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RF-18-1296Miami Shores Village 10050 N.E. 2nd Avenue N Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Issue Date: 6/18/2018 t NO. RF-548-1296 Permit Type: Roof Work Classification: Tile Permit Status: APPROVED Expiration: 12/15/2018 Parcel Number Applicant 9404 N.MIAMI Avenue Miami Shores, FL 33150- 1131010340030 Block: Lot: ERNESTO HERNANDEZ Owner Information Address Phone CeII ERNESTO HERNANDEZ 9404 N MIAMI Avenue MIAMI SHORES FL 33150-2246 Contractor(s) Phone DEL SOL ROOFINGENTERPRISE INC (305)229-5722 CeII Phone Valuation: Total Sq Feet: $ 24,650.00 2884 Type of Work: Re Roof Additional Info: RE -ROOF TILE BARCELONA 900 Classification: Residential Scanning: 4 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $15.00 $4.50 $3.00 $5.00 $300.00 $12.00 $20.00 $859.50 Pay Date Pay Type Invoice # RF-5-18-67547 05/16/2018 Check #: 513402 06/18/2018 Credit Card Bond #: 3798 Amt Paid Amt Due $ 50.00 $ 809.50 $ 809.50 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is ac rate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named con; actor to do the work stated. G Authorized Signature: Owner / Applicant /Vtor / Agent June 18, 2018 Date Building Department Copy June 18, 2018 1 i BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 !i Master Permit Not (3 - 129 (23 Sub Permit No. ❑BUILDING ❑ ELECTRIC g ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: c1Lt0t N • MIUnI AVli City: ff Miami Shores / l County: Miami Dade Folio/Parcel#: 1 1 ' 31 V I O3'T 00 3 () Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: OWNER: Name (Fee Simple Titleholder): Frr / 11✓ c /� V, C 1/ afo 1 I CI 1 IC�ri Address: (4 f 0 L+ 1 Miami i am i' - City: %i I a I/ Y i 1 V 1 l�J State: T L Tenant/Lessee Name: Phone#: Flood Zone: Zip: 331 00 NO X BFE: FFE: Phone#: qgP'(/Z 9-1 • Zip: 331 b t Email: CONTRACTOR: CompanyName: I r l so 1 ibt I� 1hC� Address: �1 sit) NIA! V I L+ U 14 1 1 "" City: I r J % Ca! !I State: Zip: /Qt�v Qualifier Name: (,J ..SAti t Pat ki Phone#: State Certification or Registration #: CCC % (n 57 Certificate of Competency #: DESIGNER: Architect/Engineer: Address: City: Value of Work for this Permit: $ Phone#: 2)9 c3a®a8 Phone#: State: Zip: Square/Linear Footage of Work: Type of Work: D Addition ❑ Alteration ❑ New 'Igirl Repair/Replace Description of Work: IC_r0OF jiIC' 8brq) rL?�j1bfQ "IoU ❑ Demolition Specify color of color thru tile: AV(1Dn (31cnLI Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ Notary $ 0 Double Fee $ Bond $ 5W • — O (Revised02/24/2014) TOTAL FEE NOW DUE $ . Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature __.2/(e OWNER or ENT The foregoing instrument was acknowledged before me this 10 day of PO)._, 20 t 1E3. , by P,i, 44 AvAsichgt., who is personally known to oi me or who has produced PVC— . as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: "4ot.4 ' Seal: *OSARyA_o JAVIER'1'UIG ae NOTARY PUBLIC ESTATE OF FLORIDA r Comm# GG078559 b APPROVED BY Signatu CONTRACTOR The foregoing instrument was acknowledged before me this 20 (8, , by a y know• to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: �pkAR�SS •R- *********************e Plans Examiner JAv NOTARY PUBLIC STATE OF FLORIDA Comm# GG078559 ASA Expires 4/30/2021 ******* ******************************* Zoning (Revised02/24/2014) Structural Review Clerk Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3101-034-0030 Property Address: 9404 N MIAMI AVE Miami Shores, FL 33150-2246 Owner ERNESTO HERNANDEZ Mailing Address 9404 N MIAMI AVE MIAMI SHORES, FL 33150-2246 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,506 Sq.Ft Living Area 2,146 Sq.Ft Adjusted Area 2,171 Sq.Ft Lot Size 14,040 Sq.Ft Year Built 1950 Assessment Information Year 2017 2016 2015 Land Value $293,842 $217,007 Building Value $143,547 $143,547 $143,547 XF Value $2,1 $2,172 $1,751 Market Value $439,545 $439,561 $362,305 Assessed Value $244,184 $239,162 $237,500 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $195,361 $200,399 $124,805 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 6A PB 12-54 LOTS 4 & 5 BLK 167 LOT SIZE 108.000 X 130 OR 19386-0318 10 2000 1 Generated On : 5/10/2018 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $194,184 $189,162 $187,500 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $219,184 $214,162 $212,500 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $194,184 $189,162 $187,500 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $194,184 $189,162 $187,500 Sales Information Previous Sale Price OR Book -Page Qualification Description 10/01/2000 $144,000 19386-0318 Sales which are qualified 03/01/1989 $90,000 14028-2362 Sales which are qualified 01/01/1986 $79,000 12764-0525 Sales which are qualified 07/01/1979 $66,000 10457-0513 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: iami x hores A illage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fpxte 5) 756.8972 .... •. .••.• •: OWNERS'S AFFIDAVIT OF EXEMPTIQN;:: •• •• . ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FGR 6xFINQ AI -f BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: f fl ar() iternonac Property Address: (1404 I Miami /(/ .... • .•.• • . . •. • • . : . 7.7 • Roofing Permit Number: Dear Building Official: Ewa() ticynof Cf certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. rui The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the outh Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this ( 0 Notary Public, Sate of Florida at Large day of /47 2_4l0- JAVIER PUG S NARY A o NOTARY PUBLIC lit nt, pp STATE OF FLORID/+. 