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RF-10-587Project Address 1300 NE 104 Street Miami Shores, FL 33138- 1122320300110 Block: Lot: ANDREW CARLSON 1 Owner Information ANDREW CARLSON 1300 NE 104 Street MIAMI SHORES FL 33138 -2662 Contractor(s) Phone QUALITY ROOFING CONTRACTORS 11 305 - 751 - 0382 Cell Phone Type of Work: Re Roof Additional Info: TILE & FLAT Classification: Residential Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $12.00 $4.00 $300.00 $9.o0 $16.00 $341.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy April 21, 2010 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Permit Issue Date: 4/8/2010 Permit NO. R F-4 -10 -587 Permit Type: Roof Work Classification: Tile/Flat Permit Status: APPROVED Expiration: 10/05/2010 Parcel Number Phone Amt Paid Amt Due Pay Date Pay Type Invoice # RF -4 -10 -37519 04/21/2010 Check #: 26420 $ 291.00 $ 50.00 04/07/2010 Check #: 26386 $ 50.00 $ 0.00 Applicant Valuation: Total Sq Feet: $ 19,500.00 3000 Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet April 21, 2010 Date Cell Available Inspections: 1 V Scheduled Inspection Date: September 10, 2010 Inspector: Bruhn, Norman Owner: CARLSON, ANDREW Job Address: 1300 NE 104 Street Miami Shores, FL 33138- Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Building Department Comments September 09, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 140026 Permit Number: RF -4 -10 -587 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1122320300110 Phone: 305 - 751 -0382 Passed 9 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments et- Page 2 of 14 F FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 - s a Telephone: (305) 378 -1991- Fax: (305) 378 -1997 FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB Miami Dade Lab Certification # 07- 0612.11- State of Florida CA # 27273 INSIGHT•INI4OVAMIN.INTEGMTICIN SITE SPECIFIC INFORMATION N2 1989 Job Address: 1300 lx1 L... `1O4 ST; Mt A M t S.#}O WOwner' a e • S'TA 1►. t1 s r4. Contractor: . UA.1. L iY - L, 1 ermit # `b - Za 5 FTInstall Date • ' - -o . L 0 Type of Tile: 'tCVfttc9 5®b1 al I Height I ° Floor: r Type of Access: Scaffolds: Ladder: Slope: 2 % ( date: App. Sq.Ft: 3 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 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 55 56 57 58 59 60 Tphtt P Test (P or F) 4, 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 Uplift Pul > Test (P or F) 79 80 81 82 83 84 85 86 87 88 89 90 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. Vinayagar M. Balakrishnan V, P .E. State of Florida Lie it 63107 c t fe Job Address: 15QQ 1 i' 4 `ir , b, r , V,,► 1 r .5rszr{E5k "'mod, Contractor: Q-0-4.t-t ?sc,ca_a.,! (, Other: Sketch of Roof IMIEM ■iiiiiii ■i ■1 ■111■ ■iii ■11111■ ■1■■■■■ ■ ■■ 1111■■■■ ■ ■ ■1■ ■ ■ ■ ■■■'i1i■ ■11■ ■ ■i■ ■iii■■■■ 1111•1111111111•11111111111111111111 ■ ■ ■ ■ ■M■■i■ ■1 ■ ■ ■ ■■ ■■ VIII ■ ■■■■ ■■ ■■■■■■ 1■111111111i■iiilil ililill■iiilii ■i■ MINI ■ ■ ■ ■ ■ ■■ ■111 ■iii iiiiiiili ■ ■111 ■ ■■ ■1111■ ■ ■1 ■■■i■ ■■1■ ■i■1■i■■11■■ MINI■■■■■■ 111•11111111111•1111111ii1iiiiiiiiiliii■■■ii111■■■■■■ 11i1i11iiiiiiiil�liiiiiiiiliiliii ■ ■ii ■111 ■■■■■■■ ii iiiiliii ■iiiiliiill ■■ ■M■■■■■■ ■ 1111■■■i■■ ■■i■i■ii■■11■■■ii■i■■■■■i■■■■ ■■ ■■■■■■ Ii■■■ ■■■U■I■iiiiiiill■■i■i ■■■■ ■■UU■ ■iii■■INi■■1■i■■11i1 ■iii ■■1■■ ■iMii■1' ■! ■■ ■ ■■Gtn■ 1111 1111 iii ■i■■i ■1111 ■irsweisrAu■■ ■■■ ■111 1 mili■1iiiiiii■iiii■i<AIIPW4 aI1 ■■ ■■■■■■!■■■■■ ■i ■ ■ ■iuiiii■ ■ ■■■■lry1►`r!� ■1I ■■ 1111■ iIIliimms »M[lriiir7111.1iuiuiYErAll■■ ■ ■ ■ ■ ■il11■iESOP.I111EN :1■`'ii ?i■ IPIMEN'gINII ■■ ■ ■ ■ ■ ■ ■I��■ c '� " /��ii[('= :�iiif�illii� %�:'�' 1iLli�i�'l�i■ ■ ■ ■1■ ■It■■ 1111\ ■ ■ /21■irilrlMI■iM/1 ■■►R111■■ •iuiiu11 ■ ■ ►111011EI lliilffiilesiii%ii1IAMEWIM ■■ ■■■■■■1.■■ Ll■! !//�4iii ■ti[ %i /�'�`1ii�� ®ii ■■ 111•111M1111111mmtmccuamiammixarirs i1ii ■iu ■■ ■ ■ ■ ■i ■1�1■ ■ir7IM'11rM. i1MsiT:■it,:a 1111■■ ■111 ■■ ■■■1■ ■i■I 116%i WHI : PSIII1 MO;I i1M IV E° ILI BRIT■■ ■■1111■[` !,ii ■ ■ ■EMIii1UI C1uMi i I h/iiii ■1W/!,'�I ■ ■ ■ ■ ■ii ■i ii ■L`,W'AiliiiAf■■iuLi.i® ■NTfiilfti ■ ■ii■■IIIIG3iritiii■ ra■iliiumil ■■■ iiM■1I ■■ 0AIII \'111 /iiii'Li1 1 /ha t ■■■■■111■■ ■■■■■1111■ ■■iLWIREP E!' IMMINQPINU►MMIiiii■1U■■ 11111•1111111111111117111111113E2IiiiIIIIIII2RrAERWEINE111111111 ■■■ ■ ■■It■■1 1111 /,M M11■MME M►WLi11MI■■■■■ VIII 111•11111111Iiii 113,4': ±dv IMMI_.� 11ii'�iiiii�i�111si��..��i ■■ ■i ■ ■ ■ ■1PMI i.' �i` �i�� t!iiiiii;iiiiiiiiiil,ii ■ ■ ■■ minmmmummulteISOMMECTUMERMUNIIMMUM ■■■■ ■ ■i�iii ■t ■�s�iiiiii�i ■ �l iiiiili ■iii■■■ ■ 11111111■ 11111 lliii1111li11ii1'iiiiMINIIIII ■in ■ii Notes (Date & time) secondary water barrier work at 1 00 N.E. 10 4 Street (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this ; I day if ,, Of LI t _ ARY PUBLIC Notary Public, Sate of Florida at Large . Marylou ou Hernandez 3 = ... s Commission #DD930046 Expires: 0CT,10, 2013 BONDED THEW ATLANTIC BONDING 06,, BM *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 # clearly shown marked on the deck for each inspection Revised on 5/21/2009 RE: Permit # RF -4 -1 0 -587 License #: 000017889 On or about April 28, 2 01 0 INSPECTION AFFIDAVIT M iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: April 27, 2010 Carlos Arocho , licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector , I did personally inspect the roof deck nailing and THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. II TYPE OF INSURANCE POUCY NUMBER POUCY EFFECTIVE IE)n POUCY AnnI / LIMITS INSURER B: GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY I CLAIMS MADE OCCUR INSURER E: EACH OCCURRENCE $ FIRE DAMAGE (Any One Fire) $ _ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GENT AGGREGATE LIMIT APPLIES PER: POLICY I-1 F n LOC PRODUCTS - COMP /OP AGO $ AUTOMOBILE — — LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY $ (Per person) BODILY INURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE UABIUTY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS LIABILITY OCCUR CLAIMS MADE EACH OCCURRENCE $ AGGREGATE $ — DEDUCTIBLE RETENTION $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY WC77779991701 04/01/2010 04/01/2011 x 1 TAATU I -Fa Et. EACH ACCIDENT $ 1000000 E.L. DISEASE - EA EMPLOYEE $ 1000000 E.L. DISEASE - POLICY LIMIT $ 1000000 OTHER R LIMITS $ LIMITS $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS 1. Insured is afforded Occupational Accident Coverage as a co- employer under the policy for employees leased from AMS Staff Leasing, Inc. 2. This certificate remains in effect, provided the client s account is in good standing with AMS. Coverage is not provided for any employee for which the client is not reporting wages to AMS. Applies to 100% of the employees of AMS leased to QUALITY ROOFING CONTRACTOR, effective 04/01/2010 3. Certificate holder is provided with a waiver of subrogation where required by written contract. ACORD. CERTIFICATE OF LIABILITY INSURANCE CERTIFICATE NO. /DATE AC10- 1600000 - 8 7032 03/24/2010 12: AM PRODUCER RODUC int Risk Services *.rr 14160 Dallas Parkway #500 Dalian, TX 75254 (800) 632 -5096 (972) 715 -0959 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR • T. • • e 1_ • .., INSURERS AFFORDING COVERAGE INSURED: AMS l /c /f: QUALITY ROOFING CONTRACTOR 13800 NW 1ST AVE MIAMI, FL 33168 (305) 751 -0382 Fax: (305) 953 -3833 INSURERA: Companion Property and Casualty Insurance C INSURER B: INSURER C: INSURER D: INSURER E: VILLAGE OF MIAMI ATTN: MABELL 10050 NE 2ND AVE MIAMI SHORES, FL SHORES 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ADDTI1ONAL INSURED; INSURER LETTER: ACORD 25-S (7/97) © ACORD CORPORATION 1988 U i�IU r �.