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RF-16-1740
Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax:(305)756-8972 Inspection Number: INSP-261560 Permit Number RF-6-16-1740 Scheduled Inspection Date: October 13,2016 Permit Type: Roof Inspector. Mesa,Michel Inspection Type: Final Roof Owner: DAVIS III,GEORGE Work Classification: Tile/Flat Job Address:250 NW 111 Terrace Miami ShotesFL 33168- Phone Number Parcel Number 1121360010620 Project: <NONE> Contractor: CITY ROOFING AND CONSTRUCTION INC Phone: (305)248-2994 Building �omments_ Infractio RE-ROOF TILE AND FLAT INS CTOR COMMIEM False Inspector Commenta Passed Ell Failed El Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee Is paid October 12,2016 For Inspections please calk(306)762-4949 _ Page 2 of 19 TAS 106 TEST RESULTS REPORT GENERAL INFORMATION Testing Agency Name: A+ Engineering Testing Lab, LLC. Certification No. 16-0413.03 Address: 7066 SW 44 St Miami F133155 Telephone: 305-668-5792 Fax: 786-513-3754 Email: aulusetl(-Wahoo.com Representative Name: Eng. JAIME REYES Title: P.E# 71460 SITE SPECIFIC. INFORMATION Roofing Contractor: CITY ROOFING Permit#: RF 16-1740 Job Address: 250 NW 111 TER, MIAMI SHORES, FL 33168 Contact. Name: CANDY PH: 305-248-2994 Owners Name: ROBERT MORALES Type of Tile: EAGLE MALIBU Date Installed: Roof Height: 12 feet Roof Pitch: 3/12 Job Access: LADDER Gate: NO Approximate Square Footage of Roof. 20.17 ft 2 Date Tested: 10/11/16 Required Testing Force: 35 LBS Testing Equipment: M2-100,S-3741465 TEST LOCATION PASS FAIL CORNER 07 - PERIMETER 26 - RIDGE 17 - FIELD 33 - TOTAL: S3 - CP 0 p o fQI"IA OF PROTOCOL PA 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. T RFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY,WITH NO DEVIATIONS THIS�I R I11�vA&T �ITEED IN CASE OF NATURAL DISASTERS. A+ Engineering Testing Lab ROOF DIAGRAM 250 NW 111 TER, MIAMI SHORES, FL 33168 (PERMIT#RF 16-1740) �Z co �• m m ,A c ti ti A M try co 1� r Ln w � ti r Ln w ;2 ti � ca cNp et � ti N W r-- y� � pppp r LC9 en N t 1N19 i N o 7066 SW 44 St Miami FL 33155 PH: 305-668-5792 Fax: 786-513-3754. aplusetl@yahoo.com AFFIDAVIT OF COMPLLAUNCE WITH ROOF DECKING ATTACHMENT AND SECONDARY WATER BARRIER HURRICANE MffiGATioN RETROFIT FOR EXISTING SITE-BuiLT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT To Swum 553.84 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, F1 33138 Re: Owner's Name cleow il S Property Address wLl *Tff Roofing Permit Number 70V Dear Building Official: I �Aa tOV6010j—p certify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the"Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Structures" adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. Qualifying Agent Si 1-km`t o 4::?A Print Name STATE OF FLORIDA COUNTY OF MIAMI-DARE Sworn to and subscribed before me this !E day of 201 LP (SEAL) Jacqueline Espinosa C=miszion#FF 070372 �Persnnatly kuo%am ;dao Expires:Nov.13,2017 or Produced Identificafion wwwAARGINNOTARYcom MR- Peri,tit f V Q� `5 t� Miami Shores Villagef Ell 10050 N.E.2nd Avenue NW Era''' k�5�# jIOt7 Miami Shores,FL 33138-0000 Phone: (305)795-2204 � � � � -a. ,�_> ,,•„ .. ., 01j Expiration: 12/26/2016 Project Address Parcel Number Applicant 250 NW 111 Terrace 1121360010620 GEORGE DAVIS III Miami Shores, FL 33168- Block: Lot: Owner Information Address Phone Cell GEORGE DAVIS III 250 NW 111 Terrace MIAMI SHORES FL 33168-3325 Contractor(s) Phone Cell Phone $ 21,100.00 Valuation: CITY ROOFING AND CONSTRUCTION (305)248-2994 (305)218-7901 __.T ._.... , .___... _• _....__ .,a___.__ Total Sq Feet: 2288 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF TILE AND FLAT Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-6-16-60298 CCF $13.20 06/22/2016 Check*2689 $50.00 $803.20 DBPR Fee $4.50 DCA Fee $4.50 06/29/2016 Credit Card $803.20 $0.00 Education Surcharge $4.40 Bond#:3126 Permit Fee-New Roof $300.00 Scanning Fee $9.00 Technology Fee $17.60 Total: $853.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermor orize the above-named contractor to do the work stated. June 29, 2016 Authorize re:Owner / Applicant / Contractor / Agent Date Building Department Copy June 29,2016 1 0� 0'1 Miami Shores Village - -� Building Department JUN t 12°'� 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: - Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 %L4 BUILDING Master Permit No. �b L PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC �OOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING F-� MECHANICAL PUBLIC WORKS E] CHANGE OF E] CANCELLATION EJ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ISO N W 111 TER City Miami Shores County Miami Dade Zip: 33 0 Folio/Parcel#: 11- 2 1 3le- QD1 00-0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: /Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): VI f,0 f, VCAyIS Phone#: 3�s--jsg y) HOZ Address: 2S u N W W T city: M�Qmi '� S1 r-ts State: - Zip: 33) I�O� Tenant/Lessee Name: IJ Ar Phone#: N /A' Email: n(an GY d 25D e Q O I- CoIM CONTRACTOR:Company Name: iij R00-66Q Phone#: D5 2�Q 2�a Address: 22 D SyU ` ::l2 er City: M i Gtrn'% State: �L Zip: Man 31 Qualifier Name: 1�`a n 0 �''arnada Phone#:,3 State Certification or Registration M C C C 132 381 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State. Zip: Value of Work for this Permit:$ 2.11 100 • OD Square/Linear Footage of Work: Z ,'L 8 O Type of Work: ❑ Addition ❑ Alteration ❑ New t� Repair/Replace ❑ Demolition Description of Work: Rf-r00-F -Tile E F-1014 1-0U-F Specify color of color thru tile: E a q If- Mal 1 bLt Color , J-u n D Submittal Fee$ Permit Fee$ ,P�) Z G 0 CCF$lJ/° � O CO/CC$ Scanning Fee$ Radon Fee$ i4. GO DBPR$ T' •(3 Notary$ Technology Fee$J in Training/Education Fee$ L4, q0 Double Fee$ 30 Structural Reviews$ Bond$ ��® ,ck�' TOTAL FEE NOW DUE$ 30 � - (Revised02/24/2014) 80-?