The URL can be used to link to this page

RF-16-2303 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756.8972 Inspection Number: INSP-265545 Permit Number: RF-8-16-2303 Scheduled Inspection Date: October 13,2016 Permit Type: Roof Inspector Mesa, Michel Inspection Type: Final Roof Owner. KOLOSSOWSKI,ERIKA Work Classification: Tile Job Address:700 NE 101 Street Miami Shores,FL 33138- Phone Number Parcel Number 1132060172220 Project: <NONE> Contractor OBENOUR ROOFING SHEET METAL&SUPPLY CO.INC Phone: 305-757-2612 Building Department Comments. RE-ROOF TILE ROOF WITH SANTA FE CLAY.ADHESIVE ommonts SET PER NOA 15-0915.09 INSPECTOR COMMENTS False a r Inspector Comments Passed Failed El Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-Inspection fee is paid October 12,2018 For Inspections please call:(306)762-4949 Page 5 of 19 GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS 1 ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES � ` DYNATECH ENGINEERING�E� CORP. \\�4� v. .'-DYNATEC&IENGINEERING.COM CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH FLORIDA BUILDING CODE TEST POTOCOL TAS-106 MIAMI,October 10,2016 PERMIT No.RF 8-16-2303 CLIENT:Jim Obenour:OBENOUR ROOFING:9822 NE 21 Avenue,#9,Miami Shores,FL 33138 PROPERTY ADDRESS: 700 NE 101 ST STREET MIAMI SHORES,FL 33128 TILE TYPE/ATTACHMENT: Spanish S Roof Tile Polyfoam Set. Inspected By:JM/DB Testing Equipment:Humboldt Scale Model H-4620 The test results presented here reflect the condition of the roof system at-the time of the test.These results are time and sample dependent since roof condition are continuously changing due to the exposure to the element and roof top traffic Test No. Test Location Field Uplift Pull Test Test Result 1 -63 Field See Sketch Below >Than 35 LBS Passed 64-70 Corner See Sketch Below >Than 35 LBS Passed 71 - 104 Perimeter See Sketch Below >Than 35 LBS Passed 105- 133 Ridge caps See Sketch Below >Than 35 LBS Passed ROOF TILE UPLIFT IN ACCORDANCE WITH FLORIDA BUILDING CODE TEST PROTOCOL TAS-106 ROOFSKETCH 96 9 71 72 _JV. 4 1 1_ _]569 1041 — — 62 63 1 1 I l0 � — — — — —103 59 1 8 99 1 0 101 102 61 371 I — — — — — — — — — � J ` 1 1 36 '74 951 60 58 1 1 91 55 54 53 52 51` \ 38 1 11 1135 175 I 57 1 2 0 46 47 48 49 50` 1 94 1 8 ` 39 I I I 1 I 1 12 3 1 45 44jig 43 42 34 176 1 1 0 20 21 22 1 32 1 931 7 40 1 1 1 23 24 25 26 33 177 I 4 11 t 1 13 12 \ X31 30 29 28 27 41i 921 14 6 18 17 I 651 3 — — — — — — — — — — g5 84 83 81, _ _111 _ _ _ 80 79 6 191 90 8911 12 8 191 15 4 1 6 1 1 1 16 17 21 88 87 Sincerely yours, ®, L i C Wissam Naamani, P.E. o OP e DYNATECH ENGINEERING CORP. °°.�o Florida Reg.No. 39584 kP, °o HIDA �� Special Inspector No. 757 � �L E--NG\� 750 WEST 84TH STREET.HIALEAH.FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFO®DYNATECH£NGINEERINO.COM ,\�*EC Page 1 of 1 .5�O1 s Miami shores Village ... uu.� Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �IORIDA Tel: (305) 795.2204 Fax: (305) 756.8972 12 RE: Permit# (61--t3 DATE: (� INSPECTION AFFIDAVIT rbfN licensed as a (n) facto /Engineer/Architect (Print name and circle License Type) FS 468 Building Inspector License#: � On or about 3 Z'�� , I did personally inspect the roof deck nailing ( ate&time) work at 1`3r If (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Bas n 553.844 F.S) 6z,%, nature State of Florida County of Dade: The undersigned, being the first duly sworn,deposes and says that he/she is the contractor for the above property mentioned. Swom to and subscribed before me this 30 day of 2� Nota Public, Sate of Florida at Large 9WD bs a FbWary gartFF 01064417 'General,Building,Residential,or Roofing Contractors or any individual certified under 4r8 F.S.to make such an inspection.Include photographs of each plane of the roof with permit#and address#clearly shown marked on the deck for each inspection 0md*&d n„ni1mmnan1Gn1nnno Miami Shores Village t� Pe/xr ��'�'" �6 10050 N.E.2nd Avenue NE � ," ,IrWcfrcc� �ti�+� " -"' Miami Shores,FL 33138 0000 ` V Phone: (305)795-2204 aE ;£ 8.1� Expiration: .. ,,,.. 