� ox `v 'as-063-3152)5 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING 1OOFIN3C. Owner's Name (Fee Simple Titleholder) Sus Stanfill Carlson Phone # ( 305) 216-801 3 Owner's Address 1300 N.E. 104 Street City Miami Shores State Fl Tenant/Lessee Name Email Job Address (where the work is being done) 1 3 0 0 N. E. 1 04 Street City Miami Shores Village County Miami -Dade Zip 3 31 3 8 FOLIO /PARCEL# 11- 2232 - 030 -0110 Is Building Historically Designated YES Contractor's Company Name Quality Roofing Contractor Contractor's Address City Miami 13800 N.W. 1st Avenue Value of Work For this Permit $ 19,500.00 Type of Work: ❑Addition ['Alteration 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 NO X Permit No. F10 - 531 Master Permit NO. Zip 331 38 Phone # Phone # Flood Zone (305) 953 -3333 State Florid Z 33168 Qualifier Name Carlos Arocho Phone# (786) 367 -2029 State Certificate or Registration No. RC 005862 7 Certificate of Competency No. 0 0 0 017889 Contact Phone Carlos Arocho E -mail qualityroofing88 @yahoo.com Architect/Engineer's Name (if applicable) Phone # MOIERVIEll Ai APR o 7 7 M1 fl l . �'ti•�ti94Yy� Square / Linear Footage Of Work: 300 0 s g f t. Tile 5 0 Q I Demolition Flat ❑New ® Re pair/Replace UU Demolition Describe Work: Reroof to a new Tile roof and Flat Mineral Cap sheet roof . ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F e es * ** * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * ** e $ Submittal Fe . �� Permit Fee $ J CCF $ la "� CO /CC $ Notary $ . Training/Education Fee $ 4.00 Scanning $9 Radon $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $) 'W DPBR $ Bond $ Technology Fee $ I(o' 00 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Sign: Print: Owner or Agent The foregoing -- instrument was acknowledged before me this 2/ day of Mk( d4 , 20 IO,by '6u3c...... ei who is personally nown to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: NOTARY Pt DLIC -f J - OF FLORIDA My Commission Expires: 'ft."4,, Maryl0 Hernandez Commission #DD930046 Expires: OCT. 10, 2013 BONDED T$RII ATLANTIC BONDING CO, INC. APPROVED BY * ******** 9e* 9r pde Y**9e3 :deitaYde9t3e ** *'e * ****** *3:9r9r9: k *9e9e*3t:F ** * ***** ek9edc * * *Se9r**** ** (Revised 07 /10 /07)(Revised 06/10/2009) Plans Examiner Engineer Signature Sign: Print: My Commission Ex Contractor The foregoing instrument was acknowledged before me this 3/ day of Mrxc& ,20 /rQ , by e4 1as A® who is personal, y_known to me or who has produced as identification an who did take an oath. NOTARY PUBLIC: NOTARY PUBLICSTATE 1 9/,1'{: o arylou Hern dez Commission #DD930046 •' Expires: OCT BONDED TRW ATLANTIC BONDIN c0, INC Zoning Clerk checked ame S4ted Veda ye Welf Vera eat 10050 NE 2 Ave* Miami Shores, FI 33138 Phone 305 - 795 -2204; Fax 305 - 756 -8972 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 2 Ave Miami Shores, FI 33138 Re: Owner's Name: Susan Stanfill Carlson Property Address: 1300 N.E. 104 Street Miami Shores, Fl 33138 Roofing Permit Number: OWNERS'S AFFIDAVIT OF EXEMPTION Date: 3/5/2010 Dear Building Official: Susan Stanfill Carlson certify that I am not required to retrofit the roof to wall connections of my building because: I The just valuation for the structure for purpose of ad valorem taxation is Tess 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) 4 1) 5a4 Signa Print Name State of Florida County of Dade .. ... • • • • • .. The undersigned, being the first;duly slrvbrih tidpbs? sand says that he /she is the contractor for the above . .. . . . . ... . property mentioned. • • • • • • • • • • • • • Sworn to and subscribed before r;� this day, f M C ,gyp I 0 • • • • • • ••• • • •. • . . •• •. . .. _•,• Notary Public, Sate of Florida at Large ••• • • nq . • When the just valuation of the structure for pugppge Qf ad vglojen; taggtjpn js equgl to or more than $300,000 and the b n �M st so tl w II�14 ,nIc FBC nor a 1994 SFBC. Then you must provide a builating ap from a3eneQel Contractor for the Roof to II connection Hurricane Mitigation. • .. .. • • • .. •• ... • • • ••• • • NOTARY PUBLIC -STATE OF FLORIDA " Marylou Hernandez Commission #DD930046 pires. OCT. 10, 2013 Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/3 Floors: 1 Living Units: 1 Adj Sq Footage: 2,560 Lot Size 10,325 SQ FT Year Built: 1948 Legal Description: 32 52 42 RIVER BAY PARK PB 41 -55 LOT 6 BLK 2 LOT SIZE 87.500 X 118 OR 17314 -2745 0896 1 COC 25832 -2244 07 2007 5 Year: 2009 2008 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $120,311 $50,000/ $120,141 County: $50,000/ $120,311 $50,000/ $120,141 City: $50,000/ $120,311 $50,000/ $120,141 School Board: $25,000/ $145,311 $25,000/ $145,141 Folio No.: 11- 2232 - 030 -0110 Property: 1300 NE 104 ST Mailing Address: SUSAN STANFILL CARLSON 1300 NE 104 ST MIAMI SHORES FL 33138 -2662 Sale Date: 7/2007 Sale Amount: $0 Sale O /R: 25832 -2244 Sales Qualification Description: Sales which are disqualified as a result of examination of the deed View Additional Sales Year: 2009 2008 Land Value: $180,675 $277,316 Building Value: $212,128 $287,965 Market Value: $392,803 $565,281 Assessed Value: $170,311 $170,141 Year: 2009 2008 Homestead: $25,000 $25,000 2nd Homestead: YES YES Property Information Map . Illlt=1flLLa• =rl± • t Property Information Map MIAMIDADE 111111111111111111111111111111111 Min Digital Orthophotography - 2007 0 112 ft This map was created on 3/4/2010 2:31:54 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Closi •• ••• • • • • • •• • • • • • • • • • •• •.• •• • • • •• • ••• • • • • • • • • • • • • • • .•• • My Home Miami -Dade County, Florida • • • • • • • • • • • • • ••• • • • • • Summary Details: Property Information: Assessment Information: Exemption Information: Taxable Value Information: Sale Information: Page 1 of 1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• • •• • • • • • •• ••• ••• • • • ••• • • http: / /gisims2.miamidade. gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.gov... 3/4/2010 1. 5. Ponding water: The current roof system and /or cause water to pond (accumulate) in low -lying areas of the distress and may require the review of a professional stru exp-ctancy and performance of the new roofing system. P orig • , ng system is removed. Pounding conditions show 1 AP G7 2110 BY : -o_..2 ••• • • • • ••• Revised on 7/9/2009 LD • • • :.: • • • • • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • • • •• • „INC DEPT 9 ti lami Shores Village DO DEPT SECTION R 2,11EcT , - o comm. ANCE WITH Al 1 FEDERAL HIGH VELOCITY HURRICANE ZONES — REQUIRE OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS: AND D 1Y RULES AND REGULATIONS 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 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. Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing 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. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removi g the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner sh uld notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the arch); rq appe nt , therefore, roofing nail penetratio of the underside of the decking may not be acre a1(e This d 'e option of maintaining the app aid e a � :d •' y not drain well and may in dication of structural ay shorten the life r Ci ORS may t be evident until the eilitected. 