�, z—v 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 Signature C(WN or AGENTCTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of StnYk-e, ,20 LO ,by day of Suns, ,20 � �P by C��,Orge, iciy 1 s ,who is personally known to ( 06b '15-(tM"R who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: _ Print: lacq uplint /► c O_ m Print: —Ewo t 6,sen "'P PGs Jacque'ne Espimosa Seal: •,,,,,, Seal: o:: e Cmm; 070372 e•``� Y syr!.Jacquoun® �plaasa e_ _ sston vF lendFF070372 a9 o'c Expires:Nov.13,2017 w%: °'y a„o`er VwwAaQX 0TAXU= Expires:N .13,2017 *�x�x*�x*�x�t*****aR "•* �x� *s�*�**w*x���x�x�x��x**����x�****����x+�ix���x�rrr+�*+�*��*+��+�*�r*���*�a*�x*�*��x G I% APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ' 1 ♦S�OR932 Miami Shores Village all p191 Building Department 10050 N.E.2nd Avenue p�R,�A 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: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: C)%_20cae 7yu, l S Property Address: Roofing Permit Number: Dear Building Official: Icertify that I am not required to retrofit the roof to wall connections of my building because: \AThe just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. ❑The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of the South Florida Building Code(1994 SFBC) AL Si natu g r�� `•�c��gqueline F,spinosa Ccramission#;;070372 "-,;�=•F�'o�;�Expires:Nov 13,2017 State of Florida °""""` WWWAMORNareaY.m County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of 1 )nL 20l D Notary Public,Sate of Florida at Large • 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 FFI *€,,tea➢ : ::,... CEu W ' € .., PROPERTY Summary Report Generated On:6/8/2016 Property Informations Folio: 11-2136-001-0620 250 NW 111 TER Property Address: Miami Shores,FL 33168-3325 t , Owner GEO E DAVIS III&W NANCY Mailing Address 250 NW 111 TERR MIAMI,FL 33168-3325 Primary Zone 0700 SGL FAMILY-1551-1700 SQ Prima Land Use 0101 RESIDENTIAL-SINGLE E eye t{s s xs ry FAMILY: 1 UNIT Beds I Baths I Half 2/2/0 Floors 1 �� Living Units 1 � Actual Area 2,012 Sq.Ft _ Living Area 1,492 Sq.Ft Adjusted Area 1,604 Sq.Ft Taxable Value Information Lot Size 7,500 Sq.Ft 2016 2015 2014 Year Built 1952 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2016 2015 2014 Taxable Value $31,2671 $30,7031 $30,063 Land Value $134,829 $134,829 $80,514 School Board Building Value $111,638 $111,638 $108,751 Exemption Value $25,000 $25,000 $25,000 XF Value $720 $584 $592 Taxable Value 1 $56,267 $55,703 $55,063 City Market Value $247,187 $247,051 $189,857 $500001 $50,000 $50,000 Assessed Value $81,267 $80,703 $80,063 Exemption Value Taxable Value $31,267 $30,703 $30,063 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $31,267 $30,703 $30,063 Cap Reduction $165,920 $166,348 $109,794 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Homestead 12/01/1984 $50,000 12365-3450 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). Short Legal Description NEW MIAMI SHORES ESTS PB 51-80 _ LOT 14 BLK 3 LOT SIZE 75.000 X 100 OR 12365-3450 1284 1 The Office of the Property Appraiser is continually, !ting 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.,, I disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: � f f� OOF ASSEMBLI qlitlbFTO S �`° ^ Rorl a Building Code 5th Edition(2014) �e Hi �N ty Hurricane Zone Uniform Permit A icati n F $S' 4 r Section A(General Information) No. � Process No. Contractor's Name 11 ,lob Address ROOF CATEGORY 6 Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tiles 17 Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes � ❑ Prescriptive SUR-RAS 150 ROOF TYPE ❑ New roof Cl Repair ❑ Maintenance Reroofing G Recovering ROOF SYSTEM INFORMATION 0000 Low Slope Roof Area(SF)2� Steep Sloped Roof AREA(SSF}ZDi� Total(SF): 2�� 0000 ••" ' '�• •••• 4 Section B(Roof Plan) •••:'• :..•L Sketch Roof Plan:Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and ov�r��,w draiesAnclede dim�n- I sions of sections and levels,clearly Identify dimensions of elevated pressure zones and location of�iIr�apets. " ' .. .. . .• ••.• . ...4 • i 2 • r Pr e9� it 6` i a FLORIDA BUILDING CODE—BUILDING,5th EDITION(2016) 15,37 p ! ' Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED};accessed by Mew Palacio on Jun S,2015 10:32::12 AM pursuant to License f Agreement.No further reproductions authorized. f 0000 0.000• 0000 •• • • • • • 0000 • •• • • • • 0000•• • •• 0000•• • 066 •0.00• • • • • • •••0• • of •00.0• • 0 • • • •••••• •• • :00:0 • •• gg tea, 0 • • 0000•• 0 • • • •0 0 0 0• 0:0..: • • ...,,._....�•. sRr. me3fs • • • •� 9 • • 0000 •,; •• �► • • • t • w • �`6 f N'ection C i MIALr[imAt71e'F t Miami-Dade County HVHZ Electronic Roof Permit Form .l Section C Page(Low Slope Roof Systems) "LB��i'o�r�Trry Ess�d�rrrc��srn �.Ja;;,• Fill in the specific roof assembly components.If a component is not required,insert not applicable(n/a)in the text box. ROOF SYSTEM MANUFACTURER: I GAF Top Ply: N/A FL16730R5 W.36 Product Approval (NOA): � System Type: Top Ply Fastening/Bonding Material: Wind Uplift Pressures,From RAS 128 or Sealed Calculations: N/A (P1) Field: -42.8 psf Surfacing:I N/A SINGLE PLY MEMBRANE: (P2) Perimeters: .-71.7 . psf Single Ply Manufacturer/Type: (P3)Comers: A08 11 psf EverGuard TPO Maximum Design Pressure From NOA: -97.5 psf Single Ply Sheet Width: 1/2 Sheet Width: " Roof Slope: •5 fNAX 11:12 Roof Mean Height: 12 ft. No.of Single Ply 1/2 sheets: ._____ ' Parapet Walls: 0 No 11 Yes Parapet wall Height: ft. Single Ply Membrane Fastening/Bonding Material: Deck Type: —5/8"Plywood— Drill-Tec#14 Screws w/Drill-Tec AccuTrac Flat Plates 0 FASTENER SPACING FOR BASESHEET ATTACHMENT Support Spacing: 24 "o/c 0 SINGLE PLY MEMBRANE ATTACHMENT Alternate Deck Type:I N/A__ 1.Field: .6 "o/c @ Laps& 1 rows 48 ..o/G.•••, -- Existing Roof: . , 0000 000000 N/A 2.Perimeter: • • 6_j "o/c @ Laps& _�_'j rows 48 -me• •. Fire Barrier: • FireOut Fire Barrier Coating applied @1-gal./100 ftz 3.Comer. 6 "o/c @ Laps& iOQiS• 24 "o/c • 0060 NUMBER OF FASTENERS PER INSULX-A6A.BOAR6P o .0 • • Vapor Barrier. 0000 • .• •.•.• N/A 1. Field: N/A 2. Perimeter: N/A ; 'homer. NAC. 0*000 00000•0•• Anchor Sheet: Insulation Fastener Type: •••0 0 6 •• N/A N/A ...•:• Anchor Sheet Fastener/Bonding Material: • . . • . WOOD NAILER TYPE AND SIZE: •0 0• ; ••0• 0••••0 N/A Insulation Base Layer Size&Thickness: N/A 00.0 • N/A Wood Nailer Fastener Type and Spacing: _-- Insulation Base Layer Fastener/Bonding Material: N/A - - - N/A EDGE&COPING METAL SIZES: Insulation Top Layer Size&Thickness: Edge Metal Material: —Galvanized Metal— N/A Edge Size: —3"face 26 ga.— Insulation Top Layer Fastener/Bonding Material: Hook Strip Size:I—SELECT EDGE METAL HOOK STRIP SIZE— N/A Edge Metal Attachment: Base Sheet(s)&No.of Ply(s): 1 1/4"RS Nails @ 4"o1c N/A 1 Base Sheet Fastener/Bonding Material: Coping Material: —SELECT PARAPET WALL COPING MATERIAL— N/A Coping Size: —SELECT COPING METAL SIZE ORTHICKNESS- 111 Ply Sheet(s)&No.of Ply(s): —SELECT COPING METAL HOOK STRIP SIZE— N/A Parapet Coping Hook Strip Size:Metal Attachment: Ply Sheet Fastener/Bonding Material: N/A - 7771 N/A t t i 0.9• • • 0.000• 0000 • • • • • • 0000 • •• • • • • 0000•• • •• 0000•• • • • • 00.900 9.0.09 so 00: 000000 • 0• 000• •• • 0000 • • • • • •990•• •• • •• •• • • • •••90• 0.000• 0 • • • 0000•• • • • • • 0.00 0• • • • • • �mgle Ply Edge Detail ' Miami-Dade County HVHZ Electronic Roof Permit Form Single Ply Membrane Edge Metal Detail Edge Metal Approved Sealant sM1' Continous Cleat i One Gauge Heavier Than the Edge MetalVOL ------------- 1 Adhered Single :Ply Membrane Strip Approved Fasteners ..'4-O,C Mechanically Fastened or Adhered `' <'� •.