry: (P3: x I: ___ = _ x w: = ) — W • _ x cas & = Fri: F F F Where to Obtain Information Description Symbol Where to find Design Pressure Pt or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height 14 Job Site Roof Slope 0 Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions 1= length w= width Product Approval All calculations must be submitted to the Building Official at the time of permit application. 2010 FLORIDA BUILDING CODE — RESIDENTIAL MEAN (XFv /s /mod Vil 1IFC4 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.eov/pera 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. DESCRIPTION: Bel Ai i Bel Air Double Eagle Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Ti es 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. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 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 change in the 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 revises NOA# 11- 0321.02 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY APPROVED NOA No.:12- 0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and 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 Applicant Dimensions Bel Air Concrete Tile Bel Air Double Eagle Concrete Tile Ponderosa Concrete Tile Ponderosa Double Eagle Concrete Tile Golden Eagle Concrete Tile Trim Pieces L = 17" W = 12'A4" Thickness =1/2" L = 17" W =12 Vs" Thickness ='/2" L = 17" W =12%4" Thickness = %2" L = 17" W = 12'A" Thickness = %2" L = 17" W = 12'A" Thickness =1/2" 1= varies w = varies varying thickness Test Product Specifications Description TAS 112 Flat profile concrete roof tile equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. TAS 112 TAS 112 TAS 112 TAS 112 TAS 112 Flat profile concrete roof tile equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile with slate finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile with shake finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile brushed finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. NOA No.:12- 0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 2 of 10 2.1 EVIDENCE SUBMITTED: Test Agency PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. MANMADE COUNTY APPROVED Test Identifier ERPF- 001 -02 -01 7161 -03 Appendix III 7161 -03 Appendix III 7161 -03 Appendix II P0402 Letter Dated Aug. 1, 1994 P09647 -01 94 -084 25- 7094 -(2, 5, & 8) 25- 7183 -(5 thru 6) 25- 7214 -(1, 5 , & 8) 25- 7487 -2 25- 7496 -(1 & 4) 25- 7804 -6 520109 -1 520111 -4 520191 -1 Calculations Calculations Test Name/Report TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments Due to Gravity Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 Aug. 1994 May 1994 Oct. 1994 Feb. 1995 March, 1995 Dec. 1995 Dec. 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 NOA No.:12- 0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 3 of 10 3. LINIITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 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 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. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete 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 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 11.4 1.42 1.03 Table 2: Aerodynamic Multipliers - A (ft3) Tile Profile A (ft3) A (ft3) Batten Application Direct Deck Application Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile MIAMI DADE COUNTY APPROVED NOA No.:12- 0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 4 of 10 Table 3. Restoring Moments due to Gravity - M9 (ft-Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" Greater than 7 ":12" Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Fiat Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1. Installaton with a 4" tile headlap and fasterners are located a min. of 2'/" from head of tile. MANMADE COUNTY APPROVED NOA No.:12- 0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 5 of 10 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Adhesive' 31.32 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MTDA 2- Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 3M 1°' 2- Component Foam Roof Tile Adhesive AH -160 118.93 3M'm 2- Component Foam Roof Tile Adhesive AH -160 40.44 3 Large paddy placement of 45 grams of PolyProTM 4 Medium paddy placement of 24 grams of PolyProTM. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Mortar Sets 43.9 5 Tile -Tite Roof Tile Mortar. MIAMIOADE COUNTY APPROVED NOA No.:12- 0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 6 of 10 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". EAiiifr ••• " FLORIDA BEL AIR, BEL Am DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. MIAMI DADE COUNTY APPROVED NOA No.:12- 0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 7 of 10 PROFILE DRAWING BEL AM BEL AIR DOUBLE EAGLE MIAMI -DADE COUNTY APPROVED NOA No.:12- 0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 8of10 PONDEROSA PONDEROSA DOUBLE EAGLE MIAMI-DADE COUNTY APPROVED NOA No.:12- 0430.04 Expiration Date: 10 /05/16 Approval Date: 08/02/12 Page 9 of 10 GOLDEN EAGLE END OF THIS ACCEPTANCE MIAMI DADE COUNTY APPROVED NOA No.:12- 0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 10 of 10 MIAMI DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov/pera 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. DESCRIPTION: Polyglass Polystick Underlayments 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. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 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 change in the 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 revises NOA # 11- 0601.10 and consists of pages 1 through 8 The submitted documentation was reviewed by Alex Tigera. MIAMI•DAD COUNTY APPROVED NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: Roofing Underlayment SBS , APP Self- Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Manufacturing Location #2 Polystick IR -Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Manufacturing Location #1 & #2 Polystick TU Plus underlayment (Surface Printing) Manufacturing Location #2 Polystick TU P underlayment Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick Dual Pro Manufacturing Location #2 Dimensions Roll: 65'8" x 3'33/8" 60 mils thick Roll: 65' x 3'33/8" Or 65' x 3' 60 mils thick Roll: 32' 10" x 3'33/8" 100 mils thick Roll: 65' x 3'33/8" 80 mils thick Roll: 32'10" x 3'32/8" 130 mils thick MANMADE COUNTY APPROVED Roll: 61' x 3'3-3/8" 60 mils thick Roll: 61' x 3'33/8" 60 mils thick Test Product Specification Description TAS 103 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. TAS 103 and A fine granular /sand top surface self - adhering, ASTM D 1970 APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt waterproofing membrane, glass -fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. MIAMI•DADE