6. i Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not ove l oa" ed 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 accordance with the requirements of Sections R4402, R4403 and R4413. 7. / t - ' - ' ---" entiierori lost.®o stfuotutes sliould have some ability to vent natural airflow through the interior of the structurr asspn:blg (ettldtrig itgelf). The existing amount of attic ventilation shall not be reduced. It may be•Denffclal tel bontider allditibnal venting which can result in extending the service life of the • • • • • • • • .. t1c° ••• • • • 313< < •• • bwne 4 Signature . • Da e:•• • • • e contractor Signature Date Florida Building Code Edition 2007 HIGH Velocity Hurricane Zone Uniform Permit Application Form Master permit No. Process No. Contractor's Name Ouality Roofing Contractor, Inc. Job Address 1300 N.E. 104 Street ip Low Slope ❑ Asphaltic Shingles Section A (General Information) ROOF CATEGORY ❑ Mechanically Fastened Tile® Mortar /Adhesive Set Tile ❑ Metal PaneUShingles ❑ Wood Shingles/Shakes . ❑ Prescriptive BUR -RAS 150 ROOF TYPE O New Roof [X Re- Roofing 0 Recovering 0 Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 500sqft. 3000sqft. 3500sqft. 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. ■M ■■ ■■■■I•■■MI•M■ ■ ■ ■M ■ ■ ■■■ ■MMlu u•• ■ ■ ■M■M ■ ■M\M■M■ ■■MM■M■■M MMM■■ ■EMMEMM■MMM■ AIMM`UMMEMM■II/WPMEEMEMM ■ ■M ■ ■ ■ ■ ■ ■M■ MMM ■M ■MM ■M ■ ■ ■M ■MMEMMEMM■MfMW■•Mull ■M■ ■MM■ ■M ■ ■ ■M ■ ■ ■ ■ ■ ■ ■MM ■ ■ ■M ■■ ■OIMEM M ■ ■MFAMEMM ■Mil ■■■ ■ ■ ■ ■MNmm! mumml "mmmmm - mrnm ■ ■■MOM ■II ■ ■BEEM■UE ■ ■■■■MIVIWOMM■■■ ■■MMEMM■MM■■■■■ \MMMMOMME■MOMMEMER■ ■■■■■ IMMUM■■■■■■ ■■■MMMM■■■■■■OMMEMUMMEREMMEMEM■ ■■ ■MME CIIIIR OMM EMM ■M ■ ■ ■MOMMEMEM ■M\ ■■r ■M ■■■NMEM a ■ii• ■ ■ ■ ■ ■NMEM \MM ■ ■■ ■MM ■ ■ ■■ ■MMMMM■ ■M\I►MMM■RWM■■ ■hull■ ■■■ MMII■ ■■■OM■■■■■■■■■■■■■ ■M■ ■M■MMEMM■M EMEMi EME ■ MMM■• I■■ MM■ ►M■■ ■M ■M ■M■ ■EMEMEMMM■■■ ■M■■BEMM ENFOM MEMMOSEMMEMMIELTMEEEEEME=EallIAMMEMMEMMEMPARIMMEM ■■■■! lWM EM■■■ UM MIIM■■■■■■■■■■■ ■MM\■M■M■■■iMUNEWMAM ■ ■■MUMME ■ ■■ ■IU MMMM■ MMMM ■ ■ ■ ■■ ■ ■ ■■ MEM ■ ■ ■■ MINMM•I■i\■ MEMMIRAMMEMMEMMEMMEMMEMMEMMMEMEMEMOMMEMBINIMMEMME ■111MMU IM■■■■ ■MMINIM■■■■■■■ ■MMM ■M■■■ AMME IM■■ ■M ■•l■ ■■■M•NEMEMMMMMEMM MIlMME ■QM■■■ ■M■ ■IMMMIME■■■■MN1■ ■■■■ ■i ■■ mommilammarImmm**mwmmmmEm etimmwM■ ommi Mill■ ■■■■ SI IMM ■■■UOMWMM4RRA4iM6M■■■■■MiIIMMER MMEMMAMM ■■■■■■ IM■■■ OMMAKOMMEM MLLO■M■■MOMMEM■■SVMMEMMAWM ■ ■■ ■ ■■i ■■MMAMMOM ■ ■M■ ■ ■ ■■ ■MMMMM ■MEMEMM ■■►!9M■■■u!r■ ■■MM■■i■■MAMMEMEM■ CAMM■■ ■EMMEMMUMMEMM ■ ■MIMMUM ■ ■■ ■M ■MMMMMAM■■EWMAOMMOMMEMI MM■■M■■■EMEMMEREMI IMM ■■ ■ ■■lJIIM ■ ■ ■HA■FMV INWSMaMMEMMMMM ■M ■ ■M ■M ■ ■ ■■■ ■■M■■MI•>mmac airiA• IIIMO■■EEMEMMEMEMMM ■M■ ■M■ ■MEMEM ■■■milm MiMumm iourrim■■a■mommoM■M•mmum■■■■■■ ... • • • • • • • • •• • • • • ••••• • • • • • • • .• • • • • • • • • • • • • • • • • • • •1 • • • •• • • Section C (Low Slope Application) 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 128 or Calculations: Pmax9: —49.2 Pmax2: -82.6 Pmax3: —124.3 ax. 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 & No. 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 s ^aterial: N/A Top Insulation Layer: N/A Top insulation Size and Thickness: N/A Top Insulation Fastener /Bonding Ma °dal: N/A Florida = wilding Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form. Typo 111 mopping a ph t Base Sheet(s) & No. of Ply(s): (1) Base Base Sheet Fastener/Bonding " - terial: 1 1/4" R/S nails •• ••• • • • • Ply Sheet(s) & No. of Ply(s):: (2) Fri ; •�� ... • • : •- • :• : :: •• ••• •• • Ply Sheet Fastener /Bonding Material: • • •• • • • • • ••• •• - Top Ply: Mineral Cap :s .e& . • • • • • • • • • • • •• • Top Ply Fastener /Bonding Material: •• • • • • ••• • • • • • • • • • • • • • . • • • - • FLORIDA BUILDING CODE — B L DIp6 • • • • • • • • • • • ••• • • • • • • • • ••• • • • Surfacing: N/A Fastener Spacing for Anchor/Base Sheet Attachment: Field: _8_2 oc @ Lap, # Rows 3 @ _E_" oc Perimeter 6 " oc @ Lap, # Rows 4 @ 6 " oc Corner. _i_" oc @ Lap, # Rows 4_ Number of Fasteners Per Insulation Board: Field N/A Perimeter N/A CornerN /A Illustrate Components Noted and Details as Applicable: Woodblocking, 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 or Submit ROOF ASSEMBLIES AND ROOFTOP STRUCTURES �� 3 . f a � cap .3 av �� _S_." oc pr Parapet j Height I Mean Roof Height j Roof System Manufacture Hanson Roof Tile Product Approval number 07- 0914.06 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: -45.1 P2: -78.6 P3: -116.2 Maximum Design Pressure Product Approval Specific System 86.61 Method of Tile Attachment: Polyfoam Adhesive . setting Florida Building Code Edition 2007 HIGH Velocity Hurricane Zone Uniform Permit Application Form Deck Type: Roof Slope 3 :12 Type Underlayment: Insulation: Fire Barrier: Ridge ,e 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 N/A Roof Covering: . . . .. .. • • • . . . . .. • • • • • • • • • • • • • • • • • • • ••• . 0 • • • • • • • •• • • • • • • • • ... .0 • • ... • • • • ... • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • .. .. • • • . . .. 080 • • • •0 • • 1 1/4" R/S nails 2 ON 121o/c& Peel & stick Polystick TU Hanson Hacienda Tile Type & Size Drip •• ••• Cea • • • 1003 X 3 26qa. galvanized • Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier 1 Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance M, 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 i= Length W =width 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 -) Roof Slope 1 1W 20. 2g 30' 40' 2:12 34.4 38.5 38.2 38.7 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 5:12 28.4 30.1 31.8 32.8 34.9 8:12 28.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 1 Section E (Tile Calculations) Appeals. Florida Building Code Edition 2007 HIGH Velocity Hurricane Zone Uniform Permit Application Form For moment based tile systems, chose either Method 1 Or 2. Compared the values for M. with the values from M. If the Mr values are greater than or equal to the M. values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" x 7149 = 11_O3)- Ma 6_RO =M., :6.23 Product Approval M, 86.61 (P2{-28.13_ x 7e .289__=2, _77 )- Ma` 6.81 =K2 15.92 Product Approval Mr RH_61 (P x ). _ 9 33 . M. ti RQ =M,2 % 7R Product Approval Mf R6.61 Method 2 " Simplified Tile Calculation per Table Below" Required Moment of Resistance (M.) From Table Below Product Approval M. 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" (P,: x 1: = x w:= )- w: x cos 9. =F,,:_ Product Approval F' (P2: x 1: = x w:= )- w: x cos B =Fe Product Approval F' (Pa: x 1: = x w:= )- w: x cos 9. =Fe_ Product Approval F' •• • •• • • • • • • • • • • • • • • • •• • •• • • • • •• • ••• • • • • • • • • • • • • • • 1 • • • • ••• • • • • • • • • • •• • • • • • • • • ••• •• • • ••• • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • •• • •• • • • •• • • *Must be used In conjuctlon with a list of moment based tile systems endorsed by the Broward County Board of Rules and MIAM CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1344 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 Witted has been reviewed by.Miaimi -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 (ABJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Mani Dade County) and/or the AIRY (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 MU 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 nit 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 Budding Code. DISCRIPTION: Hanson Hacienda Double Roll Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturefs 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 