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RF-15-3151�u) �. 0 �14 if - 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 ' FEB 12201 IBS': FBC 20 to Permit No. Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: _ 130 NW 97th Street City: Miami Shores County: Miami Dade Zip: _330 331 a Folio/Parcel#:111-3101-025-0060 Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): Ly Collins Phone#: (305) 896-7493 Address: 929 NE 120th Street City: Biscayne Park state: Florida zip: 33161-6449 Tenantd,essee Name: N/A Phone#: Email: lynguyencollins&aol.com CONTRACTOR: Company Name: Morton Roofing, Inc_ Phone#: 954-783-5883 Address: 500 NW 12th Avenue City: pompano Beach State: Florida Zip: 33069 Qualifier Name: John B. Morton III Phone#: 954-296-1185 State Certification or Registration #: CCC011043 Certificate of Competency #: Contact Phone#: 954-783-5883 (Jill) Email Address: -mil�mortonroofinaxom DESIGNER: Architect/Engineer: NIA Phone#: Value of Work for this Permit: $18,000.00 Square/Linear Footage of Work __ Type of Work: ❑Addition DAlteration ❑New 1$ IRepair/Replace ODemolition Description of Work: i e Re -roof Color thru tile: Boral - Barcelona 900 - Barbados Blend Submittal Fee $ LAD Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ CO Notary $ Training(Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ -:11:T9. 80 Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Mortgage Lender's Name (if applicable) N/A 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. ly Signature Signa Owner or Agent Contractor The foregoing instrument was acknowledged before me this 9th The foregoing instrument was acknowledged before me this-9ft day of February , 20 95-, by JLy Collins day of Fahruary .20 15-, by John B. Morton III , who is personally known to me or who has produced_FL DL who is personally known to me or who has produced As identification and who did take an oath. N/A as NOTARY PUBLIC: Sign: /u Print: J011 S. Tull My Commission Expires: 1-1-2019 APPROVED BY NOTARY PUBLIC: NO FWia - Siate of FI CO WNIon # FF 1NW. my Caron. EXPIM Jan 1.2W io1ded*9* National Notary AM WPlans 1 Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Expires: 1-1-2019 JILL S. nruv No" Oda - sm Of Fla # FF ISM my Carver. boom Jan 1, 2019. Zoning Clerk 2/12/2015 9:21 AM FROM: 7276667635 TO: 3057568972 P. CERTIFICATE OF LIABILITY INSURANCE r 2/Date 12/2DIS Producer: Plymouth Insurance Agency 2739 U.S. Highway 19 N. This Certificate is issued as a matter of information only and confers no rights upon the Certificate Holder. This Certificate does not amend, extend Holiday, FL 34691 or alter the coverage afforded by the policies below. Insurers Affording Coverage NAIC # (727) 938-5562 Insured: South East Personnel Leasing, Inc. 8t Subsidiaries Insurer A: Lion Insurance Company 11075 Insurer B: 2739 U.S. Highway 19 N. Insurer C: Holiday, FL 34691 Insurer D: Insurer E: Coverages he 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. Aggregate limits shown may have been reduced by paid claims. INSR LTR ADDL INSRD Type of Insurance Policy Number Policy Effective Date Policy Expiration Date Limits (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Commercial General Liability Made Occur Each occurrence Damage to reread premises ITAClaims occurrence) Mad Exp S General aggregate limit applies per: Personal Adv Injury General Aggregate Policy ❑ Project ❑ LOC Products - Comp/Op Agg AUTOMOBILE LIABILITY Combined Single Limit Any Auto (EA Accident) AN Owned Autos Bodily Injury Scheduled Autos (Per Person) Bodily Injury Hired Autos Non -Owned Autos (Per Accident) Property Damage (Per Accident) EXCESS/UMBRELLA LIABILITY Each occurrence Occur 1:1Claims Made Aggregate Deductible A Workers Compensation and Employers' Liability WC 71949 01/01/2015 01/01/2016 X I we State- torr limits OTH- ER E.L. Each Accident $1,000,000 Any proprietor/partner/executive officer/member excluded? NO E.L. Disease - Ea Employee $1,000,000 IfYes, describe under special provisions below. E.L. Disease - Pollcy Limits $1,0.000 Other Llon Insurance Company IS A.M. Best Com an rated A- (Excellent). AMB # 12616 Descriptions of Operations/Locations/Vehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 80-65-712 Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following "Client Company": Morton Roofing, Inc. Coverage only applies to injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s), while working In: FL Coverage does not apply to statutory employee(s) or independent contractor(s) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937-2138 or by calling (727) 938-5562. Project Name: JOHN B. MORTON, III LICENSE NO. CCC011043 ROOFING CONTRACTOR. FAX: 305-756-8972 / ISSUE 02-12-15 (TD) CERTIFICATE HOLDER CANCELLATION BeaIn Date 11114/2011.2 VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT 10050 NE 114TH STREET Should any of the above described policies 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 liability of any kind upon the insurer, its agents or representatives. MIAMI SHORES, FL 33138 Now Roofs • Reroofs • Repairs License # CCC 011043 Residential • Commercial The Oldest State Certified Roofing License in FL— Owner Information Job Informaplan Attn: Ly Collins Thursday, February 05, 2015 Collins Residence Collins Rental 929 N.E.120th Strut 130 NW 97th Street Biscayne Park FL 33161 *--4 p [-V Biscayne Park FL 33138 (305) 896-7493 Page 1 of 3 RE -ROOFING THE SLOPE PORTION OF ROOF TO A HIGHLY UPGRADED TILE ROOFING SYSTEM (50 YEAR GUARANTEE). CONSUMER PROTECTION: 1. CUSTOMER SHALL BE SUPPLIED WITH COPIES OF OUR INSURANCE COVERAGE AND RELEASE OF LIEN FOR ALL PAYMENTS. 2. Prior to commencement of work, Morton Roofing will furnish all necessary permits for new roof installation. 3. Morton Roofing will use due care but can not be responsible for damage to gutters or awnings. DECK PREPARATION: 1. Remove the roof, in stages, down to the original wood sheathing. 2. Re -nail all sheathing and replace up to 306 Iineallsquare feet of wood sheathi , if rotted, at no extra charge. The existing sheathing must be re -nailed to conform to the South Florida Building Code. 3. No more roof area will be removed, in one day, than can be kept watertight. 4. A watertight tie-in will be laid at the finish of each day. NEW SUB ROOF INSTALLATION: 1. To solid sheathing, tin -tag (NAIL, no staples) one (1) layer of UL rated #30 felt (NOTE: UL #30 felt has a stronger supporting mat than regular #30 felt or #43 base sheet.) 2. An extra layer of felt shall be placed in valleys and waterways. The extra ply shall be at least 36 inches wide and shall extend at least 6 inches up the inclines out of the valleys. This ply shall be installed prior to the application of the roofing plies. 3. Fasteners shall be placed in required quantity and pattern to comply with new building code requirements. 4. With hot asphalt, solidly adhere, One (1) full 3 -foot wide layer of expandable MODIFIED FELT at all eaves, where the first row of file must be nailed. 5. With hot asphalt, solidly adhere, one (1) layer of 90# mineral surface cap sheet (back nailed per code), to the entire UL rated #30 felt METAL: During the roofing process, the following Metal Flashings shall be Installed - - - A. 3 X 3 inch galvanized eaves drip flashings. Color. White - Brown - Silver. B. Install new galvanized roof jacks (stove vent). C. Lead Sleeves on the plumbing vents. D. 16 -inch wide galvanized iron valley flashings (Note: An additional layer of MODIFIED FELT shall be applied over the finished valleys, as a bldg. code upgrade, to give greater strength to the valleys.) Continued.... 