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RF-12-81w J. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 9C - t l- S 3 9 Inspection Number: INSP- 175978 Permit Number: RF- 1 -12 -81 Scheduled Inspection Date: July 20, 2012 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: FORBES, JOHN Work Classification: Tile Job Address: 304 NE 99 Street Miami Shores, FL Phone Number (305)757 -7750 Parcel Number 1132060135600 Project: <NONE> Contractor: A -1 PROPERTY SERVICES & GROUP Phone: (786)419 -5041 Building Department Comments NEW ROOF ADDITION TO HOME Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 168891. Provide ladder. Provide permit and plan posted for inspection. NB July 19, 2012 For Inspections please call: (305)762 -4949 Page 4 of 6 A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, Fl 33155 Tel: 786- 326 -9877 Fax: 305 -485 -9011 alroofinspecHon@gmail.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor Al PROPERTY SERVICES Job Address 304 NE 99 ST MIAMI SHORES Owner's Name JOHN L FORBES Type of Tile ALHAMBRA HANDMADE Permit # RF- 1 -12 -81 Date Installed Approximate Roof Height 12 feet Roof Pitch 6112 Type of access to Roof Approximate Square Footage of Roof 19 ft 2 OK Required Testing Force 35/bs Date Tested 711212012 Number of Tests 67 Testing Equipment: F.G.E, 100 Contact Name SABRINA Phone # X786 395 -9091 LOCATION # OF TEST PASS - # OF TEST = FAIL 12 Corner ��� Tests ;� ICI Pass �i 0 Tests Fail Perimeter Z1 Tests Pass 0 Tests Fail � Field '' 29 Tests v! Pass 0 Tests Fail Ridge 5 Tests pass Tests Fail Total 67 Tests iv Pass 0 Tests ! Fail - IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT IS NOT GUARANTEED IN CASE OF NATURAL DISASTERS. Cordially REMBERTO CONTRERAS PE RE # 21522 A -1 ENGINEERING INSPECTION SERVICES INC CERTIFICATION NO 10- 0512.01 7066 SW 44th Street Miami, A 33155 — Telephone (786)326 -9877 — Fax (305)485 -9011 A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, Fl 33155 Tel: 786- 326 -9877 Fax: 305 -485 -9011 alroofinspection @gmail.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor Al PROPERTY SERVICES Permit # Job Address 304 NE 99 ST MIAMI SHORES Owner's Name JOHN L FORBES RF-1 -12 -81 Type of Tile ALHAMBR4 HANDMADE Date Installed Approximate Roof Height 12 feet Roof Pitch 6112 Type of access to Roof OK Approximate Square Footage of Roof 19 ft 2 Required Testing Force 35/bs Date Tested 711212012 Number of Tests 67 Testing Equipment: F.G.E. 100 Contact Name SABRINA Phone # 786_ 395 -9091 SKETCH OF ROOF Revised by 7066 SW 44th Street Miami, FI 33155 — Telephone (786) 326 -9877 " Fax (305) 485 -9011 T� ftc-�c. Miami Shores Village RECEIVED Building Department FEB 2IB2012 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 , Permit No. CATION Master Permit No. Permit iWe.. BUELDING - ROOFING OWNER: Name (Fee Simple Titleholder): '10 114 d �,( LQ -I Phone#: e g_ City: A' �� e 6� 10 / l?3 State: F LI —Zip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: City: Miami Shores County: Miami Dade Zip; Folio/Parcel #: 1192040 13 S ,4® 0 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: Address: _4 110 AIQ 7 City: -- Qualifier Name: State Certification or Registration #: `7 -�l q —302e EL Zip: 4 xz Contact Phone#: Email Address: of Competency #: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: OAddition OAlteration ONew Submittal Fee Permit Fee $� CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 i�sued. In the absen of such posted notice, the inspection will not be approved and a reinspection fee will be clzarged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Contractor, The foregoing instrument was acknowledged before me this day of al , 20 .Z by , who i personally kno to me or who has produced as identification and who did take an oath. NOTARY PUBLIC• NOTARY PL -BLIC STATE OF FLORIDA Peter Rodriguez Ponce :Commission # EE056988 Si 7tII 23 2015 soI•IDID TB ATLMMC BONDING Ca,Il4Q Print: My Commissid i Expires: ° My Commission Expires: APPROVED BY V*6t- Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Section E 2 a COUNTY Miami -Dade County Building [ High Velocity Hurricane Zone P to onic Application n R�erppit Application Form �'7 Section E (Tile Calculations) DATE Method 1 "Moment Based Tile Calculations Per RAS 12`x' -ANCE WI FH ALL FEDERAL :... rd { HULES AND REGULATIONS For Uplift based file systems use Method 3. Compare the values for F with the values for Fr. If the F values are greater than or equal to the Fr values, for each area of the roof, then the the attachment method is acceptable. P1: x I: x w: Description _ - W: = x cos 8: = Fr1: 5 NOA F P2: x 1: = x W. Mean Roof Height _ - W: J = x cos 0: = Fr2: 5 NOA F P3: x 1: Product Approval ) = x w: Mg _ - W: Mf = x cos 8: = Fr3: 5 NOA F Where to Obtain Information to complete file calculations Where t Description Symbol Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis pr ep%V* aNsealf6y a professional engineer based on ASCE 7. Mean Roof Height H J Roof Slope 8 ,! Aerodynamic Multiplier Product Approval ) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) lerIgth idee Dimensions Product Approval (NOA) Tile Rwf System (..11 All �Iq MIAM Miami -Dade County Building Department Electronic Application =12 / Section D Sloped System Description "Delivering Excellence Every Day" Tile Roof System Roof System Manufacturer: I ZION TILE CORP Notice of Acceptance Number (NOA): 07- 1219.11 n� (-'T'o 0 /, Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): 4J 0 CJ C , P 1: -45.1 P 2: -78.6 p 3• -116.2 Maximum Design Wind Pressures, (From the NOA Specific system): 73.28 psf 115, 0 10 Fill in the specific roof assembly components. Ka component is not required, insert not applicable (n /a) in the text box. Roof Slope: "/12" Roof Mean Height: 16 ft, Method of Tile Attachment: JS — Adhesive, Medium Paddy Polyfoam Polypro- Alternate Method of Tile Attachment per NOA: 1 N/A 1 Drip Edge Size & Gauge: 73" face 24 ga -_ _ I Drip Edge Material Type: — Galvinized Metal- - Drip Edge Fastener Type: Ll 1/4 Ring Shank 4" on center Hook Strip /Cleat gauge or weight: --n /a- Deck Type: --5/8" Plywood- - Optional Insulation: N/A Optional Nailable Substrate: N/A Optional Nailable Substrate Attachment: N/A Basesheet Type: ASTM D226 FELT #30 Fastener Type for Basesheet Attachment: 1 1/4 RS 15/8 TC 6" on laps 12 "in field Tile Underlayment (Cap Sheet) Type: ASTM # 90 Tile Underlayment Attachment Method: Type IV ASTM Asphalt Tile Profile: BARREL CERTIFICATE OF LIABILITY INSURANCE DATE �.�'°� ` 02(MM/2012Y) 02/06/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such andorsement(s). PRODUCER A&A Underwriters, Inc. NAME: Pablo M. Conde PHONE 305 - 220 -7447 a Ne ; 305 - 220 -4821 8796 SW 8 St Miami, FI 33174 nonri�33: pmc @aaunderwriters.com INSURER(S) AFFORDING COVERAGE NAIC# INSURER A: Endurance American Specialty Ins. Co. 07/22/201107/22 /2012 INSURED Al Property Service Group Inc P.O. Box 667687 INSURERB: Mapfre Insurance Co. PREMISES (Ea occurrence) INSURERC: Bridgefield Employers Insurance Co. MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 INSURER D: INSURER E: $ 2,000,000 Miami FL 33166 INSURER F: $ 1,000,000 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR 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 POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR I TYPE OF INSURANCE ADDL SUBR POUCYNUMBER POLICY EFF M D POLICY EXP M/DD LIMITS A GENERAL LIABILITY XX COMMERCIAL GENERAL LIABILITY CLAIMS -MADE ❑ OCCUR CBC10000243000 07/22/201107/22 /2012 EACH OCCURRENCE $ 1,000,000 PREMISES (Ea occurrence) $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: POLICY PRO- jFcT F-1 LOC PRODUCTS - COMP /OP AGG $ 1,000,000 $ B AUTOMOBILE LIABILITY ANY AUTO AUTOS SCHEDULED AUTOS AUTOS NON-OWNED HIRED AUTOS 4150110004683 08/17/201108/17 /2012 COMBINED dSINGLE IJMrr BODILY INJURY (Per person) $ 300,000 BODILY INJURY (Per acciderd) $ 300,000 Per accident) aen DAMAGE $ UMBRELLA LIAB EXCESS LIAR HCLAIMS-MADE OCCUR EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANYPROPRIETOR/PARTNER/DCECU7IVE OFFICERIMEMBER IXCLUDED9 ❑ (Mandatory In NH) Hyes describe under DESCRIPTION OF OPERATIONS below NIA 7000279 -000 07/01/201107/01/2012 WC