manufactuie"of the product or process. Misuse of this NOA as an endorsemtmt 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 -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 thit eine NOMzalabe rat Vided to the user by the manufacturer or its distributors and shall be available fir Ihijib site at the request of the Building Official. .. ... .. • .... This NOA consists of pages 1 through 7. The submitted documentation wes reviewed Oy Jorge L .. • .. . .. • • • • • .. • • • .... .. .. • • • ... • .... • • • • • • • • .. • • .. .. ... • • • • • • ... .... MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAOL'ER BUILDING 140 WEST OGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 074914.06 Expiration Date: 12/1642 Approval Date: 12/06(07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: • Sub Category: Material: 1. SCOPE This renews a roofing system using Hanson Hacienda Roof Tile, as manufactured by Hanson Roof Tile in Hobe Sound, Flar'�da 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 nn+1anfa b�v Applicant Hanson "Hacienda" Trim Pieces Product Roofing Roofing Tile Concrete Damns Length: 17W . Width: 13" ,A" thick • • Length vanes Width: varies Varying thickness Y Wood Battens Miin.1 "x 4" Horizontal Min. 1"x 4" for use with vertical battens or Min. l"x 2" for use alone Tile Nails Min. lOdx 3" Test motions TA,S 112 TAS 112 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTC Test Product peons S atian Manufacturer Wood Preservers Salt pressure treated Generic • Institute LP -- 2 or decay resistant (With current NOA) TAS114 o Appendix lr screw or smoot Generic shank marls ... current ... (With currnt NOA) • • . • • • • ..... ... • • Product Description Low profile, interlocking, extruded concrete roof tile equipped with two nail hole and double roll ribs. For direct deck or battened nail-on, mortar ar adhesive set applications: Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. lumber banns ... . .. ... .. .. - • • ... • • ... • ... • • • n Date: 12/16/12 Approval Mau 12/06/07 Page 2 of 7 Tile Screws Hurricane Clip & Fasteners 2.2 EVJDENCE Smairrnal Test Aeencv Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. IBA Consultants, Inc. Pimensions #8x 2 W' long 0335" head dia. 0.131" shank dia. 0.175" screw thread dia. Clips Wm. W' width Win. 0.060" thick Clip Fasteners Min. 8dx1V P0631 -01 Letter Aug. 1, 1994 Test Identifier 7161-03 7161-03 7161.03 .PO402 224 -47099 94 -060B 94-084 25 -7094-1 25- 7094 -7 25-7094-4 Project No. 307025 Test #NIDC -76 25- 7183 -1. 25-7183-2 25-7214-2 25-7214-6 528454-2-1 520109 -2 • • •• Test Su eadons TAS 114 Appendix E TAS 114 AppendixB • • • • • • • • • • • •• •'819 • • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • ••• •• • •• • • • • • •• • • • • • ••• • • ••• ••• • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Product astkan Manufacturer Corrosion resistant, coated, square drive, Generic galva, coarse (With current NOA) thread wood screws Corrosion resistant clips with corrosion Generic resistant nails. (With current NOA) Test ginaenort PA 102 PA 102(A) PA108 Withdrawal Resistance Testing of screw vs. smooth slunk nails PA 108 PA 108 PA 112 PA 101 PA 101 PA 102 PA 102 PA 102 PA 100 P4 102 PA 102 • PA 102 PA 102 PA 101 Aerodynamic Multiplier TAS 112 Date Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 July 1994 Aug. 1994 Sept. 1994 Marcb, 1994 May 1994 Oct. 1994 Oct.1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Sep. 1998 Dec. 1998 March 1999 09/2{/07 NOA No.: 07-0914.06 Etiom Date:12/16/12 Approval Date: 12106/07 Page 3 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 � or adhesive set tile applications, a static field dances with Y required, refer to applicable building test in accordance 3.3 Applicant shall retain the services of a Miami -Dade 1�� quarterly test in accordance with TAS 112, County wed wing shall e appendix `A'. Such testing 3.4 submitted to the Building Code Compliance Office for review. teshn shall be Minimum smderlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped slope unless stated � applications may be installed to the roof lit ue, material Published 3.6 This acceptance is for wood deck compliance with applicable building gcc�. deck requirements shall be in 4. INSTALLATION 4.1 Hanson ' Hacienda' Roof Tile and its components shall be installed in Roofing Application Standard RAS 118,119, & 120. strict compliance with 4.2 Data For Attachment Calculations Table l i = • . • mic MVIU ifs.. I • • • •• • • • • • • • • ••• • • • • • ••• • • • • •• ••• •• • • • •• • • • • • ;;;A:1`�.i 07-0914.06 • • : • �lplraHo$3ats - 1 e 1 12 • • • • • Approval Date: 12106/07 Page4of7 Table 3: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) For Nail -On Systems Tile Profile Hanson Hacienda Tile Fastener Type 2 -10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nall 2 -10d Smooth or . Screw Shank Nails 1 #8 Screw - 2 #8 Screw 1 -10d Smooth or Screw Shank Nail (Field alp) 1 -10d Smooth or Screw Shank Nall (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip 210d Ring Shank Nalls Direct Deck (Min 15132" plywood) 27.8 8.8 16.4 25.8 47.1 24.3 31.9 43.0 . Direct Deck . (MIn.19132" . plywood) 37.4 11.8 • 21.9 24.3 25.8 47.1 19.0 35.5 19.0 35.5 31.9 67.5 Battens 28.8 4.1 7.1 22.9 49.1 24.2 22.1 34.8 322 50.9 1 Installation with a 4' tile headier) and fasteners are Located a min. of 214" from head of tile. Table 4: Attachment Resistance Expressed as a Moment Mt (ft-Ibf) • For Two Patty Adhesive Set Systems Tll® Application Tile Profile Hanson Hacienda Tile Adhesive 2 See manufactures component approval for installation requirements. 3 Fladbte Products Company 7710Bond Average weight per patty 11.4 grams. Polyfoarn Product, Inc. Average weight per patty 8 grams. Minimum Attachment Resistance 26. . •.. • • • • • .. • • • • .. • . . . • • • • • • •. ••• •• • • • •• • ••• • • • • • • • • • • • . • • • • • • • • ••• • • • • • • • • • •• • • • • • • • • ••• • • • ••• 0 • • • ••• • • • • • • • • • • • • • • • • • •• • • • . • • • • • • • • • • • •• •. • • • •• .. 0410 • 8 • 000 • • NOA No.: 07. 0914.06 Expiration Date: 12/16112 Approval Date: 12/06/07 Page S of 5. LABELING All tiles shall bear the imprint or identifiable marking of the nmau ( Detail Below), or following statennen� ms's name m' logo ".Maiami Dade County Product Control Approved". Hanson HANSON HACIENDA ROOF TILE TILE IDENTIFICATION MARK (LOCATED ON UNDERSIDE OF TILE) • 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied 6.1.1 This Notice of copies of the following; 6.I2 Any other down buildin code in arder� by � Building Official or applicable system. idly installation of this •• • • • • • ••• • • • . • • • • • • • • • •• • • • •• ••• • •• •• • • • • • .• • • .. • . • • • • :: NOA No.: d7.0914.06 • •• Selpiration Date 12/16/12 • • . • • • • • • • • • • • 'Approval Daft 12m6/07 Page 6of7 • • ••• • • • • • • • • • • • • • ••• • • •• ••• •. ••• • . • • • • • . . •• •• • • • • HANSON HACIENDA CONCRETE. ROOF TILE • • • • PROFILE DRAWINGS END OF THIS ACCEPTANCE ....... • .. .. • . . • .. •• .. • •• • ••• • • • .. • • • . • • • • • •••• • • • • • .. .. • • • • • • • • ••• • • • • • • • • • • • • ... • • • • • • • • • • • • . . NOA No.: 07- 0914.06 Expiration Date: 12/16112 Approval Date: 12/06107 Page 7 of 7 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 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: Polystick P, Basik, IR/IRX, TU, TU Plus 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 NOA shall be provided to the user by the manufacturer or its distributors and shall be availablg for:nspeett ®n of 4hejob site at the request of the Building Official. • •. . . . • •.