500 NW 1 e Avenue Pompano Beach, FL 33069 Ph: 954-783-5883 -• Fax: 954-7835629 800 -584 -ROOF (7663) www.mortonroofing.com x - AMMAP Now Roofs • Rervofs • Repairs License # CCC 011043 08VOR/18 Residential •Commercial The Oldest State Certified Roofing License in FL— a rr$dinnn ntanaftshm 1952 Owner Information Job Information Attn: Ly Collins Thursday, February 05, 2015 Collins Residence Collins Rental Page 2 of 3 TILE: 1. After all felts and flashings are installed, the new file shall be set in good bed of POLYFOAM. (And periodic file to be screwed to meet the code requirements). - - -Exposed mortar to be solid color also, to match the file as close as possible. 2. Saw cut all necessary ties in valleys and on gable ends. (Br king and mudding up file is unac eptable.) a_ 3. Tile to be: Color: ,< Manufacturer Style: Standard �-r�i� 14 RE -ROOFING THE ENTIRE FLAT ROOF TO A HIGHLY UPGRADED GAF CLASS "A" ROOFING SYSTEM (10 YEAR GUARANTEE) DECK PREPARATION: 1. Remove the roof, in stages, down to the original wood sheathing. 2. Re -nail all sheathing and replace wood sheathing, if rotted. The existing sheathing must be re -nailed to conform to the South Florida Building Code. 3. No more roof area will be removed, in one day, than can be kept watertight. 4. A watertight tie-in will be laid at the finish of each day. ROOFING MEMBRANE: 1. To solid sheathing, tin -tag (nail)14ayer of FIBERGLASS COMMERCIAL BASE SHEET. 2. Fasteners shall be placed in required quantity and pattem to comply with the new building code requirements. 3. At the intersection of all roof and vertical surfaces to be flashed, cants shall be installed per membrane manufacturer requirements. 4. Install ONE (1) layer of GAF MODIFIED BASE SHEET roofing felt in hot steep type IV asphalt. 5. With hot type IV steep asphalt, solidly adhere 1 -layer of GAF CLASS "A", white mineral granule surface roofing felt to the GAF MODIFIED BASE SHEET. 6. Loose granules shall be embedded into overrun of hot asphalt at the side and end laps. 7. All felts to be turned up walls and curbs a minimum of 4 inches. METAL: 1. Install new lead sleeves according to manufacturer's recommendations. 2. Install new galvanized 3x3 inch eave drip at all eaves. Color: White - Brown - Silver 3. Install new galvanized valley metal in transition area from flat to slope. 500 NW 12th Avenue Pompano Beach, FL 33069 Ph: 954-783-5883 — Fax: 954-783-5529 800-584-R001F (7663) www.mortonroofing.com Continued... Now Roofs • Reroofs • Repalrs License # CCC 011043 Residendal • Commercial The Oldest State Certified Roofing License in Fir A liaditianet�ual�Slm�e f982 Ownerin ormahon Jobinformahon Atlat: Ly Collins 2/5/2015 3:55:00 PM Collins Residence Collins Rental GUARANTEE: Page 3 of 3 1. Morton Roofing guarantees these highly upgraded roofing systems for a full TEN (10) years against leaks due to workmanship and/or materials. 2. Owner shall receive a 50 Year material Guarantee on the Tile from Manufacturer. 3. Owner shall receive a 10 Year Material Guarantee on the Flat Roof from the Manufacturer. CLEAN UP: 1. Morton Roofing will clean up the grounds and premises after each day's work. INVESTMENT: 1. Investment for new roofing systems is: $18,000.00 TERMS: Due upon signing of contract: $6,000.00 Due upon half completion: $6,000.00 Balance due upon completion and delivery of releases and warrantees: $6,000.00 PLEASEOwner to NOTE. l Morton roofing will patch and paint the ceilings in the dining room -and backporch aspart of this contract) • necessary a/c and electrical work. If the owner wishes Morton Roofing to hire the a/c contractor add 10% to the price of the a/c work to cover the insurance costs. • Due to the recent and ever changing building code requirements the owner agrees to pay for all necessary testing fees, such as but not limited to, asbestos tests, wind calculations, and fastener withdraw tests. • Morton Roofing will pay the cost of the roofing permit Options/Comments: Plywood is charged @ $4.50 per sq. foot. 1 x Fascia and sheathing boards are charged @ $4.50 per lineal foot All 2x Lumber is charged @ $6.50 per lineal fool r, Company Representa ive: Date: Company A I Y cceptance Date: Ow er. Date: When this job is accepted please sign and give one copy to tier company representative which will be our order to proceed with the work and when approved by our Company President wnstitutes the entire agreement of the parties. This contract maybe with drawn unless signed by the Company President. Sqs Slope. 27 Sqs Flat 5 Salesman Kelly ¢' c 500 NW le Avenue Pompano Beach, FL 33069 • - Ph: 954-783-5883 — Fax: 954-783-5629 800-58"OOF (7663) jw.mortonroofino.corn CFN: 20150086589 BOOK 29495 PAGE 4529 DATE:02/10/2015 10:31:16 AM HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY NOTICE OF COMMENCEMENT A REMDED COPY MW 0E POSTED ON TE jDBSITE aTOM OF PpW UMMON PERMIT NO. TAX FOLIO NO. 1 -3101-025-0Qf30 SLATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real ply, and in accordance with Chapter 713, Florida Statutes, the follower h1brma ion Is provided In this Notice of Commencement Spm above resentd for use of rem of = 1. L99W description of property and street/address; 130 NW aft SftpA,. Miami Sbnrm F)„33. 2. Description of improvement: Re -reef 3.Owner(e) name and address LyCollins- 929 NE 1 0thgtraat, Biwa Park FL 33161-6"9 Interest in property- _Owner Name and address of fee simple UNeholder NIA 4. Contractor's name, address and phone number IlAorton Roolino h": We NW 12th Avenue _Eomt>tano Beach, FL 33089 54-78 5. Surety: (Payment bond required by owner from contractor, If any) Narm address and phone number: ASIA Amount of bond $ --- 6. Lender's name and address:_ NIA 7. Persons within the State of Florida designated by Owner upon whom notices or other moments may be served as provided by Section 713.13(lXa)7., Florida Statutes, Name, address and phone number NIA 8. in addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided In Section 713.13(1)(b), Florida Stautea. Name, address and phone number MIA IL Expiration date of this Notice of Commencement We enftdon dare Is 1 year from ft daft of.e=0 Tenses a dint date to aPteffiedh WARNM 70OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART I, SECTION 713.13. R -ORIDA SDUUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENT'S TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCIN% CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT Signatur�s) of s) or Own 6) Au hori fhcerlDtrectorlPartnalManago Prepared 8yr ynr Prepared By Print Name J.Y t Print Name rdleg)ITIcs Owner Tide/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing Instrument was acknowledged before me this th day of Februnly 71115 Ely _Ly Caina ® Indviduall% or 0 as for ❑ Personally known. or 11 produced the following type of tdenWication Signau a of Notary Public - Print Name: Jillg (SEAL) VERI i1=110N PUR WAH TO SEECTJON OL52 . FLORA a*ATt.