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RF-10-1274Lti BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) Robert St Gelais Phone # ( 305) 757 -0282 Owner's Address 174 N.W. 9 Street City Miami Shores State Fl Zip 33150 Tenant/Lessee Name Phone # Email Job Address (where the work is being done) 174 N.W. 9 3 Street City Miami Shores Village County Miami -Dade Zip 33150 FOLIO / PARCEL # 11-3101-033-0960 Is Building Historically Designated YES NO X • Flood Zone Contractor's Company NameQuality Roofing Contractor Contractor's Address 13800 N.W. Avenue City Mi State F1 Zip 33168 Qualifier Name Carlos Arocho Phone# (786) 367 -2029 State Certificate or Registration No. RC 0 0 5 8 6 2 7 Certificate of Competency No. 000017889 Contact Phone Marylou or Carlos E - mail qualityroofing88@yahoo.com Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 10,500.00 Square / Linear Footage Of Work: 1 1 0 0 s g f t. Tile Type of Work: ❑Addition [Alteration 6 0 0 S t t. Fiat :New [� Repair/Replace U Demolition Describe Work: Reroof to a new Tile and Flat Cap sheet roof . ***** * * * * * ** **** * * ** * * * * * * ** * * * * * * ** ** F * * * * * * * * * * * * * * * * * * ** * * * * * ** * * ** Submittal Fee $ "`° -00 Permit Fee $ Notary $ Scanning $ Double Fee $ Radon $ 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 Permit No. ,./67—/9W Master Permit No. Training/Education Fee $ off,' DPBR $ Violation date: Phone# (305) 953 - 3333 Bond $ JUL 1 2019 Technology Fee $ Structural Review. $ Total Fee Now Due $ 2.51 - (DC) See Reverse side —+ 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 iqt be approved and a reinspection fee will be charged. S ignature Sign: Print: NOTARY PUBLIC: My Commission Expires: APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) Owner or Agent The fore oing instrument was acknowledged before me this S day of ,20)O ,by f<.o l ST C,- ef cLkJ who is personally known tome or who has produced As identification . d who did take an oath. veto JHIaaou ou.saruv am CM OS £I0Z `0i Z00 :saridx 91 uorssrurtuo0' zapuetuaH roi6.x z.'l/0"� Signature Contractor The foregoing instrument was acknowledged before me thisl day of , 2010 , by des 4rocLD who is perAgnalLy-known to me or who has produced as identification and who ' d take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires:ve Foo ornaxou ou.. a q?;os £I0Z 0t no :s '.' .•'��. 91700£6aa# uoissttuuto0; zapueuaaH nolLre�I ' '•,,,,�•` Plans Examiner Zoning Engineer Clerk checked Inspection Number: INSP - 148411 Permit Number: RF -7 -10 -1274 Scheduled Inspection Date: October 19, 2010 Inspector: Bruhn, Norman Owner: GELAIS, ROBERT ST Job Address: 174 NW 93 Street Project <NONE> Miami Shores, FL Contractor: QUALITY ROOFING CONTRACTORS INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 TILE AND FLAT REROOF Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments October 18, 2010 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1131010330960 Phone: 305 - 751 -0382 Page 6 of 18 RE: Permit # - -1 ©- T o o L , licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: 006 C 17 let On or about r1 (Date & time) secondary water barrier work at (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 FS) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large Vomit *e,e td Deitmesteat 10050 NE 2"s Ave Miami Shores, Fl 33138 Phone 305 - 795 -2204; Fax 305 - 756 -8972 www.miamishoresvillage.com INSPECTION AFFIDAVIT DATE: `7- a7 -10 , I did personally inspect the roof deck nailing and /or I 7 ? N - . 33-1 4 /Lit :ar,: ,Si©res Etc. 33/a y of ,c, ../ 07-0 t o NOTARY PUBLIC -STATE OF FLORIDA " "''', Marylou Hernandez F Commission #DD93 0046 Expires: OCT. 10, 2013 *General, Building,.Residential, or Roofing Contractors or any individual certified under 468 F.ritRARAtiLlicaMSplittlitori. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Job Address: Contractor: Type of Tile: Type of Access: App. Sq.Ft: FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB IAtS!GtIT* INNCWAll IN +INT[GR{i3'ION FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378 -1991- Fax: (305) 378 -1997 Miami Dade Lab Certification # 07- 0612.11 - State of Florida CA # 27273 SITE SPECIFIC INFORMATION N2 2006 /4 4 t• to 61 3. 