1, , 2 Comm# GG07855c S'NCE te10 Expires 4/30/2C When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOP. tiOFING CONSIDERATIONS • •• • • • • • •• ••• • ••••• • 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor 4a;wide the owner with • the required roofing permit, and to explain to the owner the content of the section. ThyprcriNons ot;$eGtkln R4402 govern the minimum requirements and standards of the industry for roofing system inst?lItlons. Additionally, the • following items should be addressed as part of the agreement between the owner antihe cortractor.:J''A gwner' initial in the designated space indicates that the item has been explained. • • • •• • • • • •• • • 2. t Renailing wood decks: When replacing roofing, the existing wood roof declLrtrayfipve to• be renailed in accordance with the current provisions of Section R4403. (The roof deck is ustAlt ? concealed prior to removing the existing roof system). • 4. f Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking cawed from below. The owner may wish to maintain the architectural appearance; therefore, roofng nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is no oaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Owner/Age's Signature,,% Date Contr. for Signature Date q 4bad N. Mon I Ave Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number RECE AY 1 BY: Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section A (General information) Master Permit No. Process No. //Prc lE Contractor's Name Sra aCtei-ed"-5."". Job Address a4D�1 (� ,G�',`'�'` fie' c I(,LC ezi; �-�'`-�• •d `_ • ... ❑ Low Slope ❑ Asphaltic Shingles ❑ New Roof • • • • ROOF CATEGORY •• • • .•.•• ❑ Mechanically Fastened Tile g MortarAMhesive Sef,TBe ❑ Metal Panel/Shingles Wood Shingles/Shakes' 0 Prescriptive BUR-RAS 150 dre there •� • Gas YentStack9. "' Yeslif Flo •• • ROOF TYPE Type: Natural ❑ LF1GXt' 51 Re -Roofing 0 Recovering 0 Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) • Steep Sloped Roof Area (SF) Total (SF) z s 04. ri6Y Section B (Roof Plan) . • .... ••••l• • ....• MAY 1 6 2018 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scsuup cj er8ow drains. Include dimensions of sections and levels, clearly i e en s of elevated pressure zones and location of parapets. aw '..'i 1-1il I_t_l 1 .-1� J i■■■ ■■ I I ' II f +i ! ( ;� ----1 ,_i 1 Ur inii%attomin ri■■i■ : u �' i j� a■ Main m a 11,1 Li nu r � a�� I _!!! _ 110 #-Ti +I , I p • , a Fd _ I_1_.�_ I-. 4Ll_ 1 _1- -! i_I ,_I -- 1 - y 1- �- � _ _ _ 1- j _I_. - I-i _ �4__:_i� _-,--�-i-rA-_I j H 0, ,_IJ�_ �_1_!-1_-1_.``J-._11-,-- -- .._I_I--• _ _1.._1J_ T_I-, ,_�i1_I- _t_1JJ_:_1;I. i..li_; i�_4-;._.�- t!-L °J-1 �L iJ-f i 1 i , ; 1-;-!--,;' .I-- --11., -i---J'-1-i'_'--�---� - -1_;- _,_ i�-L -i-.L: ..I I i i I 1 LL z Florida Building Code 6th Edition (20171 High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: ?-=L Pu.t. ( 0,-(-11.9 z_ `-'- - • • • • • • • • • . • • Notice of Acceptance Number: s;' _.. L �' ;9- / r • c�% i . •• • • . • ' • • •• • •• •• '• VINO. . 1 Minimum Design Wind Pressures, If Applicable (From RAS 1f;gi;calculp*Lgns): .. •• •• • P1: .1 P2: -g, % P3: (( ' r.-- • Maximum Design Pressure ff/ (From the NOA Specific System): G ` '` 3\ (c » `' • • • l • ' • •• • • • •: Method of tile attachment: 4;,0 1 ,,? l Roof Slope: - : 12 Steep Sloped Roof System Description Deck Type: • • • .•••• • • • . ype Underlayment: nsulation. Fire Barrier. astener Type & Spacing: dhesive Type Ridge Ventilation? Mean Roof Height: ricc of ro oc, Lis - ype Cap Sheet. (`F Le_ - -( oof Covering: 5,0Cet- ( Apt g-c-Cc 2i 90 CtCre tg_ h`1 e- Type & Size Drip Edge: - • Scuo1 l � l M ['DARE': Miami -Dade County HVHZ Electronic Roof Permit Forte Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" •. • • • • For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. R the Ff values aro.: greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptalle. • • • • • • P 1: 1,-A x X P 2: (p . 1 x X P3:[kOO 9f X. .30) J 4 Mg: - Mg: - Mg: -021 = Mr1: = Mr2: Mr3: qc �T Method 3 "Uplift Based Tile Calculations Per RAS 127" � • •••• • • • • • • N•OA M� •• •. •. • VPAWL • . • • oArvf • • • •• • • • • •••• • •• •• • • • • • • • •• •• • • • • •• • • • • • • •. • 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 roof, then the tile attachment method is acceptable. P1: P2: P3: x l: x1: Description Desion Pressure Mean Roof Height Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Required Moment Resistance Minimum Attachment Resistance x w: x w: x w: - W: - W: - W: x cos 0: x cos 8: x cos 8: = Fr1: = Fr2: = Fr3: Where to Obtain Information to complete tile calculations Symbol NOA F' NOA F' NOA F' Where to Find P1 or P2 or P3 • Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional t engineer based on ASCE 7. 0 Mg F' Required Uplift Resistance Fr Average Tile Weight W Tile Dimensions I = length w = width Job Site Job Site Product Approval (NOA) Product Approval (NOA) Product Approval (NOA) Calculated Product Approval (NOA) Pp ( A) Calculated Product Approval (NOA) Product Approval (NOA) DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 .F'(6/te)r315-2599 wv�H �iamida e.eov/economy • •• • . • • • • • • • • • • • • • • • • • • ••••. SCOPE:• •• This NOA is being issued under the applicable rules and regulations governing the use of cor station materials. The • documentation submitted has been reviewed and accepted by Miami -Dade County RER - Prflduct ContrdtA,e ipn to te•••• used in Miami -Dade County and other areas where allowed by the Authority Having JurisdiCtiovIAHJ). • ' ' • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Contt81 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: Barcelona 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.12-0222.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMI-DADE COUNTY APPROVED NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub -Category: Material: 1. SCOPE Roofing Roofing Tiles Concrete • • , •• • ••.• • • • •.• • . • .• • •� . This approves a roofing system using Barcelona 900 Concrete Roof Tile, as manufactt:tetd.Boral Roofing L1 ...: in Lake Wales, FL and described this Notice of Acceptance. For locations where tlrpf ure r ,japents, •as • determined by applicable Building Code, do not exceed the design pressure values obt'ditted by talculations in. . compliance with RAS 127 using the values listed in the installation section herein. 'ifiV allchmenl oeioulations shall be done as a moment based system. • . 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Barcelona 900 Length = 17" Width = 13" '/2" thick Trim Pieces Length: varies Width: varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL 2.2 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies MIAMI-DADE COUNTY APPROVED Test Specifications TAS 112 Type — l a TAS-112 Test Identifier 7161-03 Appendix III 7161-03 Appendix II P0402 Letter Dated Aug. I, 1994 P0631-01 . • . • • . • • . .. . •• . Product •�••.