�A Under penalties of perjury, I declare that I have mad the foregoing and that the facts stated In it are true. to the best of my knowledge and belief. SOvbff (s) of Owners) or Owna(s)'s Authorized Oftw/D1rec kw1Partner/Manager who signed above uam�S* PAWS " Cm I I #F1111118111111611 Illy ft"L ION Jan 1.2019_ 60 LL,AeAw-r Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit # _RF -2.15-315 DATE: 2-23-15 INSPECTION AFFIDAVIT I John B. Morton III licensed as a (n 11 Engineer/ Architect, (Print name and circle License Type) FS 468 Building Inspector License #: CCC011043 On or about February 23rd & 10AM . I did personally inspect the roof deck nailing and (Date if tine) Secondary water barrier work at _ 130 NW 97th Street. Miami Shores, FL 33150 (Complete .lob 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) Signa 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 23rd day of February, AL S. MY IltaUtry • Uft of flats _. Comm"" f Im" Notary Public, Sate of Florida at Large MY oats• in 1.2019. eoaelretibt&*t aocan►rpt. '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 9 and address # dearly shown marked on the deco for each Inspection Revised on 5121x=9 C'ocLltils PEArlRL Miami shores Village Building Department UC10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit # RF -2-15-315 DATE: 2-23-15 INSPECTION AFFIDAVIT I John B. Morton III licensed as a (n Contractor Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: CCC011043 On or about February 23rd & 10AM , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at 130 NW 97th Street, Miami Shores, FL 33150 (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) 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 properly mentioned. Sworn to and subscribed before me this 23rd day of February,&L S. TWy . C4mftft •FFtliM Notary Public, Sate of Florida at Large �'"'"• �• 2°�sP. *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 Sig re 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 properly mentioned. Sworn to and subscribed before me this 23rd day of February,&L S. TWy . C4mftft •FFtliM Notary Public, Sate of Florida at Large �'"'"• �• 2°�sP. *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 Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Master Permit No. Section A (General Information) Process No. 'F1� Contractor's Name Morton Roofing, Inc Job Address 130 NW 97th Street ROOF CATEGORY FE13 IM NIS Ir Y ° ❑ Low Slope ❑ Mechanically Fastened Tile 19k Mortar/AdhelAv ❑ Asphaltic 0 Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof © Reroofing ❑ Recovering ❑ Repair ❑ Maintenance .... • 41 006.0. ROOF SYSTEM INFORMATION • • . • .00.0. . . . • .. 0000: 0000.. . Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total 1w 0: 00000 .00... • 0 2435 2e48&00 . 0000• ... 0 • • 0000. .. 0000.. SECTION B (Roof Plan) 0 : •. 0000.. Sketch Roof Plan: Illustrate all levels and sections, roof drains, sc�ppe p, ovbrflow % • • 0 scuppers and overflow drains. Include dimensions of sections and levels, cl�rljr • identify dimensions of elevated pressure zones and location of paraypets. 20' Z -29W Flat Roof N.I.C. W01 Amok, M00- "9aF =1111 M N I W 4 PT -T-15 -3, APPROVED � BY ATE 1ZONING DEPT E'_DG DEPT i �,•. AL Al 11) COt lei f 11U1 F5 AND REGULATIONS s Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Boral Product Approval Number: 12-0222.02 Minimum Design Wind Pressures, If Applicable (From AS 127 r Calculations): 131: -39.1 132: -68.1 133: -100.7 Maximum Design Pressure Product Approval Specific System: 38.7 (Moments) Method of Tile Attachment: Polyfoam - NOA =12-0228.18 Steep Sloped System Description Deck Type: Roof Slope: 4 :12 Ridge Ventilation? N/A Wood Underlayment: 30# ASTM Mean Roof Height: 14' lation: N/A ••.� .... ...... Barrier: • • • • • N/A ' ...... . .. ...... Fastener Type & Spacing: 11/4" Galv Rini Shank N kq • • • 6" on laps, 2 rows 12" O.d. ...... .. ..... Adhesive Type: • Asphalt '. ..... Type Cap Sheet:• • • •; 90# ASTM & SB9 at thg t=" Certainteed NOA -12-1204.02 Roof Covering: \ TILE Type & Size Drips Edge: 3"x3" White Galvanized Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P,: -39.1 x 4.313 = ) - Mg: = Mr, Product Approval Mf 38.7 (p2: -68.1 x A .313 = _� - Mg: = Mrz Product Approval Mf 38.7 (p3: -100.7 X), .313 = - Mg: = Mr3 Product Approval Mf 38.7 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below 30.4 Product Approval Mf 38.7 Mf Re uired Moment Resistance* Mean Roof Height -i Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 Attachment Resistance M, 30.4 F 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. 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 Coof, then • • • • • • • the tile attachment method Is acceptable.• • • • • • • 0.000• 0 .• .000.0 Method 3 "Uplift Based Tile Calculations Per RAS 127" 000000 • (P,: x 1: = x w:= ) - W: x cos 0: - = FM Product App'P AI F' :...: • (P2: x 1: = x w:= ) - W: x cos 0: - = Fra Product ApAroaa lF' -s s- • (P3: x 1: = x w:= ) - W: x cos 0: - = Fra Product Ap,grbyor'F' 0 • • • • 0000•• .. • 0000.. 0000• 0000• 0000•. 0000.. 0000.. Where to Obtain Information • Description Symbol Where to find• so . 0 • Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE9 Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic Multiplier x Product Approval Restoring Moment due to Gravity M, Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M, 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. .. • 0000.. 0000• 0000• 0000•. 0000.. 0000.. Owner's Notification Form 07 41AM!-DADE "Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES— REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building 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 and the contractor. The owner's initial in the designated spate indicates that the item has been explained. o ; 1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane `are for the purpose of providing that the roofing system meets the wind resistance and water intrusion 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 re iled in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Build' g Code. (The roof deck is usually concealed prior to removing the existing roof system). W.oe. 3. Common roofs: Common roofs are those which have no visible delineation between neighboring townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be ed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 0 5. Ponding water: The current roof system and/or deck of the building may not drain well end may cruse water to pond (accumulate) in low-lying areas of the roof. Ponding can be an;g4icition of Muetural''::' distress and may require the review of a professional structural engineer. Ponding may shorten thd life ....:. expectancy and performance of the new roofing system. Ponding conditions may nd't be t'vident until the 0A&4 it •••• . . • • roofing system is removed. Ponding conditions should be corrected.• • • • • • .... . ..... 0 6, Overflow scuppers (wall outlets): it is required that rainwater flow off gtrtbA the Sabf.* not::::: • o rloaded from a build up of water. Perimeter/edge walls or other roof extensions OM flock this discharge it overflow scuppers (wall outlets) are not provided. It may be necessary to install ovejflo ;%scupperaU accor e with the requirements of Chapter 15 and 16 herein and the Florida Building Code,'RNAbing, . : "": 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced Exception: Attic spaces, designed by a Florida -licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Ownees/Agent's Signature: °�--'l _- t C - Date: Contractor's Signature: Permit Dumber: Property Address: 0 NW 97th Street _Miami Shores, F1 33138 TGFU.R1306 Roofing Systems Page Bottom Roofing Systems See General Information for Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NI 07470 USA IftK#11 "Ruberoid@ 20" or "Ruberoid@ 20 HT" or "Ruberoid@ Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1h -in. thick (minimum) gypsum board or 1/4 -in. thick (min) G -P Gypsum Corp. "DensDeck @ Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardTM Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, the butt joints in the gypsum board and G -P Gypsum Corp. "DensDeck @ Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardTM Roofboard" are to offset a minimum of 6 - in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "Tri -Ply@ Ply 6" may be adhered to G -P Gypsum Corp. "DensDeck @ Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuard" Roofboard" in hot roofing asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent@ Eliminatorm Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS@ Perlite Insulation" may be utilized as a cover board over "EverGuard" insulation In any of the following systems. Unless otherwise Indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene referenced in any of the following Classfications include "EnergyGuard EPS Insulation". References to glass fiber insulation Include "EnergyGuard Fiberglass Insulation". ASPHALT FELT SYSTEMS iNITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet", or "GAFGLAS@ #80 ULTIMA") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4", or "GAFGLAS@ Ply 6") ip al"Class A, B or C roof systems indicated below. • • • e e • • 000000 The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF StratavEet@ Elimina$Wf Venting Base • ° Sheet (Perforated)" or "GAF Stratavent@ Eliminatoff" Venting Base Sheet (Nailable)." Perforated to be loose WAor•moppad a°nd nailablety°°;. be mechanically attached granule side down. • a 0; ° • ° ° ° As an option Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base S4dW-dr°"GAFGtA.