� ..Single Ply Membrane ••••• -a 0000•• 4 "� ,`. ` , Base Layer 8c 0000•• •• • 0000•• �:. Optional Top LTJ:.. Pt Wood Natler `� • Of Insulation .... •• •••• • Roof Deck 0.00 •• 0.00• .. •. . •. 0009•6 •9.99• • 9 • . • . •9.9•• • . • Provide Component Information '00 0 00.0 ;••••; Roof Mean Height: Edge Metal Type and Size: 26 Ga.Galvanized 3"Face Drip Metal Continuous Cleat: I N/A Surfacing: I N/A Single Ply Membrane Type: EverGuard TPO Membrane Top Insulation Layer Type: NIA Base Insulation Layer Type: N/A Wood Nailer Type&Size: I N/A Wood Nailer Attachment: I N/A Deck Type: 1 5/8"Plywood with FireOut Fire Barrier Coating @ 1 gal/100 ft' ► i 0000 • • •6.6•• 0000 • • • .00• • • 0000 • •• • • • • 0 0000•• 000•• • • • ••• 000• 0•• 0000•• • • • •• 0000 0000• •6 • 0000 0000• • •• 0000•• ••••69 ••• • •• 6• • • •••••• •9660• .:.0.: • • • • • • • • 0000•• • • • • • 9696 • 00 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Berllding Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permlt Application Forret 1 1 Section D(Steep Sloped Roof System) Tq�l� TO%& 1 Roof System Manufacturer: 1 Notice of Acceptance Number Minimum Design Wind Pressures,if Applicable(From RAS 127 or Calculations): 1 Pi: ''q,I P1: P1: 100.1- 1 1 Deck Type: iJ—18 wood 1 Rif Slope: Type Undedayment: IMrKS k Ih u tYq — i P 12 insulation: i 1 J 1 Fre Barrier: P, 0•••• 1 0000 .R.... _0_:.. 0 0 1 00 Ridge Vertilation? -� Fastener Type&Spacing: 2S" S .� �- 1• • Lviva0000 ---.- M l, 0000 Adhesive Type: I`I d I u YY) _f&', ,,, ��l �� *1 •••• m''� '. .00000 0• •. 0000. Type Cep Sheet: I Sha Ks� ' �J n� • •••• Stl4o a h%rte . .iii 00:0 Mean Roof Height: I O FT. Roof Covering: r a It TOP ikbtl_7l��P.� ;1 .t.... of 0 Type&size Drip Edge: 1 Plonizt4 'j F0LS 1'6P.er= I3S RS NAIIJ' FLORIDA BUILDING CODE—BUILDING,Gth EDITION(2014) 15,39 i 1 ` Copyright to,or licensed by,ICC(Aid.RIGHTS RESERVED):accessed by Ellie=Palacio on Jun S,2015 10:32:12 AM pursuant to Ucensa Agreement.No further reproductions authorized. t i 0000 0000•• 0000 • • • 0000 • •• 0000•• • •• 0000•• • • • • 00.0.0 0000•• • • • •• 0000 • • 0000• • •• 0 00 0000• • • • • • • • • •00.0• 00••0• • • • • •00.0• • 0 • • • • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES i Florida Building Code 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form. i 1 1 Section E(Tile Calculations) / For Moment based the systems,choose either Method 1 or 2.Compare the values for M,with the values from Mt.If the AAt values are greater than or equal to the M,values,for each area of the roof,then the file attachment method i5 acceptable. 1 Method 1 " oment Based Tile Calculations Per RAS 127" u / (P1:39•1 x x-232 =1101-Mg:6-W =M,U Product Approval M, 4S•S 1 (P2j!J-L xX-26Z = 14-IID-Mg:Wps=M,.212.55' Product Approval M, L(S• S 1 (P3:I'+x),-$=2%.%-Mg • S=M. Product Approval M, 4S% s / Method 2"Simplified Tile Calculations Per Table Below' 1 Required Moment of Resistance(Mr)From Table Below Product Approval M, 1 M,required Moment Resistance* / Mean Roof height 1 Roof Slope 15' 20" 25' 30' 40' 1 2:12 34.4 36.5 38.2 39.7 42.2 1 3:12 32,2 34.4 36.0 37.4 39.8 / 4:12 30.4 32.2 33.8 35.1 37.3 • •••• 1 5:12 28A 30.1 31.6 32.8 ..• 4.9 •.. •• 1 6:12 26.4 28.0 29A 30.5 •••oe.4 •• i ••••*• 1 7:12 24.4 25.9 27.1 28.2 •••.�0 i••••. 1 `Must be used in conjunction with a list of moment based the systems endorsed by the BrowardeQid2t'-Board W N� t and ••••• 1 Appeals. . . 1 •• • •••••• ••••• For Uplift based the systems use Method 3.Compared the values for F'with the values for Fr. It the t;'.J'ajst��are gleat(villan or •.•••. / equal to the Fr values,for each area of the roof,then the the attachment method is acceptable. •••••• • •• / 1 Method 3"Uplift Based Tile Calculations Per RAS 127" • • •••i• •••••• (Pl. _,x L_r__ x w:__)-W: x cos 8 =F, Product Approval F' i ••• i•••• 1 (P2: x L____= x w:_ )-W:_x cos 8_=F,a__ Product Approval F'-ter ••• •• • • 1 (P3:_x L_- x w:_ j-W:_x cos 8---_=F, Product Approval F •• • 1 1 Where to Obtain Information 1 Description Symbol Where to find 1 Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- / pared by PE based on ASCE 7 p Mean Roof Height H Job Site / Roof Slope 8 Job Site / Aerodynamic Multiplier Product Approval / Restoring Moment due to Gravity Mg Product Approval / Attachment Resistance M, Product Approval 1 Required Moment Resistance Ma Calculated 1 Minimum Attachment Resistance F' Product Approval / Required Uplift Resistance F, Calculated / Average Tile Weight W Product Approval / Tile Dimensions L =length W=width Product Approval 1 All calculations must be submitted to the building official at the time of permit application, 1 a 15.40 FLORIDA BUILDING CODE--BUILDINGS,5th EDITION(2014) p r E ! Copyright to,a licensed by,ICC(ALL RIGM RESERVED):accessed by Elieze Palecio on Jun S.2015 11itn2 12 AM pursuant to license Agreement.No further reproductions authorized. 2 L 0000•• 0000 • • • 0000 • •• 0000•• • •• 0000•• • • • • 0000•• 0000•• • • • •• 0000 0000• •• • 0000 0000♦ • •• 0000•• • • • • • 0000•• •• • •• •• • • 0 •0.0•• 0000•• • • • • 0000•• • • • • • • • Florida Building Code Online Page 1 of 2 _. �^ate,"*a r` 1"1. ' •o-.,'�� i y.Lc+:p, i' ". vy x�. s•9 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications j FBC Staff SCIS Site Map Links Search Bus 1. , pfU SSIt ndl Hi i;: ductUser Approval Product Aooroval Menu>Product or Aoolicatlon Search>Application ust>Application History>Application Detail FL# FL16730-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany,NJ 07054 (973)872-4421 lindarelth@trinityerd.com Authorized Signature Beth McSorley 4••••• Iindareith0trinityerd.com • • •••• •••••• •• • 6666 •• • 6 • •. • 6666•• Technical Representative Beth McSorley 666• Address/Phone/Email 1361 Alps Road-Bldg 11-1 •••••• • • • Wayne,NJ 07470 6408 •• • i••••i (973)872-4421 0 0.0 6 0 i 0 000 0 4 6 0• BMcSorley@gaf.com 6 6 00060• 40 • 64006 •• •• • •• 44606• Quality Assurance Representative • •06.0• • 0 Address/Phone/Email • • • • • • • 0 606664 :800:0 Category Roofing0040 0660 :••6•: Subcategory Single Ply Roof Systems 0.0• Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Robert Nieminen developed the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/08/2016 Validated By John W.Knezevich,PE 21 Validation Checklist-Hardcopy Received Certificate of Independence FL16730 R5 COI 2015 01 COI Nieminen.pdf Referenced Standard and Year(of Standard) Standard Year TAS 110 2000 TAS 114 2011 TAS 131 1995 Equivalence of Product Standards https://www.floridabuilding.org/pr/pr�_app /o2flZm... 2/25/2016 ., ...