• Description . • . • • High profile, interlocking, one-piece, 'S' shaped, high-pressure extruded concrete roof tile equipped with three nail holes. For direct deck or battened nail -on, mechanically fastened, mortar set or adhesive set applications. Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, rakes, ridges and valley terminations manufactured for each tile profile. Test Name/Report Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108(Nail-On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Date Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 July 1994 NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 2 of 7 Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, lnc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida IC-1320-94 Physical Properties TAS 112 25-7688-3 TAS 101 (Adhesive Set) 25-7688-10 TAS 101 (Mortar Set) 25-7688-5 Static Uplift Testing TAS 10t ••• (3" Headlap, Nas,p ect Deck, New Consatipn) 25-7688-4 Static Uplift T sttttg TAS 102" • • (4" Headlap, 520111-3 Static UpliftTe/ttivg 520191-2-1 TAS 101 • Calculations Evaluation Calculations RT0617.03-16 TAS 112 Aerodynamic My1jitiltr Restoring Moments Due to Gravity Feb. 1995 June 1996 July 1996 .•5une1996 •..• • .•• .. • • : • Jute 1996• • •••• • • . • Dec 1998 : jlQajch 199 ..0W01/16. •'7/0 •1/16 06/29/16 • • • � • 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Department of Regulatory and Economic Development — Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. MIAMI-DADE COUNTY APPROVED NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 3 of 7 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 . . . 0006 . • .... Table 1: Average Weight (W) and Dimensions (I x w) • • • .. . ... Tile Profile Weight-W (Ibf) Length -I (ft) ""•• .... Width-tr (ft) :.. . • Barcelona 900 11.5 1.417 '.•..' a'O8" ... . • 09 . . •. Table 2: Aerodynamic Multipliers - A (ft3) • • .. " . . • . ' "' 00* Tile Profile A (ft3) Batten Application . A (ft3) Direct Desk pjpplicaihog • . • . :" Barcelona 900 0.286 0.301 " ' Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Barcelona 900 Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.19 7.07 6.19 7.00 6.19 6.90 6.06 6.76 5.92 6.60 5.76 6.42 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Attached Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" 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 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 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 MIAMI.DADE COUNTY APPROVED NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 4 of 7 es • • ... • ••. Table 5: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Attached Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" pIi/wgail) Battens •••• • • •••• •••. Barcelona 900 2-10d Ring Shank Nails' 33.1 •48.1.. ' •.' 45.2 • • • • 1 Installation with a 4" tile headlap and fasteners are located a min. of 2'/z" from head of tilt/ . • • • • • • • Table 6: Attachment Resistance Expressed as a Moment Mt .M) •::: •: •:• ::• for Two Paddy Adhesive Set Systems , Tile Profile Tile Application ' Minilnumatta4hmertf'• • • •Resistance • • • • •• • •• • • Barcelona 900 Adhesive' 2Je32 • • 1 See manufactures component approval for installation requirements. 2 TILE BONDTM Roof Tile Adhesive; Average weight per paddy 10.7 grams. ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160; Average weight per paddy 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 ICP Adhesives Polyset AH-160 66.53 ICP Adhesives Polyset AH-160 • 38.74 3 Large paddy placement of 63 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160. 4 Medium paddy placement of 24 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160. Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Barcelona 900 Mortar Sets 24.5 6 See specific mortar manufacturers Notice of Acceptance MIAMI-DADE COUNTY APPROVED NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 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 TILE (LAKE WALES FL PLANT 2) • LOCATED UNDERNEATH TILE • • • • • . .. • .. . • . • . . •. • . 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI-DADE COUNTY APPROVED NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 6 of 7 PROFILE DRAWING NAIL HOLES 17" UNDERLOCK • • • • • •• • ovERLdCR'' BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE MIAMI-DADE COUNTY APPROVED 13" •••• • • • • • • • • •• •• • • • • • • • •'./ 5 5/8 ° • . .>\ •• . • • .•• • • • • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 7 of 7 h'l l AM 1-DADE j . ir DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44'h Street Coral Springs, FL. 33065 SCOPE: MIAM1-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidacleAo=deconomv • • • • • ••• • • • ••• • • • •• • • • •• • • •••• •• • • • •••• • This NOA is being issued under the applicable rules and regulations governing the use of tflpgttaction J3ttriils. The •• • • • documentation submitted has been reviewed and accepted by Miami -Dade County RER-Pibfluef Control •Stctibn to be • •: • used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiar& i HJ). •• • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product aletreOl.Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the tight to hayetljis•produtt or material tested for quality assurance purposes. If this product or material fails to perform in the accepte5 nAnner, 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: ICP Adhesives Polyset® AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAMI-DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Pagel of 11 • ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: SCOPE: Roofing Roof tile adhesive Polyurethane . . . . . .. . ... • . ... This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Se'a1AIQts' Inc. as 5esc ibed in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by app1 cable • building code, do not exceed the design pressure values obtained by calculations in comptianei ' th Roofing.:. Application Standard RAS 127. For use with approved flat, low, and high profile roof tile syineitti p sing fcP. . Adhesives Polyset® AH-160. ; PRODUCTS MANUFACTURED BY APPLICANT: Product ICP Adhesives Polyset®AH-160 ICP Adhesives Foam Dispenser RTF1000 ICP Adhesives ProPack® 30 & 100 Dimensions Test Specifications N/A TA S 101 N/A N/A • • . . • . Produce] sc;iption .. . • . .. . . Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs./ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% 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. MIAMI-DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test A2encv Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 1241.6J96 25-7438-3 SSTD 11-93 • • • • • 10f25r'9� • 25-7438-4 .. ' • • • • • •. . . 25-7438-7 SSTD 11-93 • 11f1?2/95 25-7492 SSTD 11-93 12/12/95 •• 1••• • •••+•• Miles Laboratories NB-589-631 ASTM D 1623 02/Q1/94 • • Polymers Division •. .. • • • • • • Ramtech Laboratories, Inc. 9637-92 ASTM E 108 • • • 04/30/83 •' • . • • • • Southwest Research Institute 01-6743-011 ASTM E 108 • • • 1 JT+§/% 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.I2 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® A.H-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. MIAMI-DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset' AH-I 60 shall be applied in compliance with the Component Application se�tibh and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attacgmesii with therm of ICI Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed le •resisIai! value .. determined in compliance with Miami -Dade County Roofing Application Standards R4 • 2,7, The adlifsive , • attachment data is noted in the roof tile assembly NOA. .... • • 3. ICP Adhesives Polyset' AH-I 60 and its components shall be installed in accordance witlfRbofing Application , , Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and IV•I•auitMtlance $bb%tet. .. .. .. . 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed 4.1C.P. Adhesives and . • • Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to tLe autliorit r having* jurisdiction. • ,•, • • • •5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before Fp:lication 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). 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack® 30 & 100 dispensing equipment only. 7. ICP Adhesives Polyset' AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset® AH-160 has been dispensed. 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. MIAMI-DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Area Minimum Paddy Gram Weight Eave Course -Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles #1 17-23 sq. inches 45 65 •• • • • Flat Profile #2 10-12 sq. inches • • • • • 34 • •• • •Low Profile #2 12-14 sq. inches �,uu •• 3U' ' • • High Profile #2 17-19 sq. inches • • • • • • . 30 • Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at ....1; head of tile 9-11 sq. inches at • overlap • grams pe r paddy • • • • • • , • • ••• • • , • . • Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each • bead 1% grani9brabead �' ..• • •• I •. • • • • • • •. • Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMEDADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ••• � • ••• • •.• • •• • •• ••• • •• ••• • ••• ADHESIVE PLACEMENT DETAIL # 1 tffirvagh plaitk {Axr7rtd 4%-hv, r4QIfit •11$ Nail through plash{ mart 1whei rm+rlrert! Nail through plastic mrp. tt-- (w )en requloe+ll MIAMI-DADE COUNTY APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x ]" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest tolflM¶'erlock of the tile being set. . .' . "" • .. . ... • . . . 2. Continue in same manner. J i. re approx,mately 1. (109.7 cm2) — 23 (148.4 c,2),square ixtch 4dhesiv{ contact with the undersi$eArftlle tile.. .... . . . .. . . .' • • • • • • • • • • Medium Profile / Double Pan The •• • • • • •. • 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile I. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x I" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 keit through plawtic Nm.nt Pwddyl$rnetlhTait 01.1-rn required; Ned through plastic cement (when requiredl Und:rtayrn.nt EL14.4ens Qptiona Law, Cnur . _- PadJy ?Beheads Tilcy Eve: ttot,,r. --- Fascia MIAM -DADE COUNTY APPROVED Flat/Low Profile Tile I Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x I" (25.4 mm) foam paddy onto the underlayment positioned as shownllptder the strengthening rib of the tile.close.st to the pygvilbck of the tile being set. Insure aPPuo.x•imately 17. (1(19.7 cm2) . • — 23 (148.4 cm2) square inolt.adhasive contact with t1 • •:. underside of the tile. • .... • • • 2. At the second course, apply 3 ttlittimum 2" (50.8mm7 • •.• •. x 7" (177.8 mm) x 1" (25.4•trtin''t'oam path r onto tht• • • • underlayment positioned as s'}town under ilie • • strengthening rib closest to:he overlock of tile • being set. • • • 3. Continue in same manner. Insure approxi a1efy 10" (64.5 cm2) - 12 (77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x I" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL 112 (CONTINUED) ata t throw. h pfa.T t ct ko cra. =whrr tcgoirrd? MIAMI-DADE COUNTY APPROVED High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as showtftM4er the pan portion of the tile closet to.the overlock'of the tile being set. Insure approWn.ly 17 (1409_1 or') — • 23 (148.4 cm2) square inch gc)ljtiye contact with the • • underside of the tile. ... • • •• .•.. 2. At the second course, applyaIqirrum 2. (SO 8mm)..:..' x 7" (177.8 mm) x 1" (25.4'rhnr)•foam paddy o;ito the • underlayment positioned as s4tt i under thepan • • portion of the tile closest to'the ov'brlock;gftjttile being set. . •' • ' .. . .. . • • • 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Hal through plastic cement Faddyfberweentiles) ;when required), r` Battensoptional� `�)ti' ° Paddy #under tile, } ' Single paddy r , ♦ ;' on top or tile ~ "'� 4x4in 1,r `"� ` pSingle pad 1 ` ' un er t . \ 'i SinglePaddy ! OM undertayment �`` 2x4in. �i'' 'fr.::,..., 1 4 ` y r `� T- %/ iy' "e Fascia r r /l .7 ~ ti r : %`_ Save Closure Flat/Low Profile Tile Nail through plastic cement (when required) ".-T Battens optional Single paddy on top of tile •-,l Single.paddy on Eave Course Single paddy under die Paddylbetween tiles) / Paddy !under titel 2 in. Eave Closure r !