§,V• 80 ULMMA" • or "GAF Stratavent@ Eliminator' Venting Base Sheet (Nailable)" may be substituted for Type G1 asphalt glassAber ply sheet ( 81FGLA.%S • • • Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6") as the nailed base ply in the following systems. °•,�•• •• • •°;°°• Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. ° • ' ° • • • • • • ° ° • Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. • • • • • • • • •••••• "GAFGLAS@ Flashing" or "Ruberoid@" may be used for flashing in any of the Class A, B or C systems listed:elovt • • • • •••• When "perlite" is referenced, this includes "GAFTEMP PERMALITE@" or any other UL Classified perlite insulation • • ••• Crushed stone or slag are suitable alternates for gravel in any of the Class A. B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C- 15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 -in, minimum thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene insulation board between minimum 3/4 -in. thick perlite board and deck with rosin paper (perlite/rosin paper/polystyrene/perlite) is a suitable alternate for polylsocyanurate board in the following Class A, B or C systems. "EnergyGuard RA" or "Tapered EnergyGuard RA" or "EnergyGuard Composite RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS@ #80 Premium Base Sheet" may be used in any of the following systems. "GAFGLAS@ Flex Ply 6" and "Tri -Ply® Ultra -Flexible Ply 6" are suitable alternates to "GAFGLAS@ Ply 6". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 21/2 to 3 - gal/ 100-ft2. "Ruberoid@ Dual Smooth" may be used as an alternate to "Rubemid@ Mop Smooth" or "Ruberoid@ 20" or "Rubemld@ 20 HT" "Ruberoid@ Mop Smooth 1.5" may be used as an alternate to "Ruberoid@ Mop Smooth" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid@ Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid@ Mop" SBS products In any applicable Classification. Class A 1. Deck: C-15/32 Incpne: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or periite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or "GAFGLAS@ Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS@ Ply 6" hot mopped. Surfacing: — Gravel. 2. Deck: C-15/32 Incline: 2 Insulation (Optional): — One or more layers periite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or "GAFGLAS@ Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS@ Ply 6". Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet " or "GAFGLAS@ EnergyCapT T BUR Mineral Surfaced Cap Sheet." 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite/urethane composite, wood fiber/polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type GI "GAFGLAS@ Ply 4", "Tri -Ply® Ply 4" or "GAFGLAS@ Ply 6". Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCapTPO BUR Mineral Surfaced Cap Sheet." 4. Deck: C-15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastene4pyjdhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. • • Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" (maybe %wiled). "" "";• Ply Sheet: — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or GAFGLAS@ Ply 6'!• • •• • • Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet: o*r;QAFGLASA..;. EnergyCapT BUR Mineral Surfaced Cap Sheet." 990;66 a • Surfacing (optional): — "TOPCOAT@ EnergyCoteT " applied at a rate of 2-gal/100-ft2. •••••• 0000 0 • • • 5. Deck: NC Incline: 3 0000 • r•••• • • *0:00: •• • 0000• Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet". . • • •: • • • • • • • • • • Ply Sheet: — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Ply9Cj 9 • • •• • Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral SurfacedCa� Sheet or�GAFGLA :@ r•: • EnergyCapTP° BUR Mineral Surfaced Cap Sheet." .98000 6. Deck: C-15/32 Incline: 2 r • • • • • • :Goes: G•esi Insulation: — One or more layers periite, glass fiber, polyisocyanurate, urethane, periite/polyisocyanurate composite periite/urethane composite, phenolic, 1 in. minimum (offset a minimum of 6 -in. from plywood deck joints). Base Sheet: — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid@ Torch Smooth" or "Ruberoid@ Torch Granule" or "Ruberoid@ Torch Granule Plus" or "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or "Ruberoid@ Mop Granule" or "Ruberoid@ Mop Plus Granule" or "ROOFMatchT SBS Modified Granular" or "Tri -Ply@ SBS Modified Bitumen Membrane" or "ROOFMatchTm APP Modified Granular" or "Tri -Ply@ TP -4G" or "Tri -Ply@ TP -4" or "Ruberoid@ Dual Smooth". Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet"or "GAFGLAS@ EnergyCapT BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. 7. Deck: C-15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or periite/polyisocyanurate composite or periite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two or more plies Type G2 or Type G3. Ply Sheet (Optional): — One or more plies Type G1. Membrane: — One or more plies "Ruberoid@ Torch Smooth" or "Ruberoid@ Torch Granule" or "Ruberoid@ Torch Granule Plus" or "Ruberoid@ Mop Smooth" or "Ruberold@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or "Ruberoid@ Mop Granule" or "Ruberoid@ Mop Plus Granule" or "ROOFMatchT SBS Modified Granular" or "Tri -Ply@ SBS Modified Bitumen Membrane" or "ROOFMatchm APP Modified Granular" or "Tri -Ply@ TP -4G" or "Tri -Ply@ TP -4" or "Ruberoid@ Dual Smooth". Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCapT BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. 8. Deck: NC Incline: 2 Insulation (Optional): — Perlite or glass fiber or polyisocyanurate or wood fiber or mechanically fastened, Base Sheet: — One or more plies Type G2, "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet". Ply Sheet: — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6". Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet" EnergyCapT BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. Surfacing: — "Fireshield MB" applied at 21h to 3.0-gal./100-ft2. 9. Deck: C-15/32 Incline: 1 any thickness. or GAFGLAS@ Insulation (Optional). — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or periite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet. — Three or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6". Cap Sheet: — "GASFGLAS@ EnergyCapT BUR Mineral Surfaced Cap Sheet". 10. Deck: NC Incline: 1 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, 2-1n. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6". Cap Sheet: — "GASFGLAS@ EnergyCapTm BUR Mineral Surfaced Cap Sheet". 11. Deck: NC Incline: 2 Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet". Ply Sheet., — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6". Cap Sheet: — "GASFGLAS@ EnergyCapTm BUR Mineral Surfaced Cap Sheet". 