� •����• •s�o • • � • • • • •��• • •• • • • • • •����• • • • • • •���• •• • o��• • • • • • • • • • • •����• � • • • •����• • • • • • • • • •• Florida Building Code Online Page 2 of 2 Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/22/2015 Date Approved 06/22/2015 Date Revised 08/25/2015 Sum roducts # Model,Number or Name Description 16730.1 EverGuard TPO Single Ply Roof Thermoplastic polyolefiin single ply roof systems 9Systems Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16730 R5 II 2015 04 FINAL Al ER GAF EG roved for use outside HVHZ:No TPO HVHZ FL16730-R5.Ddf Im slant:N/A Verified By: Robert Nieminen PE-59166 Design Press - 5 Created by Independent T Other: 1.)The design pressure system.Refer to ER Appendix for all systems and FL16730 R5 AE 2015 04 FINAL ER GAF EG maximum design pressures.2.)Refer to ER Section 5 for TPO HVHZ FL16730-R5.Ddf •••• Limits of Use. Created by Independent Thi d Pa :Yes • • •• • •••• • Back Nett ••••••• •• • •••••• so Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824•• • •• a•••• The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::AccessUl StWent::OfenTst1tement ••••• Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a to requiVdo not ••i•s• send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any quariftes•please contact 850.687.1395. • • *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 496,F.91 mdbt provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.Howev&email adllressestre public •o•••• record.If you do not wish to supply a personal address,please provide the Department with an email address whirl can bsmade avail %tlkwpublic. To determine if you are a licensee under Chapter 455,F.S.,please click here • • 000000 Product Approval Accepts: •• • 0000 • • W3®Eiii-MR B • • • gccurlt'stt nUC� https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm... 2/25/2016 0000 0000.. 0000 . . 0000 .. 0000.. 0000.. .. 0000 ...•f •• • 0000 0000• • •• .•...f • • . • • 0000.• •• • •• •• • • • •6.00. 0.0660 • 0 • • 0000.• • 0 • • • 0000•• • • • 'v � Ln tD 00 V 01 lJl A W N F+ S m m A d no d T W C a am 21 C V b bC 0 3 0 ° !R Ln M 0 3 n ? M m m M z �. m f O C P, i •0 3 T tp tp O T 0 7 � 0 O R 3 D W W T .°r r0•t d• = H 7 y a 3 � 0 � o o, wc 00 'D O d 7 'G N 7 7 7 Q N VO�i f70 N '~CC0 N 3 3 d vDi Try7 to n N 7 7 7 ry p O. 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O m O d C {A 7 7 O < r r y 3 � 0 0 03a m P T m O T 3 m y 3 K< m m ri n N o O $ � O Q m m C O O `G O •G O m N 5 m M •� • .t � (X� O m • O O m N • O O• • •.•..• X N ?I y m mcz N y N •D W•7 • !+. • .• OD fD 00 NfD G m— m a ' • D ma g n s 3 s 3 • • m• • •••••• fD • 01 iii777 0 0 � 7e. • M, S? v < v < -*I* r •.•.• $ v= z n = D O O O �•T• 3 i . ••i.•• z �. o � a a •'a d m ...... m .: � :. • mp O •• D T D T m TQ ••••.• d m c o m CD 4m my w£ v £ 0 �g v • • 5. coo W S m 0 1�'1 D T N N y N T 7 ITI m w i0 c 7 M m 7 tZ O = Inn v �N Ro Ro C a• a QQ o go o=r m O 50 of T T Ul T S 0 N T O Ol O) d m N K in .�Nr m N n > > m n o 0 $ F a M i nd, g t0 � ,, 0 0. a Qin N a A N S O'•O A O1 i1 O1 ,P O1 — m a s a O• m S .G O' p'� O ,Np O j• O CL o T F s $ s # d o n c 3 .r 9 n 3 < .sr y N N N � m m m 0 N C N C -O 3 3 'n f F S -72Z`.� R m m m °' o n F 3 a F CL FD Trym s�rpu o °L w m m z m �. a N jp $ v no no w 3 3 m d G' " WnN °.m s X O m ° m O T m \G O W Ln tali v 0000 0000•• 0000 • • • • • • •11••• • •• 00:00• • • • 0000•• • • • •• 0000 • 0• 000• •• • 0000 0::::o 000 • •• ••0••• • • • • • • 0 • •••00• 01111• • • • • 0000• • • • • • • • • TGFU.R1306 Roofing Systems GAF R1306 1 CAMPUS DR PARSIPPANY, NJ 07054 USA SINGLE PLY MEMBRANE ROOFING SYSTEMS(TPO) Class A-Mechanically Fastened 5. Deck:C-15/32 Incline: 1/2 Primer:— "TOPCOAT® FireOutTm Fire Barrier Coating" or"FireOut' Fire Barrier Coating",jappliefti•• •••••• rate of 1-gal./100-ft.2. •• .011:*. Base Sheet(Optional): —One ply Type G2"GAFGLAS®#75 Base Sheet"or"Tri-Ply®#73$•ate Sheet*ore ***so* "GAFGLAS®#80 Ultima"" Base Sheet"or"GAFGLAS®Stratavent®Nailable Venting Bas, heet", •• •• :••••: mechanically fastened. 0000 Osseo Slip Sheet(Optional): —One ply"VersaShield®SoloTm Fire Resistant Slipsheet,mechatitcullyfast,r%d.•• 00:•00 Membrane:—"EverGuard®TPO"45-mil to 80-mil or"EverGuard Extreme®TPO"50'mirfo 80-m11, *00410:6 . . mechanically fastened. 0.00.0 0000•• 20A.Vt.LLC The appearance of a company's name or product in this database does not in itself assure that pr®ducfs so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow-Up Service.Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions:1.The Guide Information,Assemblies,Constructions, Designs,Systems,and/or Certifications(files) must be presented in their entirety and in a non-misleading manner,without any manipulation of the data(or drawings).2.The statement"Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition,the reprinted material must include a copyright notice in the following format:"© 2016 UL LLC". 0000 •.0000 0000 • • 0 0000 • s• • • • • 0••0•• • •• 0000•• • • • • 0000•• •0000• • • • •• 0000 • • • • • • • 0000• •• • 0000 0000• • •• 0000•• •••••• •• • •• •• • 0 • 0000•• 0.000• • • • • 0000•• • • • • • 0000•• • • • • • 0000 • •• • • MIAIw14CJ E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Eagle Roofing Products LLC 1575 East C.R.470 Sumterville,FL 33585 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 moot-the requirements of the applicable building code. 090000 9999.. This product is approved as described herein,and has been designed to comply with the Florfda lruildineCbtle •. including the High Velocity Hurricane Zone of the Florida Building Code. �'• �' ""'• 9999.. 9999.. 9999 .. ESCRIPTION: Malibu Concrete Tile •••• •. 9999. LABELING: Each unit shall bear a permanent label with the manufacturer's name or loog .0 tate and ollowin 0 Gln'.S g statement: "Miami-Dade County Product Control Approved",unless otherwise noted herei& 0 9 • 9999.. .99999 RENEWAL of this NOA shall be considered after a renewal application has been filed and therihas bEeilM change•00 in the applicable building code negatively affecting the performance of this product. 00 0 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#11-0321.