COUNTY APPROVED Test Identifier 11756.04.01 -1 11756.08.01 -1 02202.08.05 P5110.08.07 P10870.09.08 -R1 P10870.04.09 P33360.06.10 P33370.03.11 P33370.04.11 P36900.09.11 P37300.10.11 PRI01111 PUSA- 005 -02 -01 PUSA- 018 -02 -01 PUSA- 035 -02 -01 PUSA- 033 -02 -01 PUSA- 055 -02 -02 PUSA- 083 -02 -01 PUSA- 089 -02 -01 JX20H7A RX14E8A DX23D8B DX23D8A Test Name/Report TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D1970 TAS 103 ASTM D 1623 TAS 103 /ASTM D4798 & G155 TAS 110 /ASTM D4798 & D1970 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 Date 04/27/01 08/14/01 08/29/05 08/29/07 12/04/08 04/13/09 07/01/10 03/02/11 04/26/11 09/01/11 10/19/11 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30/08 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: One or more plies of ASTM D 226 Type II 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 -%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 Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 4 of 8 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, Tile Pro and Dual 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. 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. Exposure Limitations (days) Polystick MTS 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 9N -3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU, TU Plus, and Tile Pro may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe, and Dual Pro are limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR -Xe Polystick TU, TU Plus, TU P, Tile Pro 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- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 5 of 8 GENERAL LIMITATIONS: (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. 0 N N k0 Roofing Tiles (6 Max Per Stack) 12 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 approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAM4DADE COUNTY APPROVED 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- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 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 Nailing 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 tile 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 7 "/12" or greater. It is suggested that on pitch/slopes in excess of 6'/4 "/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying 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 to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the 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. MANMADE COUNTY APPROVED NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page7of 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 MIAMI•DADE COUNTY APPROVED NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 8 of 8 MIAM GLt�Tt � DEPARTMENT OF ADMINISTRATION TIN T ON DIVISION ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD CODE NOTICE OF ACCEPTANCE OA 3M Company 3M Center Building 0220- 05 -E-06 St. Paul, MN. 55144 -1000 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www miamidade tiov /oera SCOPE: This NOA is being issued under the applicable rules and d b Miami- -Dade County PERA construction produtt Control Sect onto documentation submitted has been reviewed and accepted by g Havin Jurisdiction (AHJ). be used in Miami Dade County and other areas where allowed by the Authority C This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Control the Cont ontrof Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve Pro Product 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 wit n such hetr jurisdiction. and AHJ me immediately the right revoke, modify, or suspend the use of such product or material 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 de iig ng Code. coply with the Florida Building Code Florida including the High Velocity Hurricane Zone of the DESCRIPTION: 3MT" z 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 and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application this has b been filed and there has been no change in the applicable building code negatively affecting the perform change in the product, for TERMINATION of this NOA will occur p after cthoe expiration ro ess. Misuse of there has as an endorsement of any materials, use, and/or manufacture of the product process. with any section of sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply Y this NOA shall be cause for termination and removal of NOA. and followed by the ADVERTISEMENT: The NOA number preceded by the words i�o Dad County, Florida, Fp rich, then it owe be the expiration date may be displayed in advertising literature. If any portion 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. MIAMI.DADE OUNTY APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive 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 sinolen patty placement, and as AH-160. Where the based system cfo double patty systems done as a moment based system single P tty P 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 N/A Dispensing Equipment N/A Dispensing Equipment ProPack® 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Propertv. Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Mp►*DYADEtOUNTY APPROVED Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change ® -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% NOA No.: 12- 0228.18 Expiration Date: 05/10/17 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 Asencv Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -1 PA 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 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 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 tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. _W 2 MIAMMADE C APPROVED F'— MS NOA No.: 12- 0228.18 Expiration Date: 05/10/17 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 3MT"i 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 3MTM 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 RTF 1000 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 timer shall be set to deliver 0.0175 to 0.15 pounds per tile 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 3MTM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MT"i 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 M1AMWADE COUNTY APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 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 PATTY MIAMI-DADE COUNTY APPROVED 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 MANMADE COUNTY APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Single paddy between die it.e- 3 In. x 3 in. Single Paddy on undarlaymant Single paddy on top of die Ewa Course Save Closure 21n. x 7 In. medium size paddy save course only Fascia END OF THIS ACCEPTANCE MIAMFDADE COUNTY APPROVED NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7