• • This NOA revises NOA No. 06- 042 en�•oonsis�s of ;cages' 1 through 6. The submitted documentation was reviewed by Jorge L. Acebo. • •. • • • • • • • • • • • • • 1 • •• • • • • • • • • • • • •. • • • • • • • •.. • • • • • • • • • • • • • • • • •• • • • • • 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- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: PRODUCTS DESCRIPTION: Product Polystick P underlayment Polystick Basik underlayment Polystick IR/1RX underlayment Polystick TU underlayment Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Polystick MU underlayment Dimensions Roll: 75' x 3' 40 mils thick Roll: 65'8" x 3'3 60 mils thick Roll: 65'8" x 3'3- 80 mils thick Roll: 32'10" x 3 '3 34" 100 mils thick Roll: 65'8" x 3'3- 80 mils thick Roll: 65'8" x 3'3 80 mils thick Roofing Underlayment SBS , APP Self - Adhering Modified Bitumen Test Specification ASTM D 1970 Product Description 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. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefmic filin on the upper surface for use an underlayment for metal roofmg. A fine granular /sand top surface self - adhering, 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. 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 non - wicking fabric surfaced, self - adhering, 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 roofmg and roof tile underlayment. TAS 103 and A non-wicking fabric surfaced, self - ArRv1:D; 9;10 g ier�ng AP? polymer modified, Vi:OrglItss reinforced, bituminous sheet ft iatefial'fo?irse an an underlayment in sloped roof assemblies. Designed as a petal rat(ngagd roof tile underlayment. ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 • ... • .. .... • • • • • • ... • • • .. • • . • • • • ... • • • • • • ... • • • • • • ... • • • • • • • • .. .. ... • • • • 0 . NOA No 06-0505.01 Expiration Date: 09 /13/11 Approval Date: 11/30/06 Page 2 of 6 EVIDENCE SUBMITTED: Test Agency Exterior Research & Design, LLC PRI Asphalt Technologies INSTALLATION PROCEDURES: Deck Type 1: Base Sheet: Fastening: Membrane: Surfacing: Test Identifier #11756.04.01 -1 #11756.08.01 -1 #02202.08.05 PRI01111 PUSA-005 -02 -01 PUSA -018-02 -01 PUSA -035 -02 -01 PUSA -033 -02 -01 Test Name/Report TAS 103 ASTM D 1970 TAS 103 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 Date 04/27/01 08/14/01 08/29/05 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 Wood, non - insulated, new construction One or more plies of ASTM D 226 Type 11 or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Polystick membranes self - adhered. 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- 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. Polystick TU and 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. 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 aneltormi d areund the: p totr to ensure a tight fit. A second layer of Polystick shall be apply ovvrthrder1ayantr • • •• ••• • •• • .. •• • .•• • • • • • • • • • • • • • • • • • • • • • • • • • • • .. • • • • • •• • •. • • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • • • • • .• ••• • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 3 of 6 GENERAL, LIMLTATTIONS: 1. Fire classification is not part of this acceptance, 2. Polystick P, Basil( and IR/IRX may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, and quarry slate roof assemblies. Polystick P and Basile shall not be used as roof tile underlayment. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shallbe 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 and Basik shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick IR/IRX, or MU shall not be left exposed as a temporary roof for longer than 90 days after application. Polystick TU and 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 file application, data for the attachment resistance of roof tiles shall be as set forth in the roof file manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR/1RX is limited to mechanically fastened roof tile applications. The maximum roof slope for use as roof tile underlayment for (direct-to-deck) tile assemblies shall be as described below: Tile Profile Polystick IR/IRX Flat Tile 5 :12 Profiled Tile • Prohibited Polystick MU No limitation 5:12 Polystick TU, TU Plus No limitation 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. 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. :' •s • • • • • • • • • • 0 1141 • • ••._ • C • G • • • • • • • • • • • • • • • .• • •• • • •• • • • • • • • •• • •• • • • 00 Roofing Tiles (6 Mai. Per Stock) 12 • • • • • • ••• • • • • • • • ••• •• • r, •/ • • • • • wr • • • • • • • • • • • • • • • • • • • • • • • • • • NOA No 06-0505.01 • • Expiration Date: 09/13/11 • • • • Approval Date: 11/30/06 • • 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 & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, Basik, 1R/1RX, TU, TU Plus & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, Basik, IR/IRX, TU, TU Plus & 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: All membranes shall bear the imprint or identifiable marking of the manufacturer's name or logo, the Miami -Dade County logo or the following statement "Miami -Dade County Product Control 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. 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 pars 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 2000 MB Plus trowel grade or other approved premium SBS modified trowel grade mastic, 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 per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. 6. Battens and/or Counter- battens, as giligad:b)'tlt t31e m&nufacturers NOA s, must be used on all projects for pitch/slopes of 7W412" . 3t isidgested that on pitch/slopes in excess of 6 1 /0 "112 ", precautions should% take, mitt astheus of battens to prevent tile sliding during the loading process. • • • • • • • • • ... • • • • • . • • • • • ... • • • ... • • • • ... • • • • • • • • • • • • • • • • • • • • • • • • .. • • • .. .. ... • • • ... • • NOA No 06- 0505.01 Expiration Date: 09 /13/11 Approval Date: 11/30/06 Page 5 of 6 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 MB 2000 Plus Trowel Grade Mastic or an approved premium SBS modified 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 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 ...... • • .. .. • • .. • • • .. ... .. • .... • ... • • • • .. • ... ..... .. • • • • • .. • • • • • • • • ... • • • ... • • • • • • • • • • • • • • • • ... • • ..... . • • .. .. • • .. • NOA No 06-0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 6of6 MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Po lyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations gi the use of construction materials. The demon submitted has keen reviewed by the BCCO and accepted by the Building Code and Product Jurisdiction (AIM. Committee to be used in Mann Dade County and other areas where allowed by the Authority Having This NOA shall not bewail after the aviation' date stated below. The BCCO (In Miami Dade Comity) and/or the AHJ (in areas other than Miami Dade County) aura the right to lace this product or material tested for quality assurance purpose& If this product or material fasts to perform in the accepted