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.:15-0223.19 MIAM-DADE COUNTY �. �� ) Expiration Date: 10/05/16 "'• ' �'1" Approval Date: 09/24/15 Page I of 8 0000 0000.. 0000 . . 0000.. 0000.. 0000. .. . 0000 0000.. .. . .. .. 0.600. 0 . . . 9000.. .000.. . . 6 0000 . .. A i ROOFING ASSEMBLY APPROVAL Category Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a system using Eagle Roofing Products Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumterville,FL.and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2.PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description Malibu Concrete Tile L= 17" TAS 112 Low profile, interlocking,high pressure W= 12 %i" extruded concrete roof tile equipped auith Thickness=1/2" three nail hole and dolble rgll ribs•For• ••••.. direct deck or battenedhItil-bn,mQ=6; •, .. .. adhesive set application�• • 00 • 660000 0•, 6 Trim Pieces L=varies TAS 112 Accessory trim,concrgterNf pieces for, 0 • W=varies use at hips,rakes,ridgetoNd valley *a 66:006 varying thickness terminations. Manufad re-I for each file 00000 .. .. . .. ...... profile. • • • s • •6666• ••666• • • • •66.6• •• • •666 • • NOA No.:15-0223.19 M14M•DADE COUNTY Expiration Date: 10/05/16 "'l Approval Date: 09/24/15 Page 2 of 8 66.• 0 000 .0660. .. 0000 . • 0000. .. . 0000 0000.. .. . .. .. 666666 so 6....• 0000.. 666... .. 2.1 EVIDENCE SUBMITTED: Test Aeency Test Identifier Test Name/Report Date PRI Construction Materials PR106178 TAS 112 08/23/06 Technologies 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 11 TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs. smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) . . 9999 9999.. Professional Service 224-47099 Physical Properties ••• Se�pt�X994 .' . . Industries,Inc. TAS 112 009:00 •• •0000•••• 900000 0 . . The Center for Applied 25-7094-1 Static Uplift Testing (,t. 1994 ;••••; Engineering,Inc. TAS 102 0000 •. 00000 (4"Headlap,Nails,Direct Decl�110V, :00 •• ••••• .. .. 0 09 90009. Construction) . The Center for Applied 25-7094-7 Static Uplift Testing Oct. 1994 9999:. 9999.. Engineering,Inc. TAS 102 .•• • (4" Headlap,Nails,Battens' ' The Center for Applied 25-7094-4 Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 (4"Headlap,Nails,Direct Deck, Recover/Reroof) The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-76 TAS 100 The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws,Direct Deck) The Center for Applied 25-7183-2 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws,Battens) NOA No.:15-0223.19 MIAMMME COUNTY Expiration Date: 10/05/16 • Approval Date: 09/24/15 Page 3 of 8 ► t The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering, Inc. 25-7214-6 TAS 102 (1 Quik-Drive Screw,Direct Deck) (1 Quik-Drive Screw,Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering,Inc. Evaluation Two Patty Adhesive Set System April 1999 Calculations Walker Engineering,Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering, Inc. Evaluation 25-7094 February Calculations 1996 Walker Engineering,Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering, Inc. Evaluation 25-7584 December Calculations 25-7804b-8 1996 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Calculations Aerodynamic Multiplier Sep.2006 Walker Engineering,Inc. Calculations Restoring Moment Due to Gravity Sep.2006 0000 . . 0000 0000.. 3. LuwrATIONS: .•':00 • .. 0 0000.. 3.1 Fire classification is not part of this acceptance. ••• •• 0000.. 3.2 For mortar or adhesive set tile applications,a static field uplift test in accord&1&,with�S•0 • 106 shall be required, refer to applicable Building Code. 0000 ' 66 sees* 3.3 Applicant shall retain the services of a Miami-Dade County Certified Lab • t• oto eOo •• • PP tY RSC 4r.S" P onn. 000000 quarterly test in accordance with TAS 112,appendix`A'. Such testing shall beo svbmitted tp 0• the Miami-Dade County Product Control Section for review. 0 0000:0 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications •0 ;0 0 0 0 Standards listed section 4.1 herein. 0 • 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. NOA No.:15-0223.19 r IAMI-oe►oe eouwrr Expiration Date: 10/05/16 • Approval Date: 09/24/15 Page 4 of 8 •00• • • 0000•• 0000 • • • 0000 • •• 0 • • • 0000•• • •• 0000•• • • • • 0000•• •0000• • • • •• 0000 •0.0• •• • 0000 • • 0000• • •• ••00•• • • • -0-090• ••000• •• • •• •• • 0 0 00.00• 00000• • • • • •0000 • • 0 • • • 0.0.0• • • • • • 0000 • •• 0 • a M 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete 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) Malibu Tile 9.5 1.417 1.04 Table 2: Aerodynamic Multipliers -X Ifl:3) Tile ).(ft3) X (ft3) Profile Batten Application Direct Deck Application Malibu Tile 0.305 0.282 Table 3: Restoring Moments due to Gravi - M ft-Ib Tile 3"•12" 4"•12" 5"12" 6"•12" 7"•12" or Profile greaI@ Malibu Tile Battens Direct Battens Direct Battens Direct Battens Direct Battens .Direct Deck Deck Deck Deck..' : 9Qzck 6.30 6.65 6.21 6.54 6.08 6.41 5.93 6.25••••5.77 r•6.0 ....:. 0906.. . 0000.. 0000 .. Table 4: Attachment Resistance Expressed as a Moment- Mf AVIbf) ' ". .. 66. .. . 0000. for Nail-On Systems • • • • • 90 09 0000.. Tile Fastener Type Direct Deck Direct Decks•6. 6 Battens .' Profile (min 15/32" (min. 19/32'° .. :0000: 0000 plywood) plywood) *0000.. 0000 9 . . Malibu Tile 2-10d Ring Shank Nails 27.8 37.4 28.8 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2#8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) 2-10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4"tile headlap and fasteners are located a min. of 2'/"from head of tile. NOA No.:15-0223.19 MIAMI•DADE COUNTY Expiration Date: 10/05/16 •••� Approval Date: 09/24/15 Page 5 of 8 M r •��• • • � • • • • •it• • •• � • • • • •���s• • • • • • • • • • • • • • � • •����• � • • • •����• e • • • • • • • a Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Malibu Tile Adhesive2 26.13 2 See manufactures component approval for installation requirements. 3 Fle)able Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Malibu Tile Polyfoam Pol Prom 86.614 Polyfoarn Pol ProTm 45.55 4 Large paddy placement of 54 rams of Pol ProTA°. 5 Medium paddy placement of 24 rams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Mortar Set Systems 6""• . Tile Tile Att4ehltnent •6•• 000*0•. Profile Application ResWance'..' 0000:. Malibu Tile Mortar Set' ••9 !8O 0000.. 0000 .. 6 6 6 6 . 00.0. 1 Tile-Tite Roof Tile Mortar. geese* .• •• ••. 00-86- . .0 904..6 •69909 0 00 . . . 6 0 .966.0 0006 . 6 6 9 .6.•64 66 . 