12. Deck: C-15/32 Incline: 1 Insulation: — One or more layers perlite or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or phenolic, 1 -in. minimum (insulation joints offset a minimum of 6 -in. from plywood deck joints). Base Sheet: — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6" or Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet". Membrane: — One or more plies "Ruberoid@ Torch Smooth" or "Ruberoid@ Torch Granule" or "Ruberoid@ Torch Granule Plus" or "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or "Ruberoid@ Mop Gn}i894gr "Ruberoid@ Mop Plus Granule" or "ROOFMatchTm SBS Modified Granular" or "Tri -Ply SBS Modified Bitpmeppembrandwe&• ••••+• "ROOFMatchTm APP Modified Granular" or "Tri -Ply@ TP -4G" or "Tri -Ply@ TP -4" or "Ruberoid@ Dual Smaofhi • • • • 0 Cap Sheet: — "GASFGLAS@ EnergyCapTm BUR Mineral Surfaced Cap Sheet". ••66•• : ••06 0600% 13. Deck: C-15/32 Incline: 1 see:** ••00•• 0000 ♦ ••+••• •• • Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate ererethane a6.00 perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate cony W&%@r phenplkc, agy thickrW4 • Base Sheet: — Two or more plies Type G2 "GAFGLAS@ #75 Base Sheet", "Tri -Ply@ #75 Base She%t."!Qr•Type G "1P%GaLAS@ •60.6• Mineral Surfaced Cap Sheet" or "Tri-Plye Mineral Surfaced Cap Sheet". • Ply Sheet (Optional): — One or more plies Type GS. �••�•• ° • Membrane: — One or more plies "Ruberoid@ Torch Smooth" or "Ruberoid@ Torch Granule" or "Ruberoid@torch Granule Plus" or••••6• • "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or "Ru4proide Mop GCABlb° br • + "Ruberoid@ Mop Plus Granule" or "ROOFMatchl SBS Modified Granular" or "Tri -Ply@ SBS Modified S%VelMembrane" or +•+••+ "ROOFMatchm APP Modified Granular" or "Tri -Ply@ TP -4G" or "Tri -Ply@ TP -4" or "Ruberoid@ Dual Smooth". 00 ;•; • • Cap Sheet: — "GASFGLAS@ EnergyCapT BUR Mineral Surfaced Cap Sheet". •• • 14. Deck: C-15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate periite/polyisocyanurate composite or wood fiber/polyisocyanurete composite any thickness mechanically or adhered with hot roofing asphalt. Base Sheet: — One ply "GAFGLAS@ Stratavent Eliminator Venting Base Sheet" or Type G2 fully adhered with hot roofing asphalt Ply Sheet: — Two or more plies Type G1 or "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or "Ruberoid@ 20" or "Ruberoid@ 20 HT" fully adhered with hot roofing asphalt Membrane. — "GAFGLAS@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCapm BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt 15. Deck: C-15/32 Incline: 1 CertainTeed Corporation 1400 Union Meeting Road P.O. Box 1100 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 and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Underlayment Systems • • • • • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, • • 0 0 ;tate and llowin 0 • • • • 0 P FItS'. S �P � statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein..... :0000: 0 . ...... 0000 0 00000 RENEWAL of this NOA shall be considered after a renewal application has been filed and4k*ry .has been no change.:..0 in the applicable building code negatively affecting the performance of this product. • • • • • • 0 • • • • • • • • • 000000 0 0• TERMINATION of this NOA will occur after the expiration date or if there has been a re Visionbr ch*&,,the • • • • % materials, use, and/or manufacture of the product or process. Misuse of this NOA as an en&rseAwnt oflany product,:....: for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply vriith a * section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 12-1204.02 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0724.16 Expiration Date: 11/24/19 Approval Date: 10/30/14 Page 1 of 8 1111 MIAMI -DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www•rWamidade.gov/economy CertainTeed Corporation 1400 Union Meeting Road P.O. Box 1100 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 and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Underlayment Systems • • • • • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, • • 0 0 ;tate and llowin 0 • • • • 0 P FItS'. S �P � statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein..... :0000: 0 . ...... 0000 0 00000 RENEWAL of this NOA shall be considered after a renewal application has been filed and4k*ry .has been no change.:..0 in the applicable building code negatively affecting the performance of this product. • • • • • • 0 • • • • • • • • • 000000 0 0• TERMINATION of this NOA will occur after the expiration date or if there has been a re Visionbr ch*&,,the • • • • % materials, use, and/or manufacture of the product or process. Misuse of this NOA as an en&rseAwnt oflany product,:....: for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply vriith a * section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 12-1204.02 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0724.16 Expiration Date: 11/24/19 Approval Date: 10/30/14 Page 1 of 8 ROOFING COMPONENT .APPROVAL Category Roofmg Sub -Category: Underlayment Material: SBS SCOPE: This approves CertainTeed Underlayment Systems, as described in this Notice of Acceptance; designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specification Description WinterGuard HT 36" x 65' ASTM D 1970 Modified fiberglass reinforced, bituminous sheet Manufuring rolls material for use as an underlayment in sloped roof Location #1 Roll Weight: 45 lbs assemblies. Designed as an ice & rain shield. WinterGuard Granular 36" x 65' ASTM D 1970 Granular surfaced modified, fiberglass reinforced, Manufuring rolls bituminous sheet material for use as an Location #2 Roll Weight: 72 lbs underlayment in sloped roof assemblies. Designed as an ice & rain shield. WinterGuard Sand 36" x 65' ASTM D 1970 Embedded sand surfaced modified, fiberglass Manufuiing rolls reinforced, bituminous sheet mateaiarforouse as an . . . 000000 Location #2 Roll Weight: 72 Is *.. underlayment in slopetj;crotassergb0jres,I 6 • Designed as an ice & t�i� Weld.. • .. 0000.. 000000 0 0000.. Diamond Deck"" 48" x 250' ASTM D 226 Synthetic, scrim reinf®r @ 0cfnnderl� for use Manufuring rolls under shake, shingles, jlgle+ pr meQ rogfmg. : 6 000 • Location #3& 4 Roll Weight: 38 lbs. 0 0' 0 0' •..' 0660: 6 6 0000.. . MetaLayment7 393 x 61' ASTM D 1970 A film surfaced, self-idherih un+ky6ent fob * 6 6 6 Manufw ing rolls use under metal roofiifg� • ; 6 6 ; • • • • ; Location #1 Roll Weight: 54 lbs. '..' Black Diamond" 393 /8" x 68' 7" ASTM D 1970 Granular surfaced modified, fiberglass reinforced, Base Sheet rolls bituminous sheet material for use as an Manufuring Roll Weight: 76 lbs. underlayment in sloped roof assemblies. Location #2 Designed as an ice & rain shield. Not for use as an Anchor Sheet. Direct adhesion to wood deck not permitted in the HVHZ. NOA No.: 14-0724.16 MIAMI.OPM COUNTY Expiration Date: 11/24/19 Approval Date: 10/30/14 Page 2 of 8 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specification Description Flintlastic GTA 393/8,, x 32' 10" ASTM D 6222 Granule surfaced APP Modified Bitumen Manufuring rolls Grade G membrane with non -woven polyester mat Location #1 Roll Weight: 105 lbs. Type I reinforcement for torch application. All Weather/Empire Base Sheet Manufuring Location #1 DryRoor TU Manufuring Location #1 Flintlastic GMS Manufuring Location #1 Flintlastic SA Cap Manufacturing Location #1 393/8,, x 65' 10" rolls Roll Weight: 70 lbs. 39 3/8" x 61' rolls Roll Weight: 58 lbs. ASTM D 4601 Asphalt coated fiberglass reinforced base sheet. Type lI TAS 103 A polyester fabric surfaced, self -adhering underlayment. 392/8" x 32'10" ASTM D 6164 Granule surfaced SBS Modified Bitumen rolls Grade G membrane with non -woven polyester mat Roll Weight: 97 lbs. Type I reinforcement for mop application. 393/8,, x 33'11" TAS 103 Polyester reinforced, self -adhering SBS modified rolls bitumen cap sheet. Roll Weight: 95 lbs. NOA No.: 14-0724.16 Expiration Date: 11/24/19 Approval Date: 10/30/14 Page 3 of 8 . . .... ...... MANUFACTURING LOCATION: •„• .6666, 6666;, 1. Little Rock, AR ...:.. 6666,, 2. Shakopee, MN 3. Hangzhou, China .... . ..... • ...... .. . ..... 4. Silvassa, India •00 ,9•„• ; 66096, ...... . . . . ...... 