STATU- OTH- E.L EACH ACCIDENT $ 1,000,000 E.LDISEASE - EAEMPLO $ 1,000,000 E.L. DISEASE - POLICY LIMIT I $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) ,� City Of Miami Shores 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE U 1888 -2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD PDF created with pdfFactory Pro trial version www.odffacto[y.com Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING IRECEIVED AN 1 201 Permit No. Master Permit No I� OWNER: Name (Fee Simple Titleholder): 3,01-w Phone #: 30S ° rl !Q ° 179SV Address: 8044 "67 qq s7— City: MOM) sAaR5 State: Zip: X31 '39 Tenant/Ussee Name: JOB ADDRESS: &nq Na 9 57 City: Miami Shores County: Miami Dade Zip: 331.38 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR,: Company Name: 9 Address: Z / (? /1 p 1. 1 City: 4)11 t Qualifier Name: YOSVA State Certification or Registration #: Contact Phone#: 71Z 1114, DESIGNER: Architect/Engineer: Phone#: Type of Work: ❑Ads uare/Linear Footage of Work: 0/1 eQ ❑Repair/Replace ❑Demolition Submittal Fee $ Permit Fee $ J CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ a1 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 i sued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature UVI Signature Owner or Agent Contractor �7 The fo ing instrument was ac w ged befo th' ( The foregoing instrument was acknowledged before me`` this !v day of�, 20 , by day of ' 20 , by r� rl AUV Vn, 4 - -- ho is pprsonafly know to me or who has produced who is personally known to me or who has produced • s identification and who did take an oath. as identification and who did take an oath. NOTA15�Y,PUBLIC: . Sign: i Y p.t.05 Print: -.- btic - state of P °2015 My Co ssion Expires: ?� °� • . = MY Comma ton # EE 12881 p58n ;toe9h National t5utat�- ..°o %ended APPROVED BY `' CAa) —L Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09) NOTARY PUBLIC: • Sign: Print: My 4 Notary Public State of Florida Sabrina Hemandez My Commieelon EE007535 Expire® 09/13/2014 Zoning Clerk 01/23/2012 16:51 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES TRANSMISSION OK T% /R% NO RECIPIENT ADDRESS DESTINATION ID ST. TIME TIME USE PAGES SENT RESULT , 1q5 1) 2- - t-n Permit No: 12-81 Job Name: January 20, 2012 T% REPORT *s* 2178 93054713702 01/23 16:50 00,19 1 OK im 001 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet Page 1 of 1 1) The package submitted is incomplete and has several approvals attached. Provide a complete package with only the required approvals and forms. 2) The roof square footage must be corrected to match the actual square footage. 3) The slope is incorrect. 4) Section A states that tiles will be blended. The tiles being installed must match the existing roof and be color thru. Provide sample of eisting and new to be used for approval. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 r'3 I - mo? +1?5 ]i2 Permit No: 12-81 Job Name: January 20, 2012 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) The package submitted is incomplete and has several approvals attached. Provide a complete package with only the required approvals and forms. 2) The roof square footage must be corrected to match the actual square footage. 3) The slope is incorrect. 4) Section A states that tiles will be blended. The tiles being installed must match the existing roof and be color thru. Provide sample of wisting and new to be used for approval. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #:_ / DATE: I, Contractor • Owner • Architect A Picked up 2 sets of plans and Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. /I Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: l�J� %Qi� PERMIT CLERK INITIAL: �� � I � a 4 �)anrti -Dade County Building Deparbumd Electronic Application High Velocity Hurricarm Zone Rang Permit ApplicalliOn Form ❑ Low Slaps ❑ Mechanically Fastened Tile ❑ ksphoc Shingles ❑ Metal Panel/Shingles ❑ Sprayed Polyurethane Foam ❑ JAN 1 8 2L 12 Roof Type ■ Now Roof 13 Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are two Gas vent stacks located on the roof? ❑ Yes ® No if yea, mgt type? ❑ Natural ❑ LPGX Roof System Information Lams stogy nod area (tt Id /A Steep Slopes (R.') Total (it-) Section B (Roof Plan) Roof Plan: Irate all levels and sue, roof drains, scuppers, overflow scuppers ow overf ow drains. Inccsfe ans of scions and levels, dearly idonti[y dmenslons of ellevated pressure zones WW location of parapets. bar Wkith (al. Corner Was (a' x al. SEE ATTACHED PLANS PG 2 TII)P � hl ),)I gp 9)P4 �PCI Miami Shores Village APPROVED_ BY DATE BLDG DEPT I I O` —%� SUBJECT fO CCNIPUANCE WTFH ALL FEDERAL STATE AND CrUUN,. f HULES AND REGULATIONS --- ,=aiwAMtlY seam. "Maamomwr�a �e�4esasoM w�sa.