6.44 . . *000 9 NOA No.:15-0223.19 MIAMI-DARE COUPM Expiration Date: 10/05/16 • • Approval Date: 09/24/15 Page 6 of 8 n •••••• •••• • • • • 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below),or following statement: "Miami-Dade County Product Control Approved". EA11GLE, FLORIDA (LOCATED ON UNDERSIDE OF TILE) • • 0••• 0000•• OR • • 0Y • 0000 • • 0000•• 0000 •• • • • 0000 :0 •• 0000• EAGLE FL 006000 :•000 0 0 004: 0 •••••• • as • 0 • . 000000 (LOCATED ON FRONTSIDE OF TILE) 0•••• •• • 0000 • • •• • MALIBU CONCRETE ROOF TILE LABEL,SUMMERVILLE PLANT NOA No.:15-0223.19 MIAMPDADe COUNTY Expiration Date: 10/05/16 ��ffjuzgyj , Approval Date: 09/24/15 Page 7 of 8 + o sees•• • •• •e••ia s • • • +lase• sees• •• • •••e •cele • •• sees•• ••iii• •• • •• i• • • • sees•• lease• • • e . • 1 6. BuELDING PERmn 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 AHJ or applicable Building Code in order to properly evaluate the installation of this system. PROFILE DRAWING ►AIL, H01E 9999 • i _ �- • •6•• 9999•• •• 9999 • '6���w 9999• 9999 • 9999•• • • • • • 9999• • • ` - •• ••• VV • 99990 •6 -• •• •906.0 17�� '� •666 `----,@ • 60 ',tiu • • 0 000600 12 JAV :6••6• :6660: •• 0 6666• • • 00*• e• e MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.:15-0223.19 CMIAMI-D�ADECOUONMY Expiration Date: 10/05/16 Approval Date: 09/24/15 Page 8 of 8 0000•• ••.• • s 0000.• • •• 0.00.0 • • • • 0000•• •0000• 0000+ •• 0 •.•• 0.000 • •• 0.i0•• • • O •f0000 •*0000 0.000• • • 0 • • 0000 • •• • • • • i• L $ R MIAMI-SDE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Kirsch Building Products,LLC. 1464 Madera St.#387 Simi Valley,CA 93065 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 14 f lgrida ftldin% °o.o:. Code including the High Velocity Hurricane Zone of the Florida Building Code. ...:.. 0 0 • °...e• DESCRIPTION: Sharkskin Roof Underlayment Systems 0 . . ... . . ... . . ...... .. . ....... LABELING: Each unit shall bear a permanent label with the manufacturer's name o;J%V,city,stag.' ...... and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted ° •, herein. : 0 °"" RENEWAL of this NOA shall be considered after a renewal application has been filed and thereehaas :0000: 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 and revises NOA No.09-1123.02 and consists of pages 1 through 8. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.: 15-0421.10 MIAMI-DARE C#UNTY Expiration Date: 07/14/16 • • • Approval Date: 07/30/15 Page 1 of 8 r y 0000 • 0 s••••• 0000 • • • 0•00 • •• •0000• • •• •0•••• • 00 • 0000••.00 • • • •• 0000 • 00000 •••• •• 00000 0000• • •• •0.00• • 0000•• •• • • • 00•0•0•••• • • 00• •00•• • • • • 0000•• 0000•• • • • • • 0000 • 00 • • ROOFING COMPONENT APPROVAL Category Roofing Sub—Category: Underlayment Material: Polypropylene TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Sharkskin Comp® 48"x 250' ASTM D226 A multi-layer laminated roof underlayment Manufacturing Type I or 11 comprised of a high-strength woven Location#1 polypropylene base with a UV&antioxidant protection bond layer and a slip-resistant top layer. Sharkskin Ultra® 48"x 250' ASTM D226 A multi-layer laminated roof underlayment Manufacturing Type I or II comprised of a high-strength woven Location#1 TAS 104 polypropylene core with a UV&antioxidant protection bond layer to both sides and a slip- resistant top layer. Sharkskin Ultra 48"x 250' ASTM D226 A multi-layer laminated roof underlayment Radiant® Type I or II comprised of a high-strength woven Manufacturing polypropylene core with a reflective barrier on Location#1 the underside and a UV&antioxidad•••• protection bond layer op bo4A sides ai i;Slip- •• resistant top layer. • ...... .. . ...... Sharkskin Ultra SA® 48"x 125' TAS 103 A multi-layer laminated Wa wderlayment • Manufacturing comprised of a high-strenggth4voven•• • •• Location 42 polypropylene core bet em4o layers OPUV •': &antioxidant protectior2 bpirffi�tnd a t f-'. •• • adhering underside and sliV-resistant toy layer. • MANUFACTURING LOCATIONS: '•••• 1. Ahmadabad, India • •s • 2. Newburyport,MA EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Trinity I ERD K6550.08.07 TAS 114-C 08/20/07 K0810.12.05-R1 ASTM D1623 10/06/09 K3140.05.10 ASTM D1623 05/18/10 K6540.07.07-R2 ASTM D226 10/08/09 K6540.03.08-1 TAS 103/TAS 117-13 03/10/08 K6540.03.08-2 TAS 104/TAS 117-13 03/10/08 K9210.05.08-R1 TAS 103/TAS 104 11/13/09 ASTM D5147/ASTM D4798 KRS-SC7390.03.15-R3 TAS 103/ASTM D1623 07/09/15 NOA No.: 15-0421.10 MIAMI,W COUNTY Expiration Date: 07/14/16 �ImgamenqlApproval Date: 07/30/15 Page 2 of 8 0000 • • 0000•• 0000 • • • • • • 0000 • •• 0000•• • •• •••••• • • • • 0000•• •0000• • • • •• 0000 • • • • • 00000 •• • 0000 0000• • •• 0000•• 0000•• •• • •• •• • 0 • •••••••• 0• • 000•• • • • • 0000•• • • • • • 0000•• • • • k a APPROVED SHARKSKIN SYSTEM ASSEMBLIES: Deck Type 1: Wood Deck Description: 19/32° or greater plywood or wood plank System E(1): Base sheet mechanically fastened to deck,subsequent cap membrane self-adhered. All General and System Limitations shall apply. Base sheet: One or more plies Sharkskin Ultra®applied in single coverage method parallel to the eave with minimum 4"horizontal laps and minimum 6"vertical laps applied as specified below. Fastening: Mechanically fastened with approved nails&tin caps spaced 6"o.c.at the 4" horizontal overlaps and 10"o.c.in a grid pattern having three,equally spaced, staggered rows in the field of the sheet. Ply Sheet: (Optional)Sharkskin Ultra SA®,self-adhered with minimum 2"horizontal overlaps and minimum 6"vertical overlaps.Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact.Remove the release liner as the membrane is applied. Membrane: Sharkskin Ultra SA®,self-adhered with minimum 2"horizontal laps and minimum 6"vertical laps.Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact.Remove the release liner as the membrane is applied. . 0000 0000.. When used in Tile roof systems the cap sheet shall be back na;S4 to peck wjj *, .' approved annular ring shank nails and tin caps at a maximum J';9"at the tide : .•••:• laps and 6" o.c.at the end laps. No nails or tin caps shall be exposed. 0 • 0000.. Surfacing: Approved for asphalt shingle,mechanically fastened roof tile,fdWadhere8 roote 0 00006 the non-structural metal roofing wood shakes&shingles or slate"roof assembAj*s • 66x666 •• 90.69 as specified within the Roof System NOA. • .. .. . .. 