9t pwner's ame • re 9r A` 5 Permit # ' 0 Install Date: l® • a y e Approx. Height 13 Floor: i Scaffolds: Ladder: Slope: Test date- IS-I 1-1 11 P ® Req. Force: 35 lbs. Testing Equipment: F.G.E. 100X.Shimpo Instrument TEST RESULTS P= PASS,F =FAIL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 M 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Test (P or F) pitoEp V 41 42 43 44 4� 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 Test (P or F) 61 62 63 64 65 66 67 68 69 4 704 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 • 86 87 88 89 91 92 93 94 95 96 97 98 99 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLEY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. R y 1 _"` a �tted By: Vinayagar M. Balak rishnan V, P .E. State of Florida Lic # 63107 ,'; _(/ 10 Job Add ress: 7, . Contractor: QM. Other: Sketch of Roof Notes N-red 1 'i 1 11111 11111 j 1 ENE ■NN MI I NNNNNN IN MIN ENE NNN ENE NI10r7NN� N MNNN!'/ NN NNNNNiennili ■NNNNNNN.NbN''NN1! N a SENMECAMEPPLUMEMIN ■[M tit JNNNNUMINIAr^I .'. c MNIN aw �nIaii►?1NNN NN'� . � � �ii airN kNNfR%! Eg NNNNN lli� iNN N NM ME N'NNtIS MIMII� = '>!!Nr7 MN M MENVIIN NI 7N MIMM NVIWN NN NNNN Iig::ii::JNNN N MJLA NN ENE NNNNNNNNNNNNNNNNNNNEMU NN NNNNNNNNNNNMNNIE NM OWE N MNNNNNNNCNN,(^CC : ===== N mum IEEE NNNENN ERNE NNNNNNNNNNNN N N N NR NNNNN MN NN NNNNNNNN N NN . Job Add ress: 7, . Contractor: QM. Other: Sketch of Roof Notes N-red NOTICE OF COMMENCEMENT CFA `O1ORO4723 9 OR Ott 27353 Ps 0229 (1as) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 07/15/2010 09: 31:24 HARVEY RUVIN, CLERK OF COURT IMIA11I -DADE COUNTY, FLORIDA PERMIT NO. TAX FOLIO NO.11- 3101- 033 -0960 LAST PAGE 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: •174 N.W. 93 Street 3. Owner(s) name and address: Robert St . Gelais Miami Shores, Fl 33150 2. Description of improvement: Reroof . to a new Tile and Flat Cap Sheet roof. 174 N.W. 93 Street. Miami Shores, Fl 33150 Interest in property: O er Name and address of fee simple ttileholder. N /A 4. Contractor's name and address: Quality Roofing Contractor, Inc. 13800 N.W. 1st Avenue Miami, Fl 33168 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: N/A Amount of bond $ n 0 6. Lender's name and address: NIA g111�Bfl1! � lilA 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: N/A 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 and Address: N/A 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a d rent date is specified) !MAW Signature of Own Print Owner's Name Sworn to and subscribed before me this , day of Notary Public: Print Notary's Name: r HEREBY My commission expires: NOTARY PUBLIC -STATE OF • - •!� A "" Marylou Hera- Fez j'r9rna! File I , Commission #DD930046 % Expires: OCT. 10, 2013 WITNE BOND IDTHRII ATLANTIC BONDING CG.,INC Ht g e � 5 pared by Marylou Hernandez • a .1 I (Z O a ir. s / ! . + a , umwaronmasomemrAmm m A C 20 ap F 20 10 Quality Roofing Contractor Address: 13800 N.W. 1st Av Signature Revised on 5121/2009 M iami Shores Viiiage 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 Date: 7/7/113 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Robert St Gelais Property Address: 174 N. W. 93 Street Miami o res, • 33150 Roofing Permit Number: Dear Building Official: Robert St Gelais 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 4 edition of the South Florida Building Code (1994 SFBC) Q Q �� 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 day .1.�.. e D NOTARY PUBLIC -STATE OF FLORIDA Marylou Hernandez s - , Lr :Commission #DD930046 %.,„„,,,,S Expires: OCT. 10, 2013 just valuation of the structure for purpose equal BOHM THRII gg was not BONDI e u 1 p rpose of ad valorem taxation is ual to or more than ,000.00, and the building was not consiruc • When the BC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wa connection Hurricane Mitigation. Notary Public, Sate of Florida at Large Primary Zone: 0800 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 2/1 Floors: 1 Living Units: 1 Adj Sq Footage: 1,228 Lot Size: 9,225 SQ FT Year Built: 1939 Legal Description: MIAMI SHORES SEC 6 PB 10 -39 LOT 10 & E1/2 LOT 11 BLK 134 LOT SIZE 75.000 X 123 OR 10633 -42 1279 1 OR 10633 -0042 1279 00 Year: 2009 2008 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $49,369/ $25,000 $49,295/ $25,000 County: $49,369/ $25,000 $49,295/ $25,000 City: $49,369/ $25,000 $49,295/ $25,000 School Board: $25,000/ $49,369 $25,000/ $49,295 Sale Date: 12/1979 Sale Amount: $45,000 Sale O /R: 10633 -0042 Sales Qualification Description: Sales which are qualified View Additional Sales Folio No.: 11- 3101 -033 -0960 Property: 174 NW 93 ST Mailing ddress: ROBERT ST GELAIS & RICHARD L WILLET JR 174 NW 93 ST MIAMI FL 33150 -2235 Year: 2009 2008 Land Value: $152,028 $253,627 Building Value: $99,468 $99,468 Market Value: $251,496 $353,095 Assessed Value: $74,369 $74,295 Year: 2009 2008 Homestead: $25,000 $25,000 2nd Homestead: YES YES Property Information Map Property Information Map Aerial Photography - 2009 This map was created on 7/13/2010 9:39:15 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. My Home Miami -Dade County, Florida MIAMI•DADE Summary Details: Property Information: Page 1 of 1 Assessment Information: 28 ft Exemption Information: Taxable Value Information: Sale Information: http: / /gisims2. miamidade. gov /myhome /printmap.asp? mapurl = http: / /gisims2.miamidade.go... 7/13/2010 Florida Building Code Edition 2007 HIGH Velocity Hurricane Zone Uniform Permit Application Form Master permit No. Contractor's Name Quality Roofing Contractor, Inc. g "j Job Address 174 N.W. 93 Street 131 Low Slope ❑ Asphaltic Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE I] New Roof Ck Re- Roofing 13 Recovering O Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 600sqft. Section A (General Information) Process No. ROOF CATEGORY 0 Mechanically Fastened TileEic Mortar /Adhesive Set Tile ❑ Metal PaneUShingles ❑ Wood Shingles/Shakes 1100sgft. ••• i e •;• . ;r • • • • • ••• • • • • • • • • • • • • • • •• • •• • • • • • •• • •• • • • • • • ••• • • 1700sgft. r ti n r r 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. ■ I■■■■■■■ t■■■ 1■■■■l t■ ■2m>rumir■rmummlam "M■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■ ■MIO■■ ■■ ■ ■ ■■ ■•■ ■ ■ ■■IU ■■ ■ ■MI ■■ ■■ ■■■■■■■■■■■■■■■■■■ ■ ■Ui■■■■ ■ ■■ ■■■na ■ ■ ■ ■li ■■■ ■ ■ ■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■M ■■■ ■■ ■rWU!lVA■ ■ ■■ ■1[iiiA!r1 ■■■■ ■■■■■■■■■■■ ■■■■ ■ ■ ■■r■■■■■■■■l'I!■M■■■■■■M "'-- -*w■■ ■■■■■■■■■■■■■■■■■■■ iu■■■ ■■■■UMMEMM■■■iu ■■■w■M,■■■ ■■■■■■■■■■■■■■■■ ■■■ ■■M■■■■■■■■ ■■■■■■■NEMMUMMAMM ■■■■■■■■■■■■■■■■■■■ ■pia■■■■■■■■■■■■■■■BIWAR■■■■■■ ■■ ■ ■■■■■ ■ ■■ ■■■ ■ ■■ ■ ■■ ■>.■■■■.■■■.. immil ma■■■i»a■■ ■■■ ■■■■`m:::■■■■■■■■■■■■■■ i■■■■■■■milim ■ui■u ■■■■■■■■m ■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■■■a ■■■■l!i;m■■ ■■■■■■■■ It■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■■■■1 ■ ■■ ■ ■ ■ ■ ■■ ■■■■■■■■ MUMME■■■■ ■■■■■■■■■■■■■■■■■■■■R■■■■■■■■■ ■■■■■■■■ MMEMM■■■ ■■■■■■■■EMMEM ■■■■■■■■RNM= :■S■■■ ■■■■■■■■ MIIMMI■■■■■ ■■■■■■■■■■■■■■■■■■■■i■■■■■A■■■ ■■■■■■■ MIIM■■■ ■■■■■ ■ ■ ■ ■■ ■ ■ ■ ■■■■■■■■ ■ ■■■.i■■ ■■ ■IUI ■■■ ■■■■■■■■ IM■■■■■■■■■ ■ ■ ■ ■■■ ■ ■■ ■ ■ ■ ■ ■ ■ ■w ■■W■ ■ ■ ■ ■IM ■■■ ■ ■■■■■■■ Ammili raramummimmwmm mmEM■EM■■■ ■I■■■ ■■1i ■■■ ■■■■■■■MOMM■■■■■■■MEMMEMENSI ION■■■■■■MI■■■■IMUUMM ■■■■■■■■ r■■■■■■■■■■■ bEW■■MIHM■■■■■■■■hi■MP'iIIA'i■■ ■■■■■■■■■■■■■■ POM MWMHWEEMMIRMWM■■■■■RMINUIwrI■■■ ■■■ ■■■ MOM■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■R■■■■■M■■■ ■■M!MUl NUM ;;S MMUl I ■■■\U■■■■■■■■■■■■MMINIM■ ■■I■■■■ ■MINIM ■■■■IE ■UiM MI■ •■■ ■■■■OMMO ■ ■S!>0■■■OM■■ ■ ■ ■MI■ ■■■ ■l!■■■ ■■ IUUUl! UIIUFMOMM1■■■■■ iVE ■■Ei ■H■■■HHE■■■■ ■MI■■■■ ■IM■■■ ■■■UMMUUMMIMEMEEMEM =4aMNP IMMMA EINPOIMEMM i =a ll•■■■■■ ■■■ EMMUMMAM ME■■■ ■o■■■■EXMOM■aa■M■■■■■AMMW ■M■■■■ Sect on C (Low Slope Applicati ) Fill in specific roof assembly components and identify manufacturer (If a component is not used, Identify as "NA ") System Manufacturer: Certainteed Corp. Product Approval No.: 08 - 0227.07 Design Wind Pressures, From RAS l28 or Calculations: Pmaxl: -49.2 Pmax2: -82.6 Prnax3: -124.3 Max. Design Pressure, from the'specific Product Approval system: -52.5 Deck: Type: wood 1 X 6 Gauge/Thickness: N/A Slope: ., 5 Anchor/Base Sheet & o. of Ply(s): N/A Anchor/Base Sheet Fastener/Bonding Material: N/A Insulation Base Layer. - . N/A Base Insulation Size and Thickness:N /A Base insulation Fastener/Bonding r , Nt / eriai: Top Insulation Layer: N/A Top Insulation Size and Thickness: N/A Top Insulation Fastener /Bonding Material: NA Base Sheet(s) & No. of Ply(s): (1) Base Base Sheet Fastener/Bonding Material: 1 1/4" R/S nails .. �` a • t • Ply Sheet(s) & No. of Ply(s): (2) ply' �� • : • • : " .