manner, the manufacturer will incur the use of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or . mat'r+i1 within theirjurisdiction. BCCO reserves the right to revoke this acceptance, if it is wed by BCCO that this product or maternal fails to meet them of theapplicable building code. This product is approved as desaibed herein, and.has been designed to comply with the High Velocity Hurricane Zone of the Florida BuilAing Code. DESCRIPTION: Polypro®AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no done in the applicable building code negatively affecting the performance e of this product. • TERMINATION of this NOA will occur after the expirations date or if there has been a revision or change in the materials, use and/or mamsficnuue of the product orprocess. Wmuse of this NOA as an endorsement of any product, for sales, adverting cc any other purposes shall amrtoanaticalIy terminate this NOA. Failure to comply with any section of this NOA shall be mum for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by time expiration date may be displayed in adiertbingllterature. If any pardon of the NOA is displayed, then it shell be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by die mangy 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.O141S2L02 and consists of pages 1 through 7 The submitted documentation was reviewed by .1 L. Acebo. • • .•. • .. • • • • • • • • • . • • • • •• • • • • • ••• • • • . • •• • ••• • ......• • •• ••• •• • • • •• • • • • • • • • .. • • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• • • • •• •• ••• • • • ••• • • MIAMI DADE COUNTY, FLORIDA METRO -DAD$ 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 Pagelof7 ROOFING ASSEMBLY APPROVAL: Category: . Roofing Sub Category: Roof tile adhesive Polyurethane SCOPE: This approves Polypi AH160 as manufactured Polyfoant Products, of this Notice ofAcceptance. For the locations whew the design pressure recluiremests, as Inc. as mat in Se mi y 2 applicable building code, does not exceed the d values obla n®d by compliance with Roofing Application Standard RAS 127, for use with approvnd flat low, and high profile rooftiles system usingPolypro® AR 160. Where the attachment calculations are done as a moment based system for singJepantyper, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: puns Inns Polypro® AH160 N/A . Poaaapro® RTF1000 N/A ProPack® 30 & 100 N/A PRODUCTS. MANUFACTURED BY OTHERS: Any Miami-Dade CohmtmProduct 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: bensity Compressive Strength Tensile Strength Water Absorption' Moisture Vapor Transmission Dimensional Stability y Closed Cell Cent Tot ASTM D 1622 ASTIS D 1621 ASA/ D162.3 ASmD 2127 ASTM E96 ASTM D 2126 ASTM D 2856 Test • intion eeiBc tines TAS 101 Two polyurethane foam e • S EcluiPment . . 1.61bs./ft.$ 18 PSI Parallel to rise 12 PS1 Perpendicular to rise 28 PSI Parallel to rase 0.08 ibs./Ft 3.1 Peen / Inch +0.07% Volnrne Change @ -40° F., 2 week +6.0% Voln ne Change (4158°F., 100% , 2 weeks 860 Note: The physiad properties listed above are pry as typical average values as determined by accepted ASTM test methods and are subject to normalecenufuutpring variation. 9 • • •. • • . • ••• Dispensing Equipment • • . ▪ • • •:. • • • NOA No.: 864201.02 • • • • • • • • • • ulnas Date: OS/10/11 ... .. • • • • • Abroval Hate. 04/13106 . . ... Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -IPA • . 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: Fire classification is not part of this acceptance. Refer•to the Prepared Roof Tile Assembly for fire 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 HANDISTICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. s .. . • • • • • •• i t ., . • ... ••• • • •. :. • • • • • • • F,_ •• • • • •• • MS • ... • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • ••• • • • NOA No.: 06-0201.02 Expiration Date: 03/10/11 Approval Date: 04/13/06 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof the assembly resistance values with the use of Polypro® A11160. a current NOA that lists uplift 2. Polypro® AH160 shall be applied in compliance with the Component ceding Peat Details noted herein. The roof Application section and the the use of Polypro® AH160 shall provide sufficient l y� s Vs ed as an uplift system, to meet or exceed the uplift as mt -Dade County Roofing Application Standards RAS 127. The adhesiYe noted - roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its comma shall installed Roofing Application Standard RAS 120, and Polyfoam Inc. Po in accordance wph Instruction and Maintenance Booklet. ��lyAre®AH10 Operating 4. Installation must be by s factory Trained 'Qualified Products, Inc. Polyfoam Products Inc. shall supply a list approved and licensed the by PoIyyoam having jur isdiction. applicators to the a mi ty 5. Calibration of the Foampro® The mix ratio between the "A "dam is required before application of any adhesive The (A): 1.0 bet The t and the "B be between 1.0- dispense timer shall be to deliver 0.0175 to 0.15 pounds per tale as determined at collimation. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispe ng 7. Polypro® AH160 shall not be exposed permanently to sunlight. S. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed.. 9. Polypro® AH160 placement in patty weight shall be in t Details' herein. Each generic d profile the placement he T LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING 'PERMIT REQUIREMENTS: As required instal f this system Official applicable • buildinffi • pr operly evaluate the • • • • • • . • ... • • • • • • NOA No.: 06.0201.02 • • ••• • • • . . . • • • • •. •. ration Date: 05/10n1 • • • • • • Approval Date: 04/13/06 Page4of7 • • • • • •• • • ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • •• •• • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY ....... • .. •• • • • • • •• • • •• • ••• • •• ••• •• • • • •• • ••• • • • . • • • • • • • • • • • • • • ••■ • • • • • • • • • •• • • • O. .• • • • ••• • • • ••. • • • • ••• •.. • • •• • • • • ••• • • •..... • • •• •• • • • ••• • • • ••• • • • • • • •• • NOA No.: 060201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAYL 2 SINGLE PATTY •• • • • • • ••• • • • • • • i' ••• • • • •.•• 1 • • • • • • • • •• • • • 00 000 •• • • • • • • • . . NOA No.: 06. 0201.02 • • • • . • • • • • • • • • • • : :Expiration Date: • .. • • .. • • .. • . Approval Date: • • ••• • • • • •• • • • • • • • • • •• • • •. ••• •' • • • • • • • • • • • • •• •• • • • •• .. • • • ••• • • • ••• Page 6 of 7 4 04.18 v o ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY •• ••• • • • • • •• END C3F T•�N • •••••••• . •• ••• •• • • • •• • • •• • • • • • • • • • • • • • • • • • • • •• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • ••• • • • • • • • NOA No« 06- 0201.02 Expiration Date: OS/10/11 Approval Date: 04/13/06 Page 7 of 7 BUILDING CODE COMPLIANCE OM= (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Certain Teed Corporation (PA) 1400 Union Meeting Road, P.O. Box 1109 Blue Bell, PA 19422 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 (m 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 Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: •CertainTeed Conventional Built-Up -Roof Systems Over Wood Decks LABELING: Bach unit shall bear a permanent label with the manufare's name or logo, city, slate and following statement: "Miami Dade County Product Control Approval", 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 ocmv after the expiration date or if there has been a revision or change in the materials, use, and/or manufacttve of the product or proms. lvfisuse 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 won and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words -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 thit • entire to the user by the manufacturer or its distributors and shall be avafable§N insptclion at *glob sits at the request ofthe Building Official. • This NOA renews NOA No. 03- 0827.05 and consists of pages 1 ugh 21. The submit documentation.nseriewed by .. Jo r rge 1 : Acebo • • •• ••• • • • • • • • • • • • •• • • • • ..