�Wh+o.�awwms mw..wes oo+wa m w mrn AODIiIIXtl TO tw : ! da e DQ F JOHN L FORBES & UWAN CLAVERIA RESIDENCE e In a n Son rE 99 MRM P b was sus, naWA anae -m Vl k� pyA (j1 9 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 , Re: Owner's Name: Property Address: I CAq St. Roofing Permit Number. Date: Dear Building Official: I ( )N V4 lrbt�ql certify that I am not required to retrofit the roof to wall connections of my bull 'ng because: he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad 7 he em taxation. 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) Signature State of Florida County of Dade Print Name The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this ii rA day of o�vsr nyeG Notary Public State of Florida Notary Public, Sate of Florida at Large _ Sabrina Hernandez Amission EE007636 09113/2014 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more e 5006 WhoTcTriZuBtaRtIll FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mifi'gation. Revised on NU2009 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 contractor. The owner's initial in the designated space indicates that the item has been explained. 1. 9 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 a reement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed 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 units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing 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 architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the apps r nce. 5. Ponding water. The current roof system and/or deck of the building may not drain well and may cause 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 overloaded 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 T:Ventilation: wh the requirements of Sections R4402, R4403 and R4413. 7. Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting �+hich can result in extending the service life of the Wei v'k, --old 12, Owner /Agent's Signature Date Contract ignature Date Revised on 7/9/2009 LD Tile Rcmf System SOL tip fX74 I ' MIAMF Miami -Dade County Building Department Electronic Application 9 in Section D Sloped System Description Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: ZION TILE CORP Notice of Acceptance Number (NOA): 07- 1219.11 Cog 'j T'0 / 0 J c ,. ��n Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): 4� i / 1 S r P 1 • -45.1 p 2• -78.6 p 3• -116.2 Maximum Design Wind Pressures, (From the NOA Specific system): 73.28 psf /) � ' L3 10 Fill in the specific roof assembly components. Ka component is not required, insert not applicable (n /a) in the text box. Roof Slope: _ "/12" Roof Mean Height: 16 ft. Method of Tile Attachment: – Adhesive, Medium Paddy Polyfoam Polypro- Alternate Method of Tile Attachment per NON. N/A Drip Edge Size & Gauge: –3" face 2_ ga. Drip Edge Material Type: – Galvinized Metal- Drip Edge Fastener Type: 11 1/4 Ring Shank 4— o e ter Hook Strip /Cleat gauge or weight: –n /a- Deck Type: --5/8" Plywood – Optional Insulation: N/A Optional Nailable Substrate: N/A Optional Nailable Substrate Attachment: N/A Basesheet Type: ASTM D226 FELT #30 Fastener Type for Basesheet Attachment: 1 1A RS 15/8 TC 6" on laps 12 "in field Tile Undedayment (Cap Sheet) Type: ASTM # 90 Tile Underlayment Attachment Method: Type IV ASTM Asphalt Tile Profile: BARREL Swaim E 2 MIAMFQADE Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form "Delivering Excellence Every Day" Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127' For Moment based file systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr alues, for each area of the roof, then the tile attachment method is acceptable. LLTo lo P 1: 45.1 X X 023 = 14.12 - Mg; 6.32 = Mr1: 6.09 5 173.28 1 NOA Mf P 2: 78.6 X A 0.23 = 24.60 - Mg: 6.32 = Mr2: 16.57 5 73.28 NOA Mf NO A P 3: 116.2 X J1 0.23 = 36.37 - Mg: 6.32 = Mr3: 28.34 s 73.28 NOA Mf Method 3 "Uplift Based Tile Calculations Per " � ®� p r RAS 12T For Uplift based the systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the the attachment method is acceptable. P1:® xl: ®= ®xry : ®= ® -W : ® =® X Cos 0:0= Frl: ®5 ® NOA F P2: x1: A = xw: = ® -W; ®= Restoring Moment due to Gravity x Cos 9: ®= Fr2: ®5 ® NOA F P3 : X1 :�= Product Approval (NOA) Required Moment Resistance XW : ®= ® -W : ® =� x Cos 0: ®= Fr3:�5 Average Tile Weight W ® NOA F' Where to Obtain Information to complete the calculations Description Symbol When: to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope A Job Site Aerodynamic Multiplier A Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions I = length w = width Product Approval (NOA) MIAMI -DADS BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Zion Tile Corporation 13450 SW 12611 Street Miami, Florida 33186 MIANII -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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: Alhambra Handmade Clay 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. 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 consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. �IM`i/ APPROVEp� NOA No.: 07- 1219.11 Expiration Date: 07/19/12 Approval Date: 04 /03/08 Page 1 of 4 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roofing Tiles Material: Clay I. SCOPE This roofing system using `Two Piece Barrel Alhambra ", as manufactured by Artesania y Tejas Salvadorenas in San Salvador and distributed by Zion Tile Corporation described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system, 2. PRODUCT DESCRIPTION Manufactuured by Test Product Applicant Dimensions Specifications Descrilption "Alhambra Tile" 1 =18" ASTM C 1167 MO. profile, two-piece, clay roof tile. w = 8 W to 7 Y2" For direct deck adhesive set taper applications only. lh" thick Trim Pieces 1= varies ASTM C 1167 Accessory trim, concrete roof pieces for w = varies use at hips, rakes, ridges and valley varying thickness terminations. Manufactured for each tile profile. 2.1. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Reyort Date 1BA Consultants, Inc. 2354 -178 TAS 101 02/17/07 IBA Consultants, Inc. 2354 -210 ASTM C 1167 10/16/07 _ NOA No.: 07- 1219.11 rawnFnaoP co rn Expiration Date: 07/19/12 Approval Date: 04!03/08 Page 2 of 4 3. MUTATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set the applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix W. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the 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 4.1.1 "Alhambra Tile" and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations Table 3: Restoring Moments due to Gravity - M. r60-:-12—" 7ru: (ft-lb life 2 °:12° 3 ° :12° 40:12" 5 °:12" 12° Pr ofile Alhambra Tile Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Svstgms Tile Tile Application Minimum Attachment Profile I - I -o Lxu l vl rui jal r uui n 1 ufJ 1 MlyrOam F'Olypro AH 160Tm 1 73.2$ 1 Paddy placement of 31.8grams of Polypro AH 160Tm for pan tile, 15.9grams on each side for cap HIM_ Table S: Attachment Resistance Expressed as a Moment - Mt (ft -I" for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Two Piece Barrel Alhambra Tile Mortar Set 38.80 NOA No.: 07. 1219.11 E Expiration Date: 07/19/12 —JA P '' ' Approval Date: 04/03/08 Page 3 of 4 Table 1: Average Weight I and Dimensions I x w Tile Profile Two Piece Barrel Alhambra Tile t Wei ht W Ib 6.6 Len -1 feet 1.50 Width - w feet 0.67 avg. Table 3: Restoring Moments due to Gravity - M. r60-:-12—" 7ru: (ft-lb life 2 °:12° 3 ° :12° 40:12" 5 °:12" 12° Pr ofile Alhambra Tile Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Svstgms Tile Tile Application Minimum Attachment Profile I - I -o Lxu l vl rui jal r uui n 1 ufJ 1 MlyrOam F'Olypro AH 160Tm 1 73.2$ 1 Paddy placement of 31.8grams of Polypro AH 160Tm for pan tile, 15.9grams on each side for cap HIM_ Table S: Attachment Resistance Expressed as a Moment - Mt (ft -I" for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Two Piece Barrel Alhambra Tile Mortar Set 38.80 NOA No.: 07. 