�� L ' �' �� ' ‘ C'1‘1 •• ••• •S • • • • •• • /^ � Ply Sheet Fastener/Bonding Material: (V �� • • •• • • • • Top Ply: Mineral Cap sheet ••• Top Ply Fastener/Bonding Material: rp l l l - _ t " L ..a • FLORIDA BUILDING CODE — BUILDING Florida Suildieag C : =e Ed ° n 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. • •• • • • • • • ••• • • • • • • • • • • • •• • • ••• • • • • • ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• Surfacing: N/A ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Fastener Spacing for Anchor /Base Sheet Attachment: Field: oc @ Lap, # Rows _3_,@ � oc Perimeter 6 " oc @ Lap, # Rows @ SL" oc Corner 6 " oc @ Lap, # Rows _ Number of Fasteners Per Insulation Board: Field N/A Perimeter N/A Conaegv /A Illustrate Components Noted and Details as Applicable: Woodblocldng, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing olubmit L 0 --e' �� � �` - P4-5 i. • ' y r �l AIJN ‘1\ � 0, f � • • • • • • • • • •• •• • • • • • • • • • • • • -.6-_" oc Phi Parapet Height Mean Roof Height ,.! •. Roof System Manufacture Hanson Roof Tile Product Approval number 09-0928.03 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: -45.1 P2 -78.6 P3: -116.2 Maximum Design Pressure 39. 0 Product Approval Specific System Method of TileAttacflment: Polyfoam adhesive setting Florida Building Code Edition 2007 HIGH Velocity Hurricane Zone Uniform Permit Application Form Deck Type: Type Underiaymermt: Insulation: Fire Barrier: Roof Slope 3 :12 Ridge Ventilation? N/A Mean Roof Height 13 Section D (Steep Sloped Roof System) Steep Sloped Roof System Description wood 1 X 6 (1) 301b. ASTM D -226 N/A Fastener Type & Spacing: Adhesive Type: Type Cap Sheet I N/A Roof Covering: • • 1 1/4" R/S nails 67 o/c @ laic} 2 rnws 12" ccfl Peel & Stick I Polystick TU Plus I Hanson Hacienda Tile Type S Size Drip cap: •. ••• • • • • . .• •.• • • •.. • • • • •• • • • • • •. .•. .. • • • S. 1 .3 X 3.264ga. galvanized • .•. • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • . • ••• • ••• • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • •• • • • Where to Obtain information Description Symbol Where to find Design Pressure b $ A ET. RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height Job Site Roof Slope Job Site Aerodynamic Multiplier Product Approval Restoring Moment due to Gravity Product Approval Attachment Resistance Product Approval Required Moment Resistance Calculated Minimum Attachment Resistance Product Approval Required Uplift Resistance Calculated Average Tile Weight Product Approval Tile Dimensions Product Approval All Calculations must be submitted to the Building Official at the time of permit application Mr Required Moment of Resistance' Mean Roof Height- Root Slope d. 15' 20' 25' 30' 40' 2:12 34.4 38.5 38.2 39.7 42.2 3:12 32.2 34.4 38.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 6:12 28.4 30.1 31.8 32.8 34.9 8:12 28.4 28.0 29.4 30.5 324 7:12 24.4 25.9 27.1 28.2 30.0 Appeals. Florida Building Code Edition 2007 HIGH Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations For moment based tile systems, chose either Method 1 Or 2. Compared the values for M. with the values from M. If the IVl, values are greater than or equal to the M. values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P,- 45 . 1 x a, 0.3 24 sMa 7.29 =m,17.14 Product Approval Mr 39.0 (F)2:-78.6 x DD.32 = 25. I5 M M . =M,a - Product Approval Mr i (Pe:_11 F 7 x 3. Jl =32.313). Ma 7 7 =11/1,82 ale_ fR Product Approval Mi 39_0 Method 2 " Simplified Tile Calculation per Table Below" Required Moment of Resistance (M.) From Table Below Product Approval Mi For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr :If the F' values are greater than or equal to thef r values, for each area of the roof, then the tile attachment is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" x 1: = x w:= )- w: x cos 9: =F.u_ Product Approval F', (Pa: x 1: = x w:= )- w: x cos 9: =FA___Product Approval F' (P3: x 1: = x w:= )- w: _x cos 9. =Fs Product Approval F' •• ••• • • • • • • • • • • • • • • • • • ••• • • • • •• ••• •• • • • •• • ••• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • .• ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0 •• • • • 0 • • • • 5 Must be used in conjuction with a list of moment based tile systems endorsed by the Broward County Board of Rules and MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW 34 Ave Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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: Hanson Hacienda Double Roll Roof Tile 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. TERMENATION 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 NdA hel jmotd$d a the user by the manufacturer or its distributors and shall be available for'i ispe tign feljob•Hte at the request of the Building Official. • •• ••• •• • • • •• This revises NOA No. 07- 0914.06 and consists of pages 1 through 5. The submitted documentation was reviated by.Ale&Tigera. • • • • • • . • • • • • • • • • • . . • . • ... • • • • ... • • • • • • • • • . . . • • ... • • • .. • • ... • • • • • • • • • • • • • .. .. MIAMI DADE COUNTY, FLORIDA METRO DADE FLAGLER BUILDING WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 09- 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. SCOPE This approves a roofing system using Hanson Hacienda Roof Tile, as manufactured by Hanson Roof Tile in Hobe Sound, Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Hanson "Hacienda" Trim Pieces 2.1 EVIDENCE SUBMITTED Test Agency American Test Lab of South Florida PRI Construction Materials Technologies PRI Construction Materials Technologies IBA Consultants, Inc. Roofing , Roofing Tile Concrete Test Product Dimensions Specifications Description Length: 171/4" Low profile, interlocking, extruded concrete Width: 13" TAS 112 roof tile equipped with two nail hole and 'h" thick double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use TAS 112 at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Length: varies Width: varies Varying thickness Test Identifier RT0922.02 -09 HRT- 054 -02 -02 HRT -054 -02-01 2381 -249 •• • • • ••• •• • • • • • • •• • • • • • • • • • • • • •• • • • • •• ••• • . ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • . ••• • ••• • • • • • •• • • • • • • • • • • • •• • • • •.• • • • Test Name/Report TAS 102 TAS 101 TAS 101 TAS 112 • • • • • • • • • • • • • • • • • • • • • • ••• Date 09/22/09 09/18/09 09/22/09 09/20/07 NOA No.: 09- 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 2 of 5 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 in accordance with RAS 106 may be required, refer to applicable building code. 33 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 Hanson `Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, 119, & 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Hanson Hacienda Weight -W (ibf) 10.0 Len +':, -i (ft) 1.4375 Width -w (ft) 1.08 Tile Profile Hanson Hacienda Table 2: Aerodynamic Multipliers - (ft (ft) Batten Application N/A (ft$) Direct Deck Application 0.32 Tile Profile Hanson Hacienda Table 3: Restoring Moments due to Gravity - M (ft-Ibf) 5 ":12" 2 ":12" Direct Deck 7.37 3 ":12" Direct Deck 7.29 4 ":12 ". Direct Deck 7.17 Direct Deck 7.02 6 ":12" Direct Deck 6.84 r:12" or greater Direct Deck 6.64 . • •• • • • • • .. • • • • .. • • .• • • • • • ... • • • • • . • ... • ... • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • ... • •.. • . .. • • • • ... • • • • • • • • • • • • • • • • • • • • S... .... • • . . • .. • • • • . • • NOA No.: 09- 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 3 of 5 Table 6: Attachment Resistance Expressed as a Moment - M1 (ft - Ibf) For Single Patty Adhesive Set Systems Tile Profile . Tile Application Minimum Attachment Resistance Hanson Hacienda Polyfoam PolyPro 29.2` Polyfoam PolyProT°" 39.0' 2 Medium paddy placement of 24grams of PolyPrem AH -160. 3 Large paddy placement of 54grams of PolyProTm AH -160. Table 5: Attachment Resistance Expressed as a Moment - Mr (ft -lbf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Hacienda Tile Bond 44.4' 1 Dow Chemical Tile BondT°e. Two patty's of 11g were installed as per Tile Bond NOA. Table 4: Attachment Resistance Expressed as a Moment - Mt (ft -lbf) For Nail -On Systems Tile Profile Hanson Hacienda Fastener Type Two (2). # 8 x 3" Screws Direct Deck (min 15132" plywood) 35.9 Direct Deck (min. 19/32" plywood) 35.9 Battens N/A 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 ". Hanson HANSON HACIENDA ROOF TILE TILE IDENTIFICATION MARK (LOCATED N UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for buildt p$!it shall be:accbtnfetied by copies of the following: 6.1.1 This Notice c f Acoeptaace • • • • 6.1.2 Any other eloeumentttgi M1 bb the Building Official or applicable building code in order to properly evaluate the installation of this system.. ... • ... . • • • • • • • • • • • • • • • . • • • • • • • • • • . • • •• • •• •• ••• • ••• • • • • • • • • • • • • • • ... • • • • • • •. •• • • • • • ••• • NOA No.: 09- 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 4 of 5 PROFILE DRAWINGS HANSON HACIENDA CONCRETE ROOF TILE END OF THIS ACCEPTANCE • •• • • • • • • • • • .. ••• •• • • • •• • ••• • .