% Fascia Medium Profile Tile MIAMI-DADE COUNTY APPROVED 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile the closest to the overlock of the tite lnitig set. Leave approximately 4" (101.6 ¶ m) Up frond tl 'cave •• • edge free of foam to pre ?er ¶ e expanded idhesi've from blocking the weep )•iol"es' Insure ' • • approximately 17-23 in; S 119.9-148 •i ).of adhesive contact with dig,ppijcrside of j}le•tile • • • • • •• •• •• • • • • 2. Apply a 4" (101.6 mm) .°x 4'° (;01.6 nnrn.) )t 1 " (2514 • •: • mm) foam paddy onto the >erlayntent just belcv� . • • the second course line pdsitioried fo:pfl•p ly • • under the strengthening rib for flat tile,•orunder the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 in2 (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) High PrvflleTile MIAMI-DADE COUNTY APPROVED 3. Also apply a2"(50.8mm) x4"(101.6mm) x3/o" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion °Rite tile, closest to the underlock of thrfirst course•of tile. Install second course of tih! lnstrre appioti ately 9 (58.1 cm2) - 11 (71 cmZ? mot inch athesrve contact with the underside oithe tile at the overlap and 7 (45.2 cm2) - 9 (58.1, cm�� square:ino�: • adhesive contact with th eaLle rside oftl.e.Qi1e at the head of the tile. Contuj ip'same frlajfic:t• • • •• •• • • • •• • •• • • •• • • • • •• • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in in contact with the pan tile. 2) Turn covers upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. Underlayment Eave closure (motar shown) Weephole Fascia Board Steep pitch applications (when required) Sheathing Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile MIAMI-DADE COUNTY APPROVED Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25e40xm) foam • paddy onto the underlrynlci- t positiened as • shown under two adjactfit pfin tiles •SMort eave • • tiles from rocking unt1?14! ive hag% clfance tb • • • cure. • • • • • • • • • 2. Continue in same mantle r li)jnging tupan courses up toward the.‘itlg 'Insure • • • ; approximately 65 (418.4igh2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. • • • • • • • • • • • •• • •• • •• • • • •3. Turn covers upside down exposing fife underside of the tile. Apply a minimum I" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 M IAM I•DADE 774 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy .... • • .•.. • ... •• . . This NOA is being issued under the applicable rules and regulations governing the use of construction matei Is The • documentation submitted has been reviewed and accepted by Miami -Dade County RER - Procjol ,Control,Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdicfiioit•(A•HJ). . . . • . • .. • • .• • • .... This NOA shall not be valid after the expiration date stated below. The Miami -Dade County p4-84hiet Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the•rilllt•to have this •• product or material tested for quality assurance purposes. If this product or material fails to perform -Pin thenc c .erred • • • - • • manner, the manufacturer will incur the expense of such testing and the AHJ may immediatejy rwUjce, mdtlify, or •. suspend the use of such product or material within their jurisdiction. RER reserves the right td tevoke this ttadptance,' 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: BORAL TileSeal LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renewes NOA#13-1113.05 and consists of pages 1 through 4. The submitted documentation was reviewed by Freddy Semino MIAMI-DADE COUNTY APPROVED NOA No.: 17-0530.10 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 1 of 4 . ROOFING COMPONENT APPROVAL Category: Sub -Category: Material: Roofing Underlayment SBS PRODUCTS DESCRIPTION: Product BORAL TileSeal Dimensions 36" x 36' rolls 36" x 72' rolls MANUFACTURING LOCATION: 1. Brentwood, NH EVIDENCE SUBMITTED: Test Agency Underwriters Laboratories, Inc. IRT-Arcon, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. PRI Construction Materials Technologies, LLC. MIAMI-DADE COUNTY APPROVED Test Specification TAS 103 ASTM D 1970 Test Identifier R14610 02-012 NEI-006-02-01 NEI-008-02-01 NEI-045-02-01 NEI-053-02-01 NEI-076-02-01 NEI-034-02-02 Product Detcrivtion ••. • • ..•. SBS self -adhering asplj ill is�iget matrr2a1 with a white glass re -enforced pp:Icster surfacing fabric; for use as an underlaymeut in sloped rood assemblies. •••••• • •• •• • . . • • • • • .• • Test Name/Report Follow up Service TAS 103 TAS 103 TAS 114 (H) ASTM D 4798 & ASTM G 155 ASTM D 4798 & ASTM G 155 TAS 103 / ASTM D4798 ASTM D 1970 .... •. • . •• • • • • • •• • •. . ..• • Date 03/28/02 02/28/02 04/01/02 07/30/02 08/08/07 05/01/08 02/14/11 01/29/13 NOA No.: 17-0530.10 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated Deck Description: System E(1): Base Sheet: Membrane: 15/32" or greater plywood or wood plank Anchor sheet mechanically fastened deck, membrane adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" hi2d tip and a 6" end lap mechanically fastened to deck with approved nails and tin c'�psb"p.c. at tht'ltps and • two staggered rows 12" o.c. the field of the roll. .. • • One or more plies of BORAL TileSeal Underlayment with a minimum 1';kiead lap and npnimuret 6" end lap. Place the first course of membrane parallel to the eave, rolling the'memhrane to obtain maximum contact. Remove the release membrane as the membsao •isppli ed! •Vt� ical strapping of the roof with BORAL TileSeal Underlayment is acceptablef AN end laps•and'laps • without black selvage area shall be sealed under lap using an SBS modjiitniastic. Note: When used in Tile roof systems BORAL TileSeal Underlaymentj shalt be bactC nailed to • deck with approved annular ring shank nails and tin caps at a maximum 6" o.c. at tht side taps. No nails or tin caps shall be exposed. Surfacing: Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. MIAMI DADE COUNTY APPROVED NOA No.: 17-0530.10 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. ." • • • •... a temporary roof fof .1phggr than. I SD. days of . • . . . . ..• . • 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 whtftRflts are loaded direc:ly...: to the BORAL TileSeal underlayment; loading boards or battens are required on roof pielles greater:hat►:6:12". ' • 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed aparp.v1 of thip aduct wit..