1219.11 E Expiration Date: 07/19/12 —JA P '' ' Approval Date: 04/03/08 Page 3 of 4 S. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". ALHAMBRA ZION TILE CORP. (305)252 -9077 MADE IN SALVADOR C.A. IDENTIFICATION MARK FOR 41ALHAMBRA" TILE (SAN SALVADOR PLANT) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building pennit shall be accompanied by copies of the following. 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. PROFILE DRAWING cc�LHAMBRA TILE" END OF THIS ACCEPTANCE NOA No.: 07- 1219.11 TETEeC Expiration Date: 07/19/12 `O Approval Date: 04/03 /08 Page 4 of 4 MIA M ADE BUILDING CODE COMPLIANCE OFFICE (RCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE Zion Tile Corporation 13450 SW 120 Street Miami, Florida 33186 MIAMI -DADS COUir W, FLORIDA METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2948 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: Alhambra Handmade Ciay Tile LABELING: Each unit shall bear a permanent label with the manufact uees 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 theme 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 MA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA# 07 -0346.15 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigers. NOA No.: 08-0310.01 Expiration Date: 07/19/12 Approval Date: 0ts!05108 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roofing Tiles Material: Clay 1. SCOPE This roofing system using "Two Piece Barrel Alhambra ", as manufactured by Zion Tile Corporation described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION � -� iii Y +_ a "Alhambra Tile° Test Dimensions 922motionm 1 =18" w= 8%"to7W taper '/" thick Product Descrilmon ASTM C 1167 High profile, two- piece, clay roof tile. For direct deck adhesive set applications only. Trim Pieces 1= varies ASTM C 1167 Accessory trim, concrete roof pieces for w = varies use at hips, rakes, ridges and valley varying thickness terminations. Manufactured for each tile profile. 2.1. EVIDENCE SUBMITTED: Test Aneacv Test Identifier Test Name/Report Date IBA Consultants, Inc. 2354 -178 TAS 101 02/17/07 IBA Consultants, Inc. 2354 -169 ASTM C 1167 08/15/06 IBA Consultants, Inc. 2354 -236 ASTM C 1167 05/07/08 NOA No.: 08. 0310.01 Expiration Date: 07 /19/12 Approval Date: 06/05/08 Page 2 of 5 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift tog shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30190 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 4.1.1 "Alhambra Tile" and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations Table 1: Avers Weight and Dimensions I x w Tile Profile Wei ht -W i Le - I feet Width - w feet Two Piece Barrel Alhambra Tile 6.90 1.60 0.67 avg. Table 2: Aerod namle Multipliers -X ft Tile Profile ) Direct Deck App Iicatlon Two Piece Barrel Alhambra Tile 0.23 Table 3: ng Moments due to t3ravi - M ft-Ib Tile Profile 2 ":12" 3 ":12" 4":12" Ix" :12" 6 ":12" 7 ":12" Two Piece Barrel Alhambra Tile ' Direct Deck Direct Deck Direct Deck Direr Deck Direct Deck Direct Deck 6.43 6.32 6.16 5.95 5.67 5.33 Table 7: Attachment Resistance Expressed as a Moment - Mr (ft -lbf) for Sing Patty Adhesive Set System Tile Tile Application Minimum Atischment Profile Application Resistance Two Piece Barrel Alhambra Tile Polyfoam Polypro AH 160Tm 7328 1 Paddy placement of 31.8grams of Polypro AH 160TO for pan tile,15.9grams on each side for cap tom. Table 8: Attachment Resistance Expressed as a Moment - Mf (ff Ibf) for Mortar Set S tams Tile Tile Attachment Profile Application Resistance 1 Two Piece Barrel Alhambra Tile star Set 36.80 NOA No.: 08- 0310.01 Expiration Date: 07119/12 Approval Date: 06105/08 Page 3 of 5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". ALHAMBRA ZION TILE CORP. (30552 -9077 MADE IN GUATEMALA C.A. m ALHAMBRA