0000.. Note: For tile roof assemblies,refer to RAS 118, 119 or 120 and the fie ufacturef's NOA. For foam-adhered tile roof assemblies,approved for use with 3M 2-:.6 o 000000 Component Foam Roof Tile Adhesive AH-160,Dow TILE BOND)®of Tile* 6 :0080: Adhesive and Convenience Products Touch n' Seal StormBond File Adhesivg0• 0 NOA No.: 15-0421.10 MIAMMADE COUNTY Expiration Date: 07/14/16 • • Approval Date: 07/30/15 Page 3 of 8 1 M 0000 0000•• 0000 • • • •00• • •• 0000•• • •• 0000•• • • • • 0000•• 0000•• • • • •• 0000 00000 •• • 0000 0000• 0000• •• • •• •••s•• • • •• • • • • •• •• • • 0000•• •0.000 • • • • 0000•• • • • • • • • 0000 • •• Deck Type 1: Wood Deck Description: 19/32" or greater plywood or wood plank System E(2): Base sheet mechanically fastened to deck. All General and System Limitations shall apply. Base sheet: One or more plies Sharkskin Comp®or Sharkskin Ultra®applied as specified below: Fastening: For slopes 3.5 : 12(16.2°)or greater: Shall be applied in single coverage method,parallel to the eave overlapping each course with a minimum 4"horizontal lap. Mechanically fastened with approved nails&tin caps spaced 6"o.c. at the horizontal laps and 10"o.c.in a grid pattern having three,equally spaced,staggered rows in the field of the sheet. For slopes 2.5:12(11.8°)to 3.5:12(16.2°): Shall be applied in a double coverage method,parallel to the eave overlapping each course with a minimum 24"horizontal lap.Mechanically fastened with approved nails&tin caps spaced 6"o.c.within 4"of the bottom edge of the horizontal laps and 10"o.c. in three equally spaced,staggered rows in the field of the sheet. Surfacing: Approved for asphalt shingle,non-structural metal roofing,wood shakes& shingles or slate roof assemblies as specified within the Roof System NOA+••••• . . 0000 0000.. .. 0000 • 0000.. 0000.. 0000 .. 0000 . .. 0000. .. . 0000. 0000.. go . . . . 000.00 0000.. 0 0 . 0 . 0 0000.. 00 0 0000 0 • • • NOA No.: 15-0421.10 MIAMbDADE coin Expiration Date: 07/14/16 • Approval Date: 07/30/15 Page 4 of 8 0000 0000.. .... . • • 9.00 . .. • .. 09.00. 0000.. 0000.. • . . .. 0000. .. . .000 0000.. .. . .. .. • 0000.. 0000.. • • 0000. • .. 0000 . .. .es Deck Type 1: Wood Deck Description: 1962" or greater plywood or wood plank System E(3): Base sheet mechanically fastened to deck. All General and System Limitations shall apply. Base sheet: One or more plies Sharkskin Ultra'applied as specified below: Horizontal Battens: Fastening: For slopes 3 : 12(14°)oregg Sharkskin Ultra shall be applied in single coverage method with the printed side up,parallel to the eave,overlapping each course with a minimum 4"horizontal laps and minimum 6"vertical laps. Mechanically fasten Sharkskin Ultra with approved nails&tin caps spaced 6"o.c.at the horizontal laps and 10"o.c.in a grid pattern having three,equally spaced,staggered rows in the field of the sheet in accordance with RAS 119. Install battens over Sharkskin Ultra in accordance with RAS 118. Counter Battens: Fastening:For slopes 3 : 12(14°)or erg Sharkskin Ultra®shall be laid horizontally in single coverage method with the printed side up,parallel to the eave with minimum 4-inch horizontal laps and minimum 6-inch vertical laps.Mechanically fasten Sharkskin Ultra with approved nails&tin caps spaced 6"o.c. at the horizontal laps and 10"o.c. in a grid pattern having three,equally spaced,staggered rows in the field of the sheet in accouwwe with RAS 119. Install vertical battens in accordance with RAS.118..A seconddrly •••••• of Sharkskin Ultra®shall be attached to the vertical battens sutefX44y to h04011% •. place until the horizontal battens are installed over-top in accoi •with RAS . """ 118. The positioning of the fasteners holding the Sharkskin Ult' 181he vertical :•••• battens prior to placement of horizontal battens shall not interfele with true;hvj�• • installation of horizontal battens.Vertical laps shall be minimuli 0G;ir�ch wide,and shall break over a vertical batten to allow water to run away frgW%v1center.p8kA* .••••• of the vertical batten.Horizontal laps shall be sealed with butylrbawA tape or other •, material specifically approved by Miami-Dade Product Control:&Kirsch 13CU Z Products. ; .°. ' :see*: Surfacing: Approved for non-structural metal roofing,wood shakes&shingles or slate'ropt assemblies as specified within the Roof System NOA. NOA No.: 15-0421.10 MMMM0MIAM4DADE COUNTY Expiration Date: 07/14/16 •a • Approval Date: 07/30/15 Page 5 of 8 I �J 0000 0000•• 0000 • • • 0000 • •• 0000•• • •• 0000•• • • • • 0000•• 0000•• • • • •9 0090 00.00 •• • 9000 0000• • •• •00. •• • 0• 0.9.00 • •• •• •• •00.0• •0000• • • • • 0000•• • • • • • 9990•• • • • • • Deck Type 1: Wood Deck Description: 19/32" or greater plywood or wood plank System E(4): Base sheet mechanically fastened to deck. All General and System Limitations shall apply. Base sheet: One or more plies Sharkskin Ultra Radiant'applied as specified below: Horizontal Battens: Fastening:For slopes 3 : 12(141 ore P Sharkskin Ultra Radiant'shall be applied with the reflective side up,parallel to the eave with a minimum 4"horizontal lap and minimum 6"vertical lap.Mechanically fasten Sharkskin Ultra Radiant'with approved nails&tin caps spaced 6"o.c.at the horizontal laps and 10"o.c. in a grid pattern having three,equally spaced, staggered rows in the field of the sheet in accordance with RAS 119.Install battens over Sharkskin Ultra Radiant'in accordance with RAS 118. Counter Battens: Fastening:For slopes 3 : 12(14')oregr ater: Sharkskin Ultra' shall be laid horizontally in single coverage method with the printed side up or Sharskskin Ultra Radiant'with the reflective side up,parallel to the eave with minimum 4-inch horizontal laps and minimum 6-inch vertical laps. Mechanically fasten Sharkskin Ultra'or Sharkskin Ultra Radiant'with approved nails&tin caps spaced 6"o.c. at the horizontal laps and 10"o.c. in a grid pattern having three,equally spaced,staggered rows in the field of the sheet in accoliliace with RAS 119. Install vertical battens in accordance with RA§ 118,6 A sec0p�,ply ...... of Sharkskin Ultra Radiant'with reflective side facing down stWbd attached to • the vertical battens sufficiently to hold in place until the horizoataL battens aim •••• • installed over-top in accordance with RAS 118. The positioniisg 4-the fasteners holding the Sharkskin Ultra Radiant'to the vertical battens prip'NtbUacemtfit of. ' horizontal battens shall not interfere with true,flush installation'rnorizontal " • .. .. .. . ..... battens.Vertical laps shall be minimum 6-inch wide and shall$reek over a Yer4d .. .0 batten to allow water to run away from the center point of the v jicgj batten. . Horizontal laps shall be sealed with butyl-based tape or other i$atelia2 specif�allty •••• • approved by Miami-Dade Product Control&Kirsch Building Broducts :6060 ; Surfacing: Approved for non-structural metal roofing,wood shakes&shingles or slate 00 assemblies as specified within the Roof System NOA. NOA No.: 15-0421.10 MIAMbDADE COUNTY Expiration Date: 07/14/16 "'• • Approval Date: 07/30/15 Page 6 of 8 ...... .... . . • •:So . .. ...... • .. og.s.s • .goes. 0 *0 0000 . g . . • ...00 so g 0000 egg.