• • .•. • • • • •• • • • • • • • • • ••• • • • • • • • a • •• •• • • It ••• • • • ••• • • • • • •• •• MIAMI-DADE COUNTY, FLORIDA METRO -DADE FCAGLERBUILDING 145 WEST FLAMER STREET, SUITE 1603 'MIAMI, FLORIDA 33130 -1563 (305) 395 -2401 FAX (305) 375 -2908 NOA No.: 08-0227.07 Expiration Data 06/19/13 Approval Data 0913 /08 ' Page 1 of 21 ROOFING ASSEMBLY APPROVAL Catenary: Roofing Sutegorv: � � Matarisk F -Tv` Wood utn Desieu Przaure -60 ps f TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE mac All Weather/Empire Base Sheet Flintglasa Mineral Surd Cap Sheet Flintglas® Pty Sheet Type N or VI Flox-I-Glas or Flex I-Glas FR Base Sheet GlasBaseTM Base Sheet No. '15 Perforated Felt . Yosemite® Mineral Surfaced Cap Sheet Dimensions 36 "x72;Roll weight 86 Ibs. (2 ) 36 "X36;Roll Weight 78 Ibs. ( 36" x 180; Roll weight 40/55 lbs. ( squares) 36 "x108; Roll weight 901bs. (3 squares) 36" x 108'; Roll weight 691bs. (3 squares) 36" x 144', Roll weight 90 lbs. (4 square) 36" x36; Roll weight 90 Ibs. • Test Product on ASTM D 2626 Asphalt coated, organic base sheet UL Type 15 ASTM D 3909 ASTM D 2178 Type IV VI Asphalt impregnated and coated inorganic glass fiber surfaced with mineral granules used as the top ply in cones built des. Fiberglass, asphalt impregnated ply sheet. or UL Type G1 ASTM D5147 SBS Modified, fiberglass reinforced base sheet. UL Type G2 • 1 Avila, fiberglass base sheet. ASTM D 226 Organic asphalt saturated felt. ASTM D 249 Mineral Surfaced organic cap and buffer UL Type 30 sue. •• • • • • •• • • • • • ••• •• • • • • • • • •• ••• •• • • • • • ••• • . • • • • • • • • • • ••• • • • • • • • • • • • • • • - • • • •• • • • • • . ••• NOA NO4 08-0227.07 Expiration Date 06/19/13 • ...... ... Approval Date; 05/15/08 • • • •.• • • • • • • • • • • • • • •• •.• • • • •• ••• • • • ••• • • • ••• a APPROVED INSULATIONS: Product Name FlintBoard ISO PYROX ACFoam III LSO 95+ • High Density Wood Fiberboard Perlite Insulation . Dens Deck ENRGY :1, ENRGY 2, Plus, UltraGard Gold, PSI-25 • FiberGlass Roof Insulation fresco Board ISORoc Paroc Cap Board Multi-Max, FA APPROVED FASTENERS: Fastener Product Number . Name 1. #12 & #14 Dekfast Fastener 2. Dekfast Hex Plate 3. .Dekfast Lock 1?e 4. #I2 & #14Rip Fasteners S. AccuTrac Hextra Fasteners • 6. Metal Plate • • • TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation - Glass f:ber/Mnerai fiber i n Expanded mineral fiber i Polyisocyanurate foam / rockwool composite insulation Rol insulation Polyisocyanurate foam insulation TABLE 3 Product Description Insulation fastener Polypropylene plate Insulation fastener for wood .• arty • • • •• • teS •• testae? • • • •• Galvalume alines plate. • ••• • • • • • • • • ,• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • i • • •• • • • • • • • • • ••• • • • • • • • • • •. • •• •• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • 3' x3' /i" 3" round 3" square Manufacturer (With Current NOA) Certain' Teed Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. generic generic G-P Gypsum Corp. Johns Manville Johns Manville Johns Manville Johns Manville Partek, Inc. RMax, Inc. Manufacturer immeasious (With Current NOA) Construction Fasteners, Inc. Galvalume AZSO steel plate 2 x 3 V4" Construction Fasteners, Inc. Construction Fasteners, Inc. ITW Buildex Corp. ITW Bufidex Corp. ITW Buildex Corp. NOA No.: 08- 0227.07 Expiration Date 06/19/13 Approval Data 05/15 Page 3 of 21 APPROVED FASTENERS: Fastener Product Number Name 7. • Gearlok Plastic Plate 8. U1traFast 9. UltraFast ASAP 10. UltraFast Metal Plate 11. Ulna/ast Plastic Plate 12. Olympic Fastener #12 & #14 13. Olympic Standard 14. Insul Fans Fast 15. InsulFixx S Plate 16. Tru-Fast Fasteners 17. Tru Fast MP -3 . 18. Tru-Fast Plates 19. Tru-Fast Plates EVIDENCE SUBMrrrED: Tent Agency/Identifier Factory Mutual Research Coip. Exterior Rich & Design, Inc. TABLE 3 Product Description . Dimensions Polypropylene round plate 3.2" insulation fastener and steel. - Pre;assembled Insulation - fastener and plate Galvalume AZSS steel plate Nigh Density Polyolefm round plate Insulation farmer Galvalume AZSO sal plate Ineulation flamer for steel and wood decks Galvalunie AZSO steel plate Insulation fastener for wood and steel decks Galvalume AZSO steel plate Galvalume AZ55 steel plate Polyethylene plastic plate Fastening Requirements FMRC 4470 TAS114 TAS 117 •• • • • • 1. • •' • • •• • • • •• ••• •• • • • • • • • • • • • • • • ••• • • • • • • s • • • ••• • •• ••• • • • • • • 3" square & 3" round 3" round 3" round 3" round 3" round 3" round 3" round Nigmt FMRC 1996 J.L #3Y8A1.A11q 3513.08.02 3515.07.03 ••. • • • • • • • • • • • • • •• • • • NOA No.: 08-0227.07 Expiration Data 06/19/13 Approval Data 0115/08 Page 4 of 21 CWT Current NOA) ITW Buildex Corp. Johns Manville Johns Manville Johns Manville Johns Manville Olympic Mfg. Group, Inc. Olympic Mfg. Group, Inc. SFS Stadler, Inc SFS Stadler, Inc. The Tru-Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. kft 01/01/96 03/23/96 08/15/02 07/22/03 Deck Type 1: Wood, Non-Insulated Deck Desc ion: 19 /32" or greater plywood or wood plank System Type E(2): Base sheet mechanically attached. All General and System Limitations apply. Base Sheet GlasBase base sheet or Flintglas Premium Ply Sheet mechanically detailed below. as Fastening Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8 "o.c. in the lap and three rows staggered in the center ofthe sheet 8 "o c. Ply Sheet Two or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or #1S Asphalt Perforated Felt ply sheet adhered in a full mopping of approved asphalt at an application rate of 20-35 res./sq. Cap Sheet (Optional) One ply of Flintglas Mineral Surface cap sheet adhered in a full mopping of approved asphalt at an application rate of 20-35 lbs./s q. Surfacing (Required if no cep sheet is used) Install one of the following 1. Gravel or slag applied at 400 lb/sq. and 300 lb /sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. A two part coating consisting of a base coat of Static Asphalt Fibered Emulsion at rate of 3 gal./sq. or Monoform compound; surly with 1 gal/sq. Sta -Kool non- fibered aluminum coating or fibered APOC No. 212. Maximum Design Pressure: - 52:5 (See General Limitation #7) •• •1• • • • • • ' •. • • • • • • •• • • • •• ••• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • •. • • • • • • • • • • • • ••• • 1 • • • • • • • •• • • • • • • • • ••• • • • • • NOA No. 