ZION TILE CORP. (305 )252 -9077 MADE IN GUATEMALA IDENTIFICATION MARK FOR KALHAMBRO TILE (GUATEMALA PLANT) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system, NOA No.: 48- 0310.91 Expiration Date: 07/19/12 Approval Date: 0610SM Page 4 of 5 PROFILE DRAWING "ALHAMBRA TILE" END OF THIS ACCEPTANCE 'PPROVLC . NOA No.: 08- 0310.01 Expiration Date: 07/19/12 Approval Date: 06105/08 Page 5 of 5 MIAMM ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE Zion Tile Corporation 13450 SW 12601 Street Miami, Florida 33186 MIANH -DADE COUNTY, FLORIDA METRO -DADS MAGLER BURRING 140 WEST FIAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 tBORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). 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 the accepted manner, the manufacturer will incur the expense of such testier and the AIiT may to perform in revoke, modify, pr g y imunediately fy 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: Alhambra Handmade Clay Tile LABELING: Each unit shall bear a permanent label with the manufacturer`s name or logo, city, following statement. "Miami Dade County Product Control Approved ", unless otherwise noted herein and 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 consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07. 0815.03 Expiration Date: 10/2s/12 Approval Date : 10/25/07 Page 1 of 4 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roofing Tiles Material: Clay 1. SCOPE P his roofing system using "Two Piece Barrel Alhambra ", as manufactured by IME GNSA in La az Centro, Nicaragua and distributed by Zion Tile Corporation described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system 2. PRODUCT DESCRIPTION Manufactured by Test Product Apo—licant Dimensions Specifications Description "Alhambra Tile" 1= 17.5" ASTM C 1167 l%gh profile, two-piece, clay roof tile. w = 8 W to 7 V2" For direct deck adhesive set taper applications only. .9" thick Trim Pieces l = varies ASTM C 1167 Accessory trim, concrete roof pieces for W = varies use at hips, rakes, ridges and valley varying thickness terminations. Manufactured for each tile profile. 2.1. EVIDENCE SUBMITTED: TestTest Aeency Test Identifier Test Name/Report Date IBA Consultants, Inc. 2354 -199 TAS 101 08/09/07 IBA Consultants, Inc. 2354 -198 ASTM C 1167 06/27J07 C) NOA No.: 07. 0815.03 Expiration Date: 10/25/12 Approval Date : 10/25/07 Page 2 of 4 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami Dade County Certified Laboratory to Perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofmg 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 4.1.1 Ro "Alhambra Tile" and its components shall be installed in strict compliance with ofing Application Standard RAS 120. 4.2 Data For Attachment Calculations Table 1: Avery a Wei ht and Dimenslons I x w Tile Profile Wei ht -W lb Len -1 feet Width - yr feet Two Piece Barrel 7.5 1.46 Alhambra Tile 0.67 avg. Table 2: Aar amic Multipliers -)L Tile Profile Direct Deck Ilcation T Two Piece Barrel Alhambra lie A 0.21 Table 3: Restorin Moments due to Grav - M ft -Ib Tile 2 ":12" 3 ":12" 4 ":12" 5 ":12° Profile 6 ":12" 7 ":12" Two Piece Barrel Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Alhambra Tile 5.27 5.18 5.05 4.88 4.65 4.36 Table 7: Attachnnmt Resistance Expressed as a Moment - Mf (ft -1 for Sin Is Patty Adhesive Set stems Tile Tile A Iicatlon Profile pp Minimum Attachment Two Piece Barrel Alhambra Tile Polytoam Po ro AH 1607"" Resistanae 1 Paddy placement of 34.5grams of Polypro AH 160TM for pan tile,17.25grams on each sidlefor cap files. Table 8: Attachment Resistance Expressed as a Moment. Mf (ft ibf) Tile or Mortar Set tems e Profile Tile Attachment fwo Piece Barrel Alhambra Tile ilcation Resistance Mortar Set �e a NOA No.: 07- 0815.03 Y Expiration Date: 10/25112 APProval Date: W25/07 Page 3 of 4 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or, logo, or following statement: "Miami -Dade County Product, Control Approved ". ZION TILE CORP. MADE IN NICARAGUA IDENTIFICATION MARE FOR 66ALH mugo TILE (NICARAGUA PLANT) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6. 