•• • . • . . . • • . • • . • • • . . . . • . . • • . • . . • •• • •• • • • • . • ... • ... • ... • • • • ... • • . . . . . • . • ... . . • • ..... . ... • •. .• • . • •• do ... • • • ••• . • NOA No.: 09- 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 5 of 5 MIAM MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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 ART may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester and MU 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 litiA'st111:341pulvid$d to tlid user by the manufacturer or its distributors and shall be available for insizecti4i t tae j4 siliat request of the Building Official. •• ••• •• • • • •• This NOA revises NOA No. 06- 0505.01 and consists of pages 1 throe_ 6. The submitted documentation was reIiene l„by Jolge t, • • • • • • • • • • • • • • • • • • • • • • • •• • • ` • • • •.• • •..1r! • ••. • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• •• 0 •• • • • 0 •• • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: PRODUCTS DESCRIPTION: Product Dimensions Polystick P Roll: underlayment 75' x 3' 40 mils thick Polystick Basik Roll: underlayment 65'8" x 3'3- 60 mils thick Polystick IR/IRX Roll: underlayment 65'8" x 3'3- 80 mils thick Polystick TU underlayment Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Polystick TU Polyester Polystick MU underlayment Roll: 32' 10" x 3'3 100 mils thick Roll: 65'8" x 3'3 80 mils thick Roll: 32'10" x 3'3 -3/8" 130 mils thick Roll: 65'8" x 3'3 80 mils thick Roofing Underlayment SBS , APP Self - Adhering Modified Bitumen • • • •• Test Specification Product Description ASTM D 1970 A polyethylene top surface, self- adhering, SBS polymer modified bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. ASTM D 1970 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefmic film on the upper surface for use an underlayment for metal roofing. 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 A heavy granuled surface self adhering, APP ASTM D 1970 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. TAS 103 and A non - wicking fabric surfaced, self - adhering, ASTM D 1970 APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. TAS 103 A rubberized asphalt waterproofmg membrane, glass- fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. TAS 103 and A non - wicking fabric surfaced, self - adhering, ASTM D 1970 APP polymer modified, fiberglass reinforced, • • • • • • bitunninggs sheet material for use an an • . . u0d$rlfyment in sloped roof assemblies. • Ifcsigneil.as a metal roofing and roof tile ••• •• • • • •• underlayment. • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • ••• • ••• • ••• • • •• • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 2 of 6 EVIDENCE SUBMITTED: • Test Agency 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 PRI Asphalt Technologies PRI01111 ASTM D 4977 04/08102 PUSA-005 -02 -01 ASTM D 4977 01/31/02 PUSA -018 -02 -01 ASTM D 2523 07/14/03 PUSA -035 -02 -01 TAS 103 09/29/06 PUSA -033 -02 -01 ASTM D 1970 01/12/06 Momentum Technologies, Inc. JX20H7A ASTM D 4798 04/01/08 ASTM G 155 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (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-Y? 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 Acceptaica.• • • • • • • • • ..•••••• 8. All protrusions or drains shall be kiitiall + taped Leith LC' 13iiece of underlayment. The flashing tape shall be pressed in place and formed areena tge PrOtraoiOn to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. APPROVED • •.. • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • •• • • • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• IS ••• • • • ••• • • NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 3 of 6 Tile Profile Polystick IR/IRX Polystick MU Polystick TU, TU Plus TU Polyester Flat Tile 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick P, Basik and 1R/112X may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofmg, and quarry slate roof assemblies. Polystick P and Basik shall not be used as roof tile underlayment. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polystick P, Basik, IR/IRX, TU, TU Polyester and MU Underlayments shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 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 tiles shall be as set forth in the roof tile manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR/IRX is limited to mechanically fastened roof tile applications. Polystick TU Polyester may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. The maximum roof slope for use as roof tile underlayment for (direct -to- deck) tile assemblies shall be as described below: 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. 9. 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 for loading procedure. ••• • • • • • • • • • •• • ••• • • - • -- • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 6 Roofing Tiles (6 Max. Per Stack) 12 NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 4 of 6 GENERAL LIMITATTIONS: (CONTINUED) 10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, Basik, IR/1RX, TU, TU Plus, TU Polyester & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU 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 and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 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. 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 and Polystick MU 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 and Polystick MU 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•PG•)L) M$ Flashing 2enl nt, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Htge 251 1r i uir► Wet/J?rg►Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing AdInsivcXrota (a1e applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick Basik. 5. A maximum of 6 tiles jr stack are allow • when loading tile on the underlayments. Refer to the Polyglass Tile Loading•Giidalines. • • • • • •• • • • • ••• • ••• ••• ••• • • • • • • • • • • • • ••• • • • • • • to •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 5 of 6 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 1 /a "/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 TU Plus, Polystick MU 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 -I-Ede 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. 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. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofmg 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 • ••.•.•• • • • •• • • • • .. ••• S. • • • •• • ••• • ••• • • • • •• • • ••• • • • • • • • • • • • •• • • • • • • •• • ••• • • • • • . • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 6 of 6 MIAMMADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the. Building Code and Product Review Committee 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 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 NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J; rge L. Acebo. • • • • •.• •. •. • • • • • • •• • ••• • ••• • • • • • . • • • • • • • • • • • • . . • • • .. • • • • •• • • ••• • • • • .•. • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • ••• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375-2908 NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. 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 Polypro® 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 Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF1 000 N/A ProPack® 30 & 100 • N/A 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 Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM 2127 ASTM E 96 ASTM D 2126 Closed Cell Content ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Results 1.6 lbs. /11. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subbect•tp 4oin$t inanitfacturing variation. . • • • •• •• • • • • • • •• • •;• • • • • • • • • NOA No.: 06-0201.02 • • • • • • • • • • • ° Expiration Date: 05/10/11 • • Approval Date: 04 /13/06 Page 2 of 7 • • • •• • ••• • ••• • • ••• • • • • • • • • • I • ••• • • • • • • •• •• • • • • • ••• . • •* ••• •• • • ••• • • • • • • • • • • •• •• • • • ••• EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report 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 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. Polypro® AH160 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 Polypro AH160 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. �}• ••• • • • • • •• • • 20 ' • F,_ -• ••• . •• MS • ••. • • • • ••• .•. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • ••• • • • • • • • • • •• • ••• • • • • • • • • • • • •• • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 3 of 7 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 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 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 Polypro® AH160 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. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® 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 (13). 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. Polypro® AH160 shall be applied with Foampm RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 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 Polypro® AH160 has been dispensed. 9. Polypr0 AH160 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 LABELING: All Polypro'l AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building eQdd id older to properly evaluate the installation of this system. • • • •• • • •• • •• •• • • ••• • • • • • • • • • • • • • • • • NOA No.: 06- 0201.02 • • • • • • • • • • • • • . • • • • • • : Expiration Date: 05/10/11 • • • .. • • • • • " Approval Date: 04/13/06 Page 4 of 7 • • ••• • • • • • • • • • • •• •• • • • ••• • • • • ••• • • • • • • ••• • • • • • • • • • • • • •• ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY •• • • • • • •• • • • •• • • • ••• • • • • • • • • • • • • • • • • • • •• • • e •••• • • • • • • • • • • • • • • • • • • • • • •• •• • • ••• • • • 1)Pie enough adhesive to achieve 11to1"i , 453172 / 4 . 1/141 , 46 ...... b square hues In contact with the pan tile aP 2) Tian mem upside down. Plate adhesive 112 in Tel in. From outside edge of ewer Me. Then install the the. Nail through plastic cement top portion oftimsave ccurse cover the. Ab second course of pan (flea. Ensure save end of pan and carer files are Kush at save line. Eave closure (mortar shown) Weephole Faso Optional Point-up Mortar on me lon t lis • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • •• •• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY .. • • • • ■• • • • • • • • •• • • . . •.. •• • • • S. • • • • • ... S. • • • •• •.. • • • • • . • • • NOA No.: 06- 0201.02 • • • ' ▪ • • • • • • • • • • • Expiration Date: 05 /10/11 • • • •• • • • • • • • • • • • • • • • • Approval Date: 04 /13/06 Page 6 of 7 •.. • • • • ••• • • • • • • • ••• • • • • • • • • • • . • • .• •• • ••• • • • •.• t ,- Nail through plastic cement 1 in. x3In. Single paddy onunderlayment Single paddy on top of tile ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Eave Course Single paddy between tile Eave Closure 2 in. x 1 in. medium sloe i paddy eave course only • •• ••• • • • • • •• END R'' ;,ACCEPTANCE •• ••• •• • • • •• • ••• • • • • • • • • • • • •• • • • ••• • • • • • • • • • • • • • •. • • • • • • • •• • • • a•• • ••• • • f • • • • • ••• • • • • • • • • • • • • • .•• • • • • • • • • • • • It • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 06- 0201.02 • Expiration Date: 05/10 /11 Approval Date: 04 /13/06 Page 7 of 7 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern 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 contra • r. The owner's initial in the designated space indicates that the item has been explained. Aesthetics- " orkmanshlp: the workmanship provisions of Section R4402 are for the purpose of roviding 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 a regiment between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renal in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring un 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 to be performed. 4. !i Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can ewed 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. e Tn� 5. - Ponding water: The current roof system and/or deck of the building may not drain well and may water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress 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 original roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not aded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if verflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. T. 1 Ventilatior :.M2st roof structures should have some ability to vent natural airflow through the i ' e • • f the structurd assemily{ a ladlldirig itsef f) •The existing amount of attic ventilation shall not be uced. It may be bep &ica Orpiciredilitm .2l v which can result in extending the service life of the • roof. wn A is Signetprn • • • e. (//0 .;:. o • . • : awl: Signature Date . ... Revised on 7/9/2009 LD • • • • • • • • • •.• • • • • • • . ;•••• • • • S.' .: • • ••• • •