66 0 NOA No.: 14-0724.16 Expiration Date: 11/24/19 Approval Date: 10/30/14 Page 3 of 8 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Momentum Technologies, Inc. AX31 G8D ASTM D4601 09/05/08 AX31G8G ASTM D6222 06/05/09 TrinitylERD 3530.12.05-1-R1 ASTM D1623 10/05/09 3523.03.05-R2 ASTM D1623 01/12/10 C32240.03.10 ASTM D4977 03/04/10 C3500.04.10 TAS 103 04/01/10 C31860.05.10 ASTM D1623 05/18/10 C30280.12.09 -R2 ASTM D226 12/11/09 C31410.10.10 -R1 ASTM D5147. ASTM D4798 11/02/12 C30890.03.10-1 ASTM D1970 03/17/10 C40050.09.12-2 ASTM D1970 09/28/12 C34940.09.11 -R1 TAS 103, ASTM D1623 10/04/11 C32930.01.11 -R2 ASTM D1623 01/20/14 C45240.01.14-1 ASTM D1970, TAS 110 01/15/14 C45240.01.14-2 TAS 103, TAS 110 01/24/14 PRI Construction Materials CTC -075-02-01 ASTM D1623 10/07/11 Technologies, LLC CTC -075-02-01 TAS 103 10/07/11 CTC -093-02-01 ASTM D6164, ASTM D4798 08/09/11 CTC -189-02-01 ASTM D1623 ....11/18/13 . . 0000 000000 InterTek Testing Services Ltd. 10103165000Q -002C ASTM D226 * : • -Q8/13/13 •, 101227796COQ-003C ASTM D4798" . 0 "08/13/x3"" 10103165000Q -005C ASTM Dalfl : 0 0 08/13/3 • - o: 0 0000 .000% 0 00000 .. .. . .. 0000.. 0000.. . . . . 0000.. 0000.. . . .0000. NOA No.: 14-0724.16 Expiration Date: 11/24/19 Approval Date: 10/30/14 Page 4 of 8 Deck Type 1: Wood, Non -insulated Deck Description: 19/32° or greater plywood or wood plank System E(3): Anchor sheet mechanically fastened to deck, membrane adhered. Anchor Sheet: One ply of ASTM D 226 Type II organic felt or All Weather/Empire Base mechanically attached with a minimum 4" side lap and a minimum 6"end lap. Anchor sheet shall be applied at a right angle (900) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll of the base sheet. Ply Sheet: (Optional) One or more plies of an ASTM D226 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One ply of Flintlastic GMS adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Flintlastic GTA torch applied to the preceding sheet or DryRoof TU, Flintlastic SA Cap, self -adhering membranes adhered to the preceding sheet with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the membrane is acceptable. If membrane is strapped, then anchor sheet and ply sheet must also be strapped. When used in Tile roof systems the cap sheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum of 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. 9999 Surfacing: •Flintlastic SA Cap, Flintlastic GTA, Flintlastic GMS and DryRoo; TO 6y be;ed*jwith any • � • approved roof tile system mechanically fastened as specified in theiraxwnt NOA.0 0' •Flintlastic SA Cap, Flintlastic GTA, Flintlastic GMS and DryRoof R3 Wray be used with any . 0 approved roof tile system adhered as specified in their current NOXIO ig any %wo:Wheside • listed and having a current tile adhesive NOA approval. 9999 . 9999. 9999.. .. . 9999. 9 0 9 0 .. .. . .. 9999.. Must comply with appropriate Roofing Application Standard RAS L�,Sf US 119, RAS 120 and • applicable Building Codes. .. 9 0 9 0: 9 9999 . . 999999 LABELING: 00 0 ••: 0 9 All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. NOA No.: 14-0724.16 Expiration Date: 11/24/19 Approval Date: 10/30/14 Page 6 of 8 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 material. LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. CertainTeed underlayment roofing systems utilizing Flintlastic GTA, WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Diamond Deck, MetaLayment, DryRoof TU or Black Diamond Base Sheet as a cap membrane shall be acceptable for use in asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. 3. CertainTeed underlayment roofing systems utilizing DryRoof TU, Flintlastic SA Cap, Flintlastic GTA or Flintlastic GMS as a cap membrane shall be acceptable for use in foam adhesive set and mechanically fastened roof rile systems as specified in the surfacing option of the approved assemblies. 4. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. CertainTeed underlayment roofing systems shall be installed in strict compliance with applicable Building Code. 5. CertainTeed underlayment roofing systems membranes shall be applied to a smooth, clean and dry surface with deck free of irregularities. 6. CertainTeed underlayment roofing systems membranes shall not be applied over an existing roof membrane as a recover system but may be applied over an approved roofing Base/Anchor sheet underlayment. 7. WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Black Diamond Base Sheet, Flintl'dStid $A Cap, MetaLayment, Diamond Deck, Flintlastic GMS, and Flintlastic GTA shall not be left euosad as a temporary roof':' for longer than 180 days of application. DryRoof TU shall not be left exposed as a teirpQ4y roof farhnger U:: • 30 days after application. 9 9 9 :.. 6 6 6 8. CertainTeed underlayment products may be used with any approved roof coveringNedea jof Ac$�t e list;;; 0 ' CertainTeed underlayment products as a component part of an assembly in the 148t18e of Acceptance. "If". •. CertainTeed underlayment products are not listed, a request may be made to the Ant�o ty Havng J9.Aumisdiction " 0 (AHJ) or Miami -Dade County Product Control for approval provided that appropriatg &0 .cypentation6is provide) . • to detail compatibility of the products, wind uplift resistance, and fire testing results. : ' : 6 . 6906:0 •66.6 9. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any ljose�dgcking pan6els. Swj%q the deck thoroughly to remove any dust and debris prior to application. 0 0 • 10. 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. 11. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 12. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 13. The maximum roof slope for use as roof tile underlayment for direct -to -deck tile assemblies shall be as follows: (Limitations noted below are a result of the tile stacking/tile loading performance and do not reflect to that of the underlayment. See Table Below) NOA No.: 14-0724.16 Expiration Date: 11/24/19 Approval Date: 10/30/14 Page 7 of 8 LIMITATIONS: Tile Profile Flintlastic GMS' Flintlastic SA Capt DryRoor TU3 Flintlastic GTA3 Flat Tile 4:12 6:12 6:12 6:12 Profiled Tile 4:12 5:12 6:12 6:12 `The following is applicable to all systems using and Flintlastic GMS: •Slopes up to 4:12 — Stage by placing two tiles perpendicular to the slope followed by maximum four tiles on top parallel to the slope for a total of 6 tiles. (Illustrated in Figure 1 below). •Slopes greater than 4:12 — Horizontal batten strips are required. Stage tiles touching horizontal battens; a maximum of 10 tiles shall be stacked parallel to the slope (See Figure 2 below). 2The following is applicable to all systems using Flintlastic SA Cap: •Slopes up to 5:12, Profiled Tile — Stage by placing two tiles perpendicular to the slope followed by maximum four tiles on top parallel to the slope for a total of 6 tiles. (Illustrated in Figure 1 below). •Slopes greater than those shown in the above table — Horizontal batten strips are required. Stage tiles touching horizontal battens; a maximum of 10 tiles shall be stacked parallel to the slope (See Figure 2 below). 3The following is applicable to all systems using DryRoor TU and Flintlastic GTA: •Tiles shall be stored on battens on roof pitches greater than 6:12". Front View Figure 1: Staged Method, View Front Figure 2: Batten Method END OF THIS ACCEPTANCE Figure 2: BatfwUeothod 6600.. 0000.. 0000.. 0000. 0000. 0.00.0 000000 000000 NOA No.: 140724.16 Expiration Date: 11/24/19 Approval Date: 10/30/14 Page 8 of 8 ®� MIAMI -DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/cera 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3Mrm 2 -Component Foam Roof Tile Adhesive AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,,city, State ad 1 •wowing • 0 0 0 0 • statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. • 6 • : 6. 6 .' 000.60 . 0. 0000.