1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. PROFILE DRAWING "ALHAMBRA TILE" END OF THIS ACCEPTANCE ©� NOA No.: 07.0815,03 Expiration Date: W25/12 Approval Date: i0/25w Page 4 of 4 r r r MIAMI -DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) I 1 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Mismi, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) aeww mismidmlegovfbnildinn/ 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 and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)- This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revolter, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: PoIyproe AAR160 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. TERN+IINATION 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 renews NOA# 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11 -0124.04 Expiration Date: 0&10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING 0011+ onNT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials.. 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: r d i Dimensions TM P_ roduct Description Specific a ons PolyproO AH160 N/A TAS 101 Two component polyurethane foam adhesive Foampro® RTF1000 N/A Dispensing Equipment ProPack@) 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the un of Polypro AH160 roof file adhesive. PHYSICAL PROPERTIES: Ermsm Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.6 lbsJft.9 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 LbsJFe 3.1 Perm / Inch +0.0r /o Volume Change @ -40° F., 2 weeks +6.0% Volume Change a?15rF.,100% Humidity, 2 weeks 86010 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: 9637 -92 ASTM E 108 04/30/93 Test Agency Teat Identif%r Test Nom= Date Center for Applied Engineering 094 -060 TAS 101 04/Q8/94 Trinity Engineering 257818 -IPA TAS 101 12116196 Celotex Corp. Testing Services 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 LIMTATIONS: 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 PolyproO AH160 roof tile adhesive with their file assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDII- STICK roof the adhesive with their file assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. rF _W MS NOA No.: 11-0124.04 a c Expiration Date: 05110/12 Approval Date: 04/14/11 Page 3 of 7 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. Polypro4D AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof file assembly's adhesive attachment with the use of PolyproO 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 the assembly NOA 3. PolyproO AH 160 roof the adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. PolyproO 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 FoamproV dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per file as determined at calibration. No other settings shall be approved. 6. PolyproO AH160 shall be applied with Foampro RTF1000 or ProPack(} 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. & Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro(l> AH160 has been dispensed. 9. PolyproO AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic file profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. ms Two Paddy Weight per paddy Min. flk4 Low, Mgh Profiles #1 35 NIA High Profile (2 Piece Barrel #1 I I 17 /side on cap and 34/imm N/A Flat, Low, Fligh Profiles #2 24 NIA Flat, Low igh Profiles #3 g LABELING: All PoiyproID AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 11-012A.04 Expiration Date: 05/10/12 Approval Date: 04114/11 Page 4 of 7 AD=sivF. PLACEMENT DETAIL 1 SINGLE PATTY' NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04114111 Page 5 of 7 pi, TP, 1. NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04114111 Page 5 of 7 ADHLwz PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14111 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DouBLE PATTY t�tircoueh ccenre� per, pnn tile) (under tile) shIg►e Paddy 3him undmrtus, SM pmtmi 2 in. d tn. r T thmuo PWft mom Sl paddy between tib► 2 hW h meam sae paddtr � _ cawee END OF THUS ACCEPTANCE NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7