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15!08 Page 19 of 21 WOOD DECK SYSTEM LIMITATIONS: • 1. A anti sheet is required with Ply 4 and Ply 6 when used as a mechanically . sheet fastened base or anchor GENERAL LIMITATIONS: 1. Fire won is not part of this acceptance, refer to a current Approved Roofing for fire ratings ofthis product; Materials 2. Insulation may be installed in multiple Layers: The first layer shall be attached in compliance Product Control Approval guidelines. All other layers shall be adhered in a full mopping f pr h oved asphalt app the and at a rate of 20-40 Ibslsq., or Vi using attached 3. All standard panel sizes are acceptable for mechanical asphalt, panel size shall be 4' x 4' maximum, • . When applied in approved 4. An overlay and/or recovery board insulation panel is required on foam insulations when the base sheet is fully all ow b8atd is used ti. ov closed cell shall be applied using spot mopping with approved asphalt, 12" base sheet " mopped 8" ribbons in three rows, one at each side lap and one down the circles 24 o.c or stria of the sheet atlowia continuous area of veantilation. Bncircling of the strips Is not acceptable. A 6 break shall be placed every 12' rate each of 1 l to Note ventilation. Asphalt application of sy shall be at a Spot attached systmns shall be limited to a maximum pressure of-45 p design S. Fastener spacing for insulation attachment is based on a Minimum is Force (F5 value of field-tested, are below 27S lb£ won Application S td LOS. if the y as shall not be acceptable. 6. Fastener spacing for mechanical attacimient of anchor/base sheet or membrane attachment is based on a minimum fastena resistance value in conjunction with the maximum design value listed within a specific system. Should the der resistance be less than that required, as determined Official, a revised fastener s}spacing* PreParect. signed and his the Building O revised fastener Engineer, � Architect, or Registered Roof C a Florida n� spacing utilize the wlthdrawat ' submitted. Said vat from Testing Application Standards TAS 10S and calculations in compliance with Roofing Application Ord RAS 117. 7. Perimeter and corner arms shall amply with the enhanced uplift pressure requirements. of these areas. ..Fastener densities shall be. increased for both insulation and base sheet as calculated in compliance with Roofing App on Standard RAS 117 Calculations by a Florida registered Professional Basinger, Registered m Architect or prepared, signed and sealed this m lion is specifeally referred within this NOA, Lie 0f wrn not be app) 8. All attachment and sizing of perimeter mailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements, 9. The maximum designedinessme limited= listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones Ci:e. perimeters, extended comas and corners). (When tills limitation is sPedficallY referred h tldslNO4p� Lindta Lion #7 will not be applicable•) • • END OF THLi.A •,OE • • • • ••• • • .. • • • • • • • • • .••• • • ' • • • NOA No.: 08-0227.07 • • . • • • . • • • Ern >l 06/19/13 • • Approval Daft 0545/08 Page 21 of 21 • • ••• • • • • ••• • • • • • • • 0 • • • ••• • • • • •• • • • • • • • 0 •• •• • • • •• •• • • • ••• • • • ••• ROOF itoveman MATERIALS own Room Systems (TGFU)–Continteed 1008 BEAVER GBADB RD, MOON TOWNSHIP PA 1S103 OTHER SYSTEMS 2806 ROOFING MATERIALS AND SYSTEMS DIRECTORY Class A •Balkans units used in this system are wed of foam core mead an bother with a :wage__ �� coated gldq, designated • . VERSA PANE. VP VP2.75, V1250, VP4.00 or ICY RED, R250, 1122S car 175 . ' Installed= IiiiielvnItrally fastened to metal rafters. Claw II Building units used in thesystem are composed of foam. corn covered an - both sides with'a26 ccabed givedne stcelated skiq, IESAPANEL W1 F1.75, VP2.25, wax, VP4.00 or R900, 4250,8225, 175 or Lit. L Dada — - No Breeden Installation: M.a,a,ieatly fast to metal ram. CORP, RE.656 • 700 BSWEEMFORD RD PC BOX tom, VAZI BY FORGE PA 19482 ...seeral Wool Pei is a suitable alternate for perr6od 15 asphalt . felt ia the Class A,3orC roof constructions 01 PlinWas Ply Sheet or Plies Premier Ply Sheet eon. able Amides for 15 organic felt Tide G2 B Sheet is a tadtable awe for ' 15 and Type 30 Type C Fl s le ". Wen Sheet is a suitable alternate for Tye 30 ' ,PseomimaPlea- 1- GlasorPlex-I- lasPRBaseSl%eetis a a the 42 elan ' base and the 15 AIl /Empire base 'lapped otherwise Dig � qpp y is �p few m spot s= se sh limited to b talcs and embus- IPS ��*so :nay *sowed boa d�be red any ofthe . s tams. may be used in mtyof Mowing noncombustible deck roof systems and, where indicated, in eomobm els l f twit systems. •. A>y may be utilised is any of the systems that contain llinflastic " may be used in lien of "Poly STS Base" is all ilintlasticUltra Poly a =es a to ani6ca tbase shreds m "•Chatmel Veal G& : R5intloetd Ise'•; "Pla�esd Ise Cold", hoard o r oard Is or'menthe 1so Pherismbure ma gybleme VilTS HOT RO • • . Class A • 1. ' Deck NC Indies 3 Base Sheer Type 02 Glasbase. - - Ply Sheets Type 01 Mien or Type 02 Gashes Sedacbsg Gravel or. slag. 2. Dada C-15/16i Ia�ae:1/2 Base Meet Two layers Type G2 "Glasbase" base shot as Type G-1 Surfacing Type ."Elegies DA3iteml Sum ". Iodine 3 2 � Shed Two layers. Type 15 All Weather Suefacing .Gravel or Ong. > 3 A Poles wra, ,ally fad orhot mopped, 1. Deck C-15/32 0055 B Incline 1/2 • • B ee8 to five P 15 asphalt orynsic or Type G Type Surfaced". Weather/Empire. > tot Cravat 2. Deck C:15/32 ( Incline 3/4 5, I>EC1c C 15C 15 32 'nan • • • • • • • • • • • • � Incline ' or ULCla L Insulation: Polyisocym� 1 in. miss., me lly Mkt :,: Sedation (Optional): One or more la or annbinah_Q • S nine plies Type 2 asphalt suntan '�dt 13836-. • • �1ne "G1 se sheet >�ed) hot mopped with hot ring a Ply Ste OlQe layer T)rpe Gi " base D C-15/32 "' 3 • • • i • • • • a Ittelizte l Vapor Retarder (Optional): Type G2 0 , a ca:UL •I • '• i r r ( hate, wood Sher, fi7 "2 i>iw1oa (Optlonot One or more lay= IN • •'Edna • • Past ill One or masse plies Type G2, hot mop:::or meet following Polyisoa yatumate, pedite, glass fiber or wood fiber, any - Ply Sheen One or mare plies Type G1, "Ply 1V" or • Base sheen Type 02 "Glasbase" base sheet. • • • • • • • • • • mopped or a+acY.tbanirally famed. "My L�l ' • • VI IllaDUOT ••• • • • ••• • • ROOF COVERING MATERIALS (TEyn Roofing Systems (rGPu)– Contreued My Edwin Two to three layers of Type 01 "Plintglas" ply sheet G-2 "Glasbase" base sheet. Surfatiny 9. Dark C-15/32 G..��...�� VapteRetarder g.� mania (Optional): o"am: Type G2 "Glasbase or UL Classi5e Insulation (Optlonalk One or more layers or Polyisocyanurate perlite, glass fiber or wood fil Three or four layers of Type G1 "Pl " ply sl Gravel ca & Dada C-15/32 Incline 1 Vapur Retarder retarder (0pH:walk Type G2 "Glasbase"' or UL Ciassifie Inseam following (: One or more layers or c Polyisocyanurate, perlite, glass fiber or wood fiber Base Sheer One layer Type G2 "Glasbase" base sheet. Cap Sheett One layer Type G3 9. Dada NC /s Insulatices following (Optlonalk One or more layers or c mbinatior Johns Manville "»Y 20, polyisocyanurate, peril fiber or wood fiber any Base Shed Two y layers Type G2 "Glasbase" base sheet or • 10' Dula 1 * Incline: 1/2 blocked. . wood fiber, 1 p 3/ mare �y� 2 Base Med Two layers Type Seen 15/26 in. "T s Ply Sheet" G2 "Glasbase" base sheet or T'9Pe•G "was Mineral Surfaced ". 11. Dada C-15/32 . Insulation (Optional: Any thickness, one cir mom layers or c t i e s ( o f " y.m=m AP", "Hy -Therm TAPS, It , wood fiber m `HY -Tee (EnergyLOky' ` i nailed 15 Gl Glassba ' My Sleets hot nr 12 Sadder Graved or slaty ( Incline 2 Insulation Any thickness, one or more layers or c bons (.• • • ► of "Hy-T ennAP", "Hy-Therm TAPERED", "H glass Ent .oMthily fastened or Base Sheeb Type G2 "Glassbase Base VI Premium Ply Shed Sheer or "Elegies Type1V My M or one T ply Pao Sheer, M Surfacing; Type SS hot mopped. cap i c ed Cai