• RENEWAL of this NOA shall be considered after a renewal application has been filed and'thtrehas been nb change.....: in the applicable building code negatively affecting the performance of this product. 6"". : •..:6 ' 0660 . 90.96 TERMINATION of this NOA will occur after the expiration date or if there has been a revi ml ivr ch 06 iri the 69496 p .� 3�. 0. 0000.. materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endqr§gWpt of any product, for • • sales, advertising or any other purposes shall automatically terminate this NOA. Failure to cbmply'with auy section o£...:. this NOA shall be cause for termination and removal of NOA. • • 0 • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and fotlbwed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2 -Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2 -Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH - 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: 6666 Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current 1.OA Which lints%opent resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 • • roof tile adhesive. 0000.. ; '.." 0000.. MANUFACTURING LOCATION: 1. Tomball, TX. 0000 .. PHYSICAL PROPERTIES: : • •: �: Prove Test 0000.. Rests • • Density ASTM D 1622 1.6 lbs./ft.3 • Compressive Strength ASTM D 1621 •:• 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -400 F., 2 weeks +6.0% Volume Change @1580F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 0.000. 0000.. 0000.. 6 0000 0000. •06000 666666 .0600. 6 • Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Renort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 257818 -IPA TAS 101 12/16/96 528454-10-1 25-7438-3 SSTD 11-93 10/25/95 520109-2 25-7438-4 520109-3 520109-6 sees 25-7438-7 SSTD 11-93 11/02/95 520191-1 TAS 101 " ' 41/.02199 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 sees 0 0 520109-7 ; 000 0000 0000:0 520191-1 TAS 101 " ' 41/.02199 a ...... . .. 520109-2-1 ...... OOO:Oo .00000 LIMITATIONS: 00.00• :""' 00.00 PP 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Asser.-aD%- J;r fire;atAg • 000 00 0000.. 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, jW.1% high tile profiles. 0, 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RV120. :00*:* ,Oss•, 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2 -Component Foam ftof'Tile AOh4tte AHS 0 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. be ' 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. 2 — W F'= MS NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MT� •2-* • • Component Foam Roof Tile Adhesive AH -160 has been dispensed. *see •••••• .. .. 9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty ytieigjat sha)Z btieo 0 0 0 0; 0 accordance with the 'Placement Details' herein. Each generic tile profile requires the speAfia placement noted . 0000.. herein. 0000 0 0• a 0000 0 .0000. NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 ••••• 0000. 0000.. 0000.. 0000.. Table 1: Adhesive Placement For Each Generic Tile Profile••:••: :'. •. of •• . .. Tile Profile Placement Detail Single Paddy Weight Min. (grams) Tvwo.paddy Weight per paddy Min. (g;q>VJ Flat, Low, High Profiles #1 35 /A • High Profile 2 Piece Barrel #1 17/side on cap and 34/ an N/A '..' Flat, Low, ffigh Profiles #2 24 N/A Flat, Low, High Profiles #3 8 NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 ••••• 0000. 0000.. 0000.. 0000.. LABELING: All 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nag through plastic cement Paddy*wath7h) undertallnnent 1 101 In Em Course Fascia Em course on1r. Eave CIVA Keep adheshre aproL 41n. up from weephols; M Nall through plastic cement Undeftwimerd loin. 21 EmCcurse • Eave course only: Eave dorms 4 Keep adhesive approx •••••Dflpap* • 4 in. up from weepholas • 1) Place enough atom to achieve 17 to 23 oplic square Inches In eoMact withtire bpan tge steep 2) Turn covers upside down. Place adhesive 1121n. To I h From outside edge of cover tk Then Indd the tk unded"atent coursecWtHs. "I Abut to second course of pan Im Ensure am an pan and cow tHes are flush atave grte Eave closure (Morlarsho-) Fascia PP- --, Shall" o0ond Po" Mortar =W I NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement Paddy (Beneath THO) Nall through plastic cement Paddy (Beneath life) Undedayment Undedayment 71n. 'tin. 7F ln� 2 IrL Em Course Fascia Fascia %Weephole Eave Course Em closure Eave Closure Drip edge NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 a 0 • *see 0 0 0000 0 00:00: so :80 0000 0000 • 0000 0000 0:0 00 0 .0 V: 00 0 NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy Nail through plastic cement (between file) o Undeftyment Paddy (under Ile) 00-1AI, Singlel paddy 5 3 In under Ile 04,-�3 1 n x 3 In x 3 in. Single paddy on 2 in. 41 . Single 4 in. 2 In. under- paddy on layment under- layment Single paddy Ve course on top of file Single paddyEave 001 top of Ole 2 IrL X 7 In. medium cum size paddy aave Fascla course only Nail through plastic cement 0 ' Y13' In. x 3 In. 4 Single paddy on underlayment Single paddy on top of U170% Ea" Course paddy tile Single paddy between file x 7 In. medium paddy ean course only END OF THIS ACCEPTANCE Single paddy under die Single paddy between Me 2 In, x 7 In. medium size paddy ave course only ,I— Fascia 11 Weephole eve closure Drip edge :06 6:66 0 a 0 •000% . 000000 0 0000•00.0• 66 a 0 : 0000. 000 00000 • 0::00•: • 00 0 40:66 0 0 0 ::*::a a :0 9606:6 0 • 0: a 0006:0 :0000: .0. 000000 6060 0 a 0 :*: 0 0 00 0 NOA No.: 12-0228.18 WMtAMI•DADE Counter Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. •"". DESCRIPTION: Barcelona 900 Concrete Roof Tile *00000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or loo,,,aitiy, stateand fbllownQ •"00000: 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 all there has been no change in the applicable building code negatively affecting the performance of this produ&t • • • • • •, ; • TERMINATION of this NOA will occur after the expiration date or if there has been a ;evilioli or changain the :''": materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement ofany product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA#07-0220.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 7 M1AM4[#L) • MIAMI -DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERM TTING, ENVIRONMENT, AND REGULATORY AFFAIRS (?ERA) 11805 SSV 26 Sheet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www•miamidade.eov/vera Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. •"". DESCRIPTION: Barcelona 900 Concrete Roof Tile *00000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or loo,,,aitiy, stateand fbllownQ •"00000: 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 all there has been no change in the applicable building code negatively affecting the performance of this produ&t • • • • • •, ; • TERMINATION of this NOA will occur after the expiration date or if there has been a ;evilioli or changain the :''": materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement ofany product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA#07-0220.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category. Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described 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 the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Barcelona 900 1= 17" TAS 112 High profile, interlocking, one-piece, 'S' w = 13" shaped, high-pressure extruded concrete roof `/2" thick tile equipped with three nail holes. For direct deck or battened nail -on, mechanically fastened, mortar set or adhesive set applications. 0090.9 Trim Pieces Length: varies TAS -112 0000 Accessory trim, boosted F3'arreloaa, concrete Width: varies roof pieces for use at hips,-wlp-, ridges axO varying thickness valley terminations manui'aCM11 for each'tile profile. 