• • .• •oog.• • • • • o • sees** • g • • • . g • • . goes s g. • • Deck Type 2: Steel Deck Description: Minimum 18-22ga.,Type-B,33ksi steel deck System E(5): Base sheet mechanically fastened to deck. All General and System Limitations shall apply. Base sheet: One or more plies Sharkskin Ultra applied in single coverage method,parallel to the eave with minimum 4"horizontal laps and minimum 6"vertical laps applied as specified below. Fastening: Sharkskin Ultra is attached to the roof deck with Miami-Dade approved corrosion resistant#10,#12 or#14 screws and metal stress plates. Screws shall engage the top flute of the steel deck and be of sufficient length for minimum%-inch penetration. Screws&plates spaced 6"o.c.at all laps and three staggered rows 10"o.c. in the field of the roll or as specified within the roof system approval. Surfacing: Approved for asphalt shingle,non-structural metal roofing,wood shakes& shingles or slate roof assemblies as specified within the Roof System NOA. 0000 • 0000 0000•. .. . 0000 • 0000.. •• • 0000.. • 0000.. 0000 .. 0000 . .. ••••• 00.00. .. .. . .. • 0..... • . . 009 0000..• . . NOA No.: 15-0421.10 M��® Expiration Date: 07/14/16 Approval Date: 07/30/15 Page 7 of 8 / + � r •��• • � � e • • • •��• • •• • • • • � � o s����• • •����• • • • •• •��• • • • • • • • • • • � • • � � •����• � 1 • • •����• � � � • • • • GENERAL LINIITATIONS: 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. Sharkskin Roof Underlayments shall be installed in strict compliance with applicable Building Code. 3. All Sharkskin Underlayments shall be applied to a smooth,clean and dry surface with deck free of irregularities.Deck shall be fastened in strict compliance with applicable Building Codes.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. 4. Sharkskin Ultra may be used in asphaltic shingle, direct-deck/batten wood shake&shingle, direct-deck/batten quarry slate or direct-deck/batten non-structural metal roof applications. 5. Sharkskin Comp may be used in asphaltic shingle,direct-deck wood shake&shingle,direct-deck quarry slate or direct-deck non-structural metal roof applications. 6. Sharkskin Ultra Radiant may be used in battened non-structural metal roof,battened wood shakes &shingles or battened slate roof applications. Sharkskin Ultra Radiant shall not be used as a tile,asphalt shingle,direct-deck wood shakes&shingle,direct-deck non-structural metal or direct-deck slate underlayment. 7. Sharkskin Comp or Sharkskin Radiant shall not be used as a roof tile underlayment or as part of a roof tile underlayment system. 8. The Sharkskin Ultra and Sharkskin Ultra SA two-ply underlayment system may be used in asphalt shingle,mechanically fastened tile,foam-adhered tile,wood shake&shingle, quarry slate or non-structural metal roof applications. . 9. The standard maximum roof pitch for The Sharkskin Ultra and Sharkskin Ultra SQ two-ply...� ••••+• underlayment system shall be 5:12 for flat tile and profiled tiles with lugs.A'rnaxirlum of 40•• •• tiles per stack are allowed when loading tile on the underlayment. a**:** •' •""' Battens shall be used for tile staging on slopes above 5:12. •••••' 10. Sharkskin Roof Underlayments shall not be applied over an existing roof sys4drf►•as a recover ` application but may be applied as specified herein as part of an approved under Tayment sy�s;em, ••• •' 11. Sharkskin Roof Underlayments shall not be left exposed as a temporary roofjgr lgrtger th:n•1,1;p' ...... days of application. ...... • • 12. Sharkskin Roof Underlayments are components used in roof systems assemblies!kof sy j:m:. •••••• assemblies are approved under specific Notice of Acceptance. Refer to Prepgred.RQofrng• :....: System Product Control Notice of Acceptance for listed approval of this produlrt with the.'`:'. specific prepared roofing assembly. 00 13. Sharkskin Roof Underlayments may be used with any approved roof covering Notice of Acceptance listings the Sharkskin product(s)as a component part of an assembly in the Notice of Acceptance. If Sharkskin Roof Underlayments are not listed,a request may be made to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control Department provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance and fire testing results. 14. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 15. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY ...� END OF THIS ACCEPTANCE NOA No.: 15-0421.10 MIAM!•DADE COUNTY Expiration Date: 07/14/16 • • Approval Date: 07/30/15 Page 8 of 8 r • t r ••f6 • • 0000•• ••f• • f • 660E 0 • 0.♦ 0.6060 • •• 060•46 • a • 00000E • •••f6• • s •• •••f 6.66 00.00 • • a • 6• • 0000 •0.6• • •• •0••60 060.6• •• • •• as • • • •••••• •00000 0 • • *000 0 me • •0 0 6 t b SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section. The provisi©ns.of Section 84402 govem the minimum requirements and standards of the industry for roofing system installations.Additionagy,the following items should be addressed as part of the agreement between the owner ant the cwtra*r.'i :ownVs initial in the designated space indicates;that the item has been explained. 2. er�alling wood decks:When replacing roofing,the existing wood roof deck(nay have to ObreniKinb renai accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. P)sed Ceiling:Exposed,open beam ceilings are where the underside of the roof decking #cnbeqVdXfro( m below.The owner may wish to maintatn'the architectural appearance;there�o�e,, • roofing nail penetration of the underside of the decking may.not be ac ceptabie.�This provides Wjptlon of ,• maintaining the appearance. 000•0.. .. 0000.• . q� .00.00 1,,,,, Lscuppers 6. (wall outlets): It is required that rainwater flo so that;h mof is ••;•'. not o oaded from a buildup of water. Perimeter/edge wall or other roof exteneqri+vy bloc-is•, *sees discharge if overflow scuppers(wall outlets)are not provided. It may be necessity to install d4erfrok scuppers in accordance with the requirements of Sections R4402, R4403 and 944V: s ' safe** 0000.. . . • 0000.. Owner/foents Signature Date Contractor Signature Date ot�o J�w II IT�(' Property Address Permit Number Revised on 7/9/2009 LD;07/01/2016; i