• specific prepared roofing products. .. .. .. • 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 5. BORAL TileSeal underlayment shall not be left exposed as application. . 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acc�ptai�.r listing • BORAL TileSeal underlayment as a component part of an assembly in the Notice o f itccrptance.. If BOR41t,• • •: TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdictio$.(,p; 15) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. 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. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment, and sealed using an SBS modified mastic. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below . . . . • . MIAMI-DADE COUNTY APPROVED END OF THIS ACCEPTANCE MIAMI-DADE COUNTY APPROVED NOA No.: 17-0530.10 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 4 of 4 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Sun-Tek Manufacturing, Inc. 10303 General Drive Orlando, FL 32824 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy .... SCOPE: . • '....' This NOA is being issued under the applicable rules and regulations governing the usaof aonstruccionu • materials. The documentation submitted has been reviewed and accepted by Miami-iM•County li 'R+ Product Control Section to be used in Miami Dade County and other areas where alkMeh by the Authority Having Jurisdiction (AHJ). • • • • • • • • • • •�• • • • This NOA shall not be valid after the expiration date stated below. The Miami-Dadt•tt ty Prcich t•Contro• • } • • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade•Cotifity) reset% tht right to have this product or material tested for quality assurance purposes. If this prr8ulf br material fails to perform in the accepted manner, the manufacturer will incur the expense of such:testing and tie•1 U may immediately revoke, modify, or suspend the use of such product or material withirj . hea- jurisdj •tion. REP reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Protlipit •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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Hurricane Self Flashing (HSF) Aluminum Skylight APPROVAL DOCUMENT: Drawing No. HSF-002, titled "HSF", sheets 1 and 2 of 2, dated 01/27/2001, prepared by Sun-Tek Manufacturing, Inc., signed and sealed by James D. Wells, Jr., P.E., on October 06, 2017, bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modeUseries and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #15-0513.07 and consists of this page 1 and evidence submitted pages E-1 & E-2 as well as approval document mentioned above. The submitted documentation was reviewed by H imy A. Makar, P.E., M.S. 1 MIAMI-DADE COUNTY APPROVED • 02/Z1.11-0/8 NOA No. 17-1023.19 Expiration Date: 01/10/2021 Approval Date: 02/22/2018 Page 1 • • • • • Sun-Tek Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. HSF-002, titled "HSF", sheets 1 and 2 of 2, dated 01/27/2001, with revision dated 12/15/2010, prepared by Sun-Tek Manufacturing, Inc., signed and sealed by James D. Wells, Jr., P.E. B. TESTS "Submitted underNOA # 11-0104-09" •••• 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • • • • 2) Uniform Static Air Pressure Test, Loading per FBC f45 6,;02-94 , • • •: • • • 3) Water Resistance Test, per FBC, TAS 202-94 • . • • 4) Large Missile Impact Test per FBC, TAS 201-94 •••• • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 2034•••• • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94: • •: • • •: • • • along with marked -up drawings and installation diagram of HSF PoIyearlibnate Aluthinufi • Fixed Skylights, prepared by National Certified Testing Laboratories,x inports No'210- •. 3716-1, dated 11/22/2010, with a revision dated 03/07/2010, signed and sealed by esard.J. • • Ferrara, P.E. • • • •• • •• • • • •• • •• • C. CALCULATIONS "Submitted under NOA # 11-0104-09" 1. Anchor calculations prepared by J & L Wells Consulting LLC, dated 01/04/2011, signed and sealed by James D. Wells, Jr., P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-0110.04 issued to Palram Americas, Inc. for their "Corrugated and Flat Polycarbonate Panels", approved on 02/23/2012 and expiring on 01/22/2016. 2. Notice of Acceptance No. 08-0305.02 issued to SABIC Innovative Plastics for their "Lexan Sheet Products" approved on 04/24/2008 and expiring on 07/17/2013. 3. Notice of Acceptance No. 10-0329.03 issued to Sheffield Plastics, Inc., for their "Makrolon Polycarbonate Sheets" approved on 07/07/2010 and expiring on 08/27/2012. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC issued by J & L Wells Consulting LLC, dated 04/25/2012, signed and sealed by James D. Wells, Jr., P.E. "Submitted underNOA # 11-0104-09" 2. Statement letter of code conformance with FBC 2007 and no financial interest issued by J & L Wells Consulting LLC, dated 03/17/2011, signed and sealed by James D. Wells, Jr., P.E. E i-A( dlt7z-- 4..r.r. my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-1023.19 Expiration Date: 01/10/2021 Approval Date: 02/22/2018 Sun-Tek Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #15-0513.07 A. DRAWINGS 1. Drawing No. HSF-002, titled "HSF", sheets 1 and 2 of 2, dated 01/27/2001, with revision dated 05/04/2015, prepared by Sun-Tek Manufacturing, Inc., signed and sealed by James D. Wells, Jr., P.E. ....• B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County, Regulatory and Economic Resources 1 epetr¢nent • . • • • •• • .... . . • • • • • .•• • . . . . • • • . . .... • . • .. • • •• • • E. MATERIAL CERTIFICATIONS • • •• •. • ••••• •• • 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2014 FBC issued by J & L Wells Consulting LLC, dated 05/05/2015, signed and sealed by James D. Wells, Jr., P.E. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS • 1. Drawing No. HSF-002, titled "HSF", sheets 1 and 2 of 2, dated 01/27/2001, prepared by Sun-Tek Manufacturing, Inc., signed and sealed by James D. Wells, Jr., P.E., on October 06, 2017. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County, Regulatory and Economic Resources Department (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2017 FBC issued by J & L Wells Consulting LLC, dated 10/06/2017, signed and sealed by James D. Wells, Jr., P.E. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-1023.19 Expiration Date: 01/10/2021 Approval Date: 02/22/2018 E -2 Engineer of Record: lames D. Wells, Jr.. P.E. Professional Engineer No. 53616 PART NAME: PRODUCT DRAWING OUTER DOME .093 POLYCARBONATE (Palram Palsun, Sabic Lexan 9034 or SHeffield Makrolon) DECO CLIP .060 6063 T-6 ALUMNIUM STI-217 — INSULATED AIR SPACE — BUTYL SEALING TAPE (CONTINOUS) DESIGN PRESSURE RATING +- 60 PSF LARGE MISSLE IMPACT RESISTANCE STS 1000 SEALANT CONTINOUS UNDER FRAME AROUND PERIMETER OVER HEADS OF SCREWS 0 20" MINI 1/4" PROTRUSION THROUGH ROOF DECK REVISION'. REVISION ROOF DECK MIN R" THICKNESS 1 & I. Vdells Consulting LLC 1453 Arhilus Circle Oviedo, FI. 32765 (407) 496-5189 Certificate of A uthnrizatinn No. 27162 i SHEET 1 OF 2 DRAWN BY: L. B. REED SILCONE DOME IR' (CONTINOU INNER DOME .080 POLYCARBONATE (Palram Palsun, Sabic Lexan 9034 or Sheffield Makrolon)) ----INSULATION OR AIR SPACE PVC LINER STI-300 COMPLY WITH SECTION 2613 OF THE F.B.C. NOTE (1) ALL ROOF DETAILS SHALL COMPLY WITH CHAPTER 15 OF THE 2017 FLORIDA BUILDING CODE. (2) 4" MINIMUM DISTANCE FROM ANGLE LIP TO ROOF SURFACE FOR SHINGLES OR B.U.R.•• • WITHOUT INSULATION. FOR INSULATION • AND TILE ROOF ADD TILE HEIGHT AND • INSULATION THICKNESS TO THE 4" MINIMjJ • • • • • • • • • • HEIGHT. #8 X 1" PHILLIPS PAN HEAD r! 3616 cr- g7�°(7- i btu z AT OF Ov"$4rJ��\Z liji)11\\\ DWG.N:HSF-002 #6X314"HEX HEAD SELF -DRILLING 8 PER SIDE / DECO RING .050 / 6063 T-5 ALUMNIUM STI-208 FRAME .080 6063 T-6 ALUMNIUM STI-207 CORNERS MITERED AND WELDED • • • • • • • • • • IDAT1: 2.15.10 INI DAT[ PRODUCT NAME: NSF ,DATE:01/27/01 I SCALE: DWG No. HSF-002 ••• • • • • • • ES, com;)f; in„ will::l- . Buticlitll,; Co-4.to �/ q . / No! (11(Zz I/ / I / f 4� rnducr (. .4ianti is 8.PE:iS1DE— . • • • • • • • • • • • • • •• •• • • • • • • •SUN-`TEK MANUFACTURING, INC. 10303 GENERAL DRIVE ORLANDO. EL 32021 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • . 02r' PART NAME: PLAN VFW HSF 0 In 4.00 6.75 —� �— 6.75 54.50 Engineer of Record: James D. Wells, Jr., P.E. Professional Engineer Nn. 53616 I 6.00 — 0.63-1 0 00 32 FASTENERS FRAME TO DECK HSF 4646 CL SYMETERICAL 32 FASTENERS D♦rCO RING TO FRANE MODEL 4646 3046 3636 2246 2222 FASTENER SCHEDULE FRAME TO DECK #8 X 1 PHILLIPS PAN HEAD SCREWS PER LONG SIDE PER SHORT SIDE 8 8 8 7 8 5 6 ‘11stiu1/// I&1.Wells ConsulLingLLC N• I'," ,�CEN8 •.,4,/l// 1453 Arhitus Circle k /r Oviedo, F1, 32765 (407) 496-5489 Certificate of Authorization No. 2716= 0 53616 tad= (D (nl?-0r} Ato SHEET 2 OF 2ATE OF DRAWN BY: L, B. REED /'/, .. 4 �LSYP . 7�� I DWG.#:HSF.002 NOTE /�/`�� \\' (1) ALL ROOF DETAILS SHALL COMPLMM-1 1111��\ CHAPTER 15 OF THE 2017 FLORIDA BUILDING CODE. (2) 4" MINIMUM DISTANCE FROM ANGLE LIP TO ROOF SURFACE FOR SHINGLES OR B.U.R. WITHOUT INSULATION. FOR INSULATION AND TILE ROOF ADD TILE HEIGHT AND INSULATION THICKNESS TO THE 4" MINIMUM HEIGHT. 4.00 MIM. LIP TO _I ROOF SURFACE POLYCARBONATE DOME .093 THICK (Palram Palsun, Sheffield Makrolon or Sabic Lexan 9034)) POLYCARBONATE DOME .0B0 THICK (Palram Palsun, Sheffield Makrolon or Sabic Lexan 9034) DESIGN PRESSURE RATING +- 60 PSF _ LARGE MISSLE IMPACT RESISTANCE FASTENER SCHEDULE DECO RING TO FRAME 46 X 3/4 HEX HEAD SELF DrLLItdG •SCI2EiN5) • MODEL PER LONG SIDE • • PEitSfeI T 4646 8 3046 8 3636 2246 7 8 • • • •8 • •• 6 • 7 5 REVISION DA1 E. REVISION' INI, DATE' PRODUCT NAME. HSF DATE:01/28/01 rSCALE: 2222 •• • • • • • • .• • :• DWG No. HSF-002 • • • • • • • 5 • PRIOL1 ;CT as cnrn,'d i;I , v,- th t1 �(31y� 1Tns; (2.,'Jc •Axe, i me'e No) Z •;,bp; a:ar.hoo •I3)7 mi., Du )(fuckContro •.• • • • • • • • • S N-TE K INDUSTRIES, INC. •• • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • in. 1 iovui:. —I Z-3.161 10303 GENERAL DRIVE ORLANDO, FL. 32824 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE AD1411NJSTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Birdview Skylights, D.B.A. Guy E. Bird Enterprises, LTD 201 Longhorn Road Ft. Worth, TX 76179 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 ► ww.miamidade.eov/economy .... • • • .... • .. . SCOPE: • This NOA is being issued under the applicable rules and regulations governing the use of CQRstftMion mat&rials The documentation submitted has been reviewed and accepted by Miami -Dade County RE.R'P?'aduct Ceat'bt Section to be used in Miami Dade County and other areas where allowed by the Authority 13SSinv Jurisdiction (AHJ). . . .. .. .. • • ... • . . .. . . . . This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count ifroduct Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Count) reserve tha a glitrto have this product or material tested for quality assurance purposes. If this product or matergil.ftut to perk rrtl in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may imMvjiately 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 detennined 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CMDADE Skylight APPROVAL DOCUMENT: Drawing No. CMDADE08, titled "Large Missile Impact Resistant", prepared by Birdview Skylights, sheet 1 of 1, dated July 11, 2007, with no revision, signed and sealed by Scott Wolters, P.E., on July 17, 2017, bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved or MDCPCA", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA #15-0415.09 and consists of this page 1, evidence submitted pages E-1, E- 2, & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIAMI•DADE COUNTY APPROVED 'Len NOA No. 17-0807.27 Expiration Date: 01/07/2023 Approval Date: 09/28/2017 Page 1 Birdview Skylights, D.B.A. Guy E. Bird Enterprises, LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0117.02 A. DRAWING I. Drawing No. CMDADE, titled "Birdview Skylights", prepared by Birdview Skylights., sheet 1 of 1, dated 06/28/99, with no revision, signed and sealed by Scott Waldess, P.E. • • •. . .... • B. TEST •• •• • ••• . •. 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 • • • 2) Uniform Static Air Pressure Test, Loading per.t73C TAS.202 ,94 3) Water Resistance Test, per FBC, TAS 202-94'•. •.' 4) Large Missile Impact Test per FBC, TAS 201•-9.'• • • •• • • •• . 