0""0 :000:9 0 2.1 MANUFACTURING LOCATION 0::::. • • • 2.1.1. Lake Wales, FL. 000000 • • 0 000000 2.2 SUBMITTED EVIDENCE: 0 • • 0 00 0 ;0; ,0 99 9 Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix H TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) NOA No.: 12-0222.02 MIAMI-MD6 COUNTY Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 2 of 7 0000.. 0000.. 0000.. 0000. 0000. .0.00. Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Professional Service Industries, IC -1320-94 Physical Properties Feb. 1995 Inc. TAS 112 The Center for Applied 25-7688-3 TAS 101 (Adhesive Set) June 1996 Engineering, Inc. 25-7688-10 TAS 101 (Mortar Set) July 1996 The Center for Applied 25-7688-5 Static Uplift Testing June 1996 Engineering, Inc. TAS 102 (3" Headlap, Nails, Direct Deck, New Construction) The Center for Applied 25-76884 Static Uplift Testing June 1996 Engineering, Inc. TAS 102 (4" Headlap, Nails, Clips) Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services 520191-2-1 TAS 101 March 1999 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering, Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering, Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering, Inc. Evaluation 25-7094 February 1996 Calculations Walker Engineering, Inc. Evaluation 25-7496 ApriL?" • Calculations . . .... ...... Walker Engineering, Inc. Evaluation 25-7584 • • • - Decernger 1&16 .... ; Calculations 25-7804b-8 ... ••- 25-7804-4 & 5 ."'•. ;.•„• • 25-7848-6 • �” ""' Walker Engineering, Inc. Evaluation ...... Restoring Moments Dueb©• .. . ••)*ebruary2(10'1 ..... ...... Calculations Gravity • • • • • • • Nutting Engineers 122 TAS 112 Janua-j y204 • • • Mu�MInage couNrr NOA No.: 12-0222.02 .. � Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 3 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the 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 the applicable Building Code. 4. INSTALLATION 4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight W (lbf) Length-1(ft) Width -w (ft) Barcelona 900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers -.% (ft3) • • • • • • Tile Profile (ft3) '� (ff) Batten Application Direct [�giDpplication Barcelona 900 0.289 •0!3 3 • Table 3: Restoring Moments due to Gravity - Mg (ft-lbffas a 690960 996669 6666.. 6666. 6666 66 Tile 2":12" 3":12" 4":12" 5":12" 6"; F2; •; 7"412" or Profile :,gr@6ter •• Barcelona Battens Direct Battens Direct Battens Direct Battens Direct Battan ig§ Direr 900 Deck Deck Deck Deck Deck '..6 Deck 1 7.28 8.13 7.21 8.05 7.10 7.93 6.96 7.78 6.79 7.61 6.61 7.40 NOA No.: 12-0222.02 MwrtaoaoE counmr Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19132" plywood) Battens Barcelona 900 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 1 See manufactures component approval for installation requirements. 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 009000 **so 1 48 Screw 20.7 20.7 18.1 2 AB Screws 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail Field Clip) 23.1 23.1 19.0 1-10d Smooth or Screw Shank Nail Eave Clip) 29.3 29.3 24.0 2-10d Smooth or Screw Shank Nails Field Clip) 27.6 27.6 38.6 2-10d Smooth or Screw Shank Nails Eave Clip) 38.1 38.1 41.8 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Application Tile Tile Application Minimum Attachment Profile Polyfoam Pol Pro rm Resistance Barcelona 900 Adhesive 29.3 1 See manufactures component approval for installation requirements. • see* 2 Dow Chemical itleBond Average weight per patty 10.7 grams. • • • • • e Pol oam Product, Inc. Average weight per a 8 rams. 009000 **so Sea - Table 6: Attachment Resistance Expressed as a Moment - Mt f ft-lgb • • • • for Single Patty Adhesive Set Systems :600 ••• • Tile Profile Tile Application MinitruletAttacDMeat Re®Istance e Barcelona 900 Polyfoam Pol ProT"' 6 66.5- • G. 0: e Polyfoam Pol Pro rm e., •3 . 3 Large paddy plar-ement of 63 rams of Pol ProTM'. • • o 4 Medium paddy placement of 24 rams of Pol Pro'"'. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Barcelona 900 Mortar Set 24.5 5. Tile-Tite Roof Tile Mortar NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR BARCELONA 900 TIME (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE C. 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.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 6 of 7 . . .... ...... ...... . .. ...... .... . ..... ...... .. . ..... .. .. . .. ...... . . . . ...... NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 6 of 7 10 PROFILE DRAWING BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE i/8 " NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 7 •e0G • . .•.. 0000.. .••.•• . •. 0.0.00 • •••G•G 00.00. •s•. • . • a 0.. 00.0 0000 • •eeG• 0000.. .. . 00090 .. .. . .. Ga•.e. • . . . 0000.. 0000.. • • • *Geese NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 7 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 Date: 2-9-15 10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Name: 4 Comns Property Address: 130 NW 97th Street, Miami Shores, FL -3°438.3,3/_0 Roofing Permit Number: Dear Building Official: I Ly Collins certify that I am not required to retrofit the roof to wall connectiggg Df my . . 0000 0000.. building because: • • • • ; • • •. x The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.0tr W4se attAch 7oof of ?d 6 •' 0000.. valorem taxation. . • • • •. ;. • •; • • 0000 . 0000. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (f o4r with;hg prgvision&: • • • of 1994 edition of the South Florida Building Code (1994 SFBC) • • • • • • . • . . :906:4 0000.. pp 4 • ;906.4 • • • e • •6444• yCollins •• • • •66 • • •4 6 Signature' Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner Sworn to and subscribed before me this 9th day of Notary Public, Sate of Florida at Large A. e. Aw NO"11 •SW01l COMANN ism Yp OMm. 40 1. 2011 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 219iZ015'_ Property Search Application - Miami -Dade Counly Offinh A� OF THE PROPERTY APPRAISER ,'. Summary Report Property Information Previous Folio: 11-3101-025-0060 Property Address: 130 NW 97 ST Owner LY NGUYEN COLLINS Mailing Address 929 NE 120 ST BISCAYNE PARK, FL 33161-6449 Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/1 Floors 1 Living Units 1 Actual Area 1,959 Sq.Ft Living Area 1,780 Sq.Ft Adjusted Area 1,757 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1947 Assessment Information Previous 2014 2013 Year 2014 2013 2012 Land Value $116,696 $77,798 $62,379 Building Value C$119,1251 $119,125 $133,547 XF Value $4,341 $4,390 $5,502 Market Value $240,162 $201,313 $201,428 Assessed Value $221,444 $201,313 $201,428 Benefits Information Benefit Type 2014 2013 2012 Non -Homestead Cap Assessment Reduction 1 $18,7181 1 Note: Not all benefits are applicable to all Taxable Values (Le. County, School Board, City, Regional). Short Legal Description I RESUB OF BLK 3 OF BONMAR PARK PB 42-60 LOT 6 BLK 3 LOT SIZE 75.000 X 115 OR 16582-32381194 3 Generated On: 2/9/2015 Taxable Value Information Previous 2014 2013 2012 County Exemption Value $0 $0 $0 Taxable Value $221,444 $2Q'.4V $201,428 School Board • • • • • • • • • • • • Exemption Value 0 . • • •.$0 Taxable Value $240,1• $201,313 J$201,4J8 city 0000 • Exemption Value• • • 0 $0 • •: • •$0 Taxable Value $224 'JAA &04,$13 .UPjJa8 Regional ; 00:0: • • • 0000•• •• •ii Exemption Value • $Q �`0 Taxable Value $220v444 $Z01 V3 1 ;M,4428 se i Sales Information Previous Price OR Book- Qualification Description Sale Page 11/01/1994 $0 16582-3238 Qual by exam of deed 06/01/1994 $0 16406-5315 Qual by exam of deed 04/01/1992 $82,000 15503-1209 2008 and prior year sales; Qual by exam of deed 10/01/1991 $70,000 15259-0207 200088aand prior year sales; Qual by exam The Office of the Property Appraiser is continually editing and updating the tax roti. 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