5) Cyclic Wind Pressure Loading per FBC, TA3 20s'94 •' • along with marked -up drawings and installation of the Birdview"yZhts, Rrepared . • by Hurricane Test Laboratory, LLC, and Test Report No. T180.070?•-07, d tt2tl• • • • . 08/22/07, signed and sealed by Vinu J. Abraham, P.E. • •• •• . . • .. . C. CALCULATIONS 1. Anchor calculations prepared by Wolters Engineering, Inc. dated 12/18/07, signed and sealed by Scott Wolters, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATION 1. None. F. STATEMENTS 1. Test Compliance and no financial interest statement issued by Hurricane Test Laboratory, LLC, dated 08/22/07, signed and sealed by Vinu J. Abraham, P.E. 2. Code compliance letter issued by Wolters Engineering, Inc. dated 01/04/08, signed and sealed by Scott Wolters, P.E. 3. No financial interest letter issued by Wolters Engineering, Inc. dated 01/04/08, signed and sealed by Scott Wolters, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0811.09 A. DRAWING 1. Drawing No. CMDADE08, titled "Large Missile Impact Resistant", prepared by E. Bird, sheet 1 of 1, dated July 11, 2007, with no revision, signed and sealed by Scott Wolters, P.E., on October 31, 2011. �elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0807.27 Expiration Date: 01/07/2023 Approval Date: 09/28/2017 E-1 Birdview Skytiahts, D.B.A. Guy E. Bird Enterprises, LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TEST 1. None. C. CALCULATIONS 1. None. • • • • •••• • • • • D. QUALITY ASSURANCE • 1. By Miami -Dade County Department of Permitting, Environment, arrrl•Regulator-y. Affairs. E. MATERIAL CERTIFICATION 1. None. F. STATEMENTS •.•• • • • • •••• • • • •• •• • • . • •••• • . • •• • • • • • • • • • 1. Code compliance letter issued by Wolters Engineering, dated Octoba 32, 201 A• • signed and sealed by Scott Wolters, P.E. • • • 2. Certificate of Filing with the State of Texas, dated August 09, 2011, signed by Hope Andrade, Secretary of State. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-1126.11 A. DRAWING 1. Drawing No. CMDADE08, titled "Large Missile Impact Resistant ", prepared by E. Bird, sheet 1 of 1, dated 07/1107, no revision, signed & sealed by Scott Wolters, P.E., on 10/31/11. B. TEST 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIIFICATION 1. None. F. STATEMENTS 1. FBC 2010 Code compliance letter issued by Wolters Engineering, dated November 19, 2012, signed and sealed by Scott Wolters, P.E. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0807.27 Expiration Date: 01/07/2023 Approval Date: 09/28/2017 E-2 • • Birdview Skylights, D.B.A. Guy E. Bird Enterprises, LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 15-0415.09 A. DRAWING 1. Drawing No. CMDADE08, titled "Large Missile Impact Resistant", prepared by Birdview Skylights, sheet 1 of 1, dated July 11, 2007, with no revision, signed and sealed by Scott Wolters, P.E., on June 12, 2015. • • • • •••• • • • B. TEST " • "' • • • •• • 1. None. • C. CALCULATIONS .••• • • •••• • • • • • • • • • • 1. None. ••.• • • • • • D. QUALITY ASSURANCE • • •• • • . •• • 1. By Miami -Dade County Department of Regulatory and Economic ke,ourcep• • • E. MATERIAL CERTIFICATION 1. None. • • • • • • .• • •• • • • . . • •• • F. STATEMENTS 1. FBC 2014 Code compliance letter issued by Wolters Engineering, dated March 31, 2015, signed and sealed by Scott Wolters, P.E. 5. NEW EVIDENCE SUBMITTED A. DRAWING 1. Drawing No. CMDADE08, titled "Large Missile Impact Resistant ", prepared by Birdview Skylights, sheet 1 of 1, dated July 11, 2007, with no revision, signed and sealed by Scott Wolters, P.E., on July 17, 2017. B. TEST 1. None. C. CALCULATIONS I. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATION 1. None. F. STATEMENTS 1. FBC 2017 Code compliance letter issued by Wolters Engineering, dated July 17, 2017, signed and sealed by Scott Wolters, P.E. elmy A. Molitor, P.E., M.S. Pro uct Control Section Supervisor NOA No. 17-0807.27 Expiration Date: 01/07/2023 Approval Date: 09/28/2017 E-3 • B" 6 1/2" 1.50" 3.250" 4" MINIMUM SEE GENERAL NOTES / % / i ; / / / %- / ROOF DECK .150 .150 1 IT 320 .070 All aluminum shall be 6063 T5 alloy fully mitered and heliarc welded al corners. 1195 Scale: Full OUTSIDE CURB DIMENSION (C)CD) 60 1/2" X 118 1/2" MAX -------- 2.330 065 r. .613 r.750-1 1.171 Scale: Full 094 100 100-(F 25 II(—JT1 .325 .3751 —'.072 2.250 OUTER PCLYC4RBGYJATE DOME (GE LEXAN X1.10 OR St IFFFEILI) MAKROLON GI-) .110" T1 PCd< INNER POLYCARBONATE DOME (GE LEXAN 9034OR SHEFFEILD MAKROLON GP).100" THICK 3.E. SILICONE ADHESIVE SEALS(SCS 1000) #10 X 1" HWHSD WITH NEOPRENE WASHER LOCATED 4" FROM EACI I CORNER AND, 10" MAX ON CENTER THEREAFTER .070" EXT. ALUMINUM ANGLE(6063-T5) CONTINUOUS 101-64 SANTOPRENE RUBBLR GASKET CONDENSATE GUTTER #10 X 3/8 STAINLESS STEEL HWFISMS LOCATED 4" FROM EACH CORNER AND, 10" MAX ON CENTER THEREAFTER .072 EXT. ALUMINUM CLIRB FRAME (6063-T5) - — #14 X 1" LAG SCREW (BY OTHERS) LOCATED 4" FROM EACH CORNER AND, 10" MAX ON CENTER THEREAFTER (SEE LAYOUT BELOW) — CURB AND ROOFING (BY OTHERS) ni;ihiioo rod, l7_.4$07.7-7 ,.,:r,irn„„rn,ic ol..o.7. 7.0Z7 10 Spaces @ 10" On Center Max. a 0 •• - • • • • • • • • • 4" Vyp) Earl direction • • • 1 •t cash comes• • J • • 9• • • • • • • • • • •• • •• • • • • •• • •• • • • • FasteRer Layol}t' • • • • • Scale: N/A _._• • • • • • • •• ••• • • • • • •• • • • • • OOOOO •• • • • •• • I IPf1/IF\A/ SKY 1-.1(.3HT` a DOA of Guy I_ Dird Enlerprises, 201LONGHORN RD. FT. WORTH TX. 76176 P11.817-439-0266 Fx.817-232-8468 DRAWING# CMDADE08 SIIFrT I OF I DRAWN BY: E. BIRD DATE: 07/11/2007 SCALE: FULL and NOTED DESIGN PRESSURES Posiliva + 60psf Negative - 100psf LARGE MISSILE IMPACT RESISTAN OO • -oATE. OF "';(T' 44,11_1 7 a&7 . SCOIf" I,(8/ TERS FLPE# 62354 WOLTERS ENGINEERING, INC (COA# 27194) 15211 97TH ROAD N WEST PALM BEACH, FL 33412 (561) 225-1982 GENERAL NOTES 1. THIS SKYLIGHT MEETS THE HVHZ PROVISIONS OF THE 6TM EDITION (2017) FLORIDA BUILDING CODE. 2. 4" CLEAR MINIMUM REQUIREMENT' FOR SHINGLE & BUR WITHOUT INSULATION. FOR INSULATION AND TILES ADD THE. INSUATION THICKNESS AND THE TILE HEIGHT TO 4" 3. WEEP HOLES ARE NOT REQUIRED. 4. THE CURB (BY OTHERS) SHALL BE PROPERI.Y DESIGNED AND ANCHORED TO THE STUCTt1RE ANDIOR TRUSSES. • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • ••J • • • • ••• • • • • • • • • • •• •• • •