17 I / i1 Project Address Parcel Number Applicant 700 NE 101 Street 1132060172220 Miami Shores, FL 33138- Block: Lot: OSCAR MIRANDA Owner Information Address Phone Cell ERIKA KOLOSSOWSKI 700 NE 101 Street MIAMI SHORES FL 33138- 700 NE 101 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 25,460.00 OBENOUR ROOFING SHEET METAL 1305-757-2612 Total Sq Feet: 3481 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF TILE ROOF WITH SANTA FE CLA Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile 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-8-16-61000 CCF $15.60 DBPR Fee 15 88 08/16/2016 Check#:8291 $885.36 $0.00 DCA Fee $4.88 Bond#:3195 Education Surcharge $5.20 Permit Fee-New Roof $325.00 Scanning Fee $9.00 Technology Fee $20.80 Total: $885.36 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 4. forego' g inform tion accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I horize a abo na d contractor to do the ork stated. August 16, 2016 Authorized Signa re: wner / Applicant / Contractor / Agent Date Building De rtment Copy August 16,2016 1 Miami Shores Village RIECEIVE'D ` Building Department UG 1 6 2010 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY o ,"L"_ Tel:(305)795-2204 Fax:(305)756-8972 _ INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 iq BUILDING Master Permit No. EEI PERMIT APPLICATION Sub Permit No: ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [_]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP % CONTRACTOR DRAWINGS JOB ADDRESS: :ZD 1r� I 7_ City: Miami Shores Coun : Miami Dade Zi Folio/Parcel#: _ �.2 Z2_2- Is the Building Historically Designated:Yes NO Occupancy Type: Load: //�� Construction Type:/� Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 03C 3C 0 4 � ) ,tA P Phone#: :3 Address: 16 6 9 le ( 6 1 i f" / City: u) 14 4111 � h 6 )-t> State: �/ Zip: Tenant/Lessee Name: Phone#: Email: r p CONTRACTOR:Company NamelJ�)�M ®fid vv� ,n cc� M 4 i.1, (Aone#:3 Y Address: ®� City: IL4 / ,A `� State: d � Zip:3 3 1 Qualifier Name: J4 ryte) a� L/) C/j C�� Phone#:-3�2� 7 :;2, 1 1 -2 State Certification or Registration C'C' Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: ' / City: State: �i� Zip: Value of Work for this Permit:$ 0� 7`/w�. Square/Linear F tage of Work: 3-124-71 Type of Work: El Addition E] Alteration ❑ New Repa' /Replace 1:1 Demolition Description of 19rk: W, I?e,( AA-0-47 09 Specify color of color thru tile: ®7y�- Submittal Fee$_0 Permit Fee$ 3- CCF$ 60 CO/CC$ Scanning Fee$ Radon Fee$ S� DBPR$ - Notary$ Technology Fee$ s &D Training/Education Fee$ �� Double Fee$ Structural Reviews$ Bond$ ` TOTAL FEE NOW DUE$ (Revised02/24/2014) 5a 15;; Banding 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. Signatur O (t Signature F OWNER or AGENT CONTRACTOR The foregoing instrument cknowledged before me this The foregoing instrum=A-- knowledged before m this day of ,20 / day of ,20 by ��-t �1 Ste►#, is per rJ4wn t� cJl4rr ,l �'�a mho is personally'known to me or who has prodLxed 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: �4 Sign: Print: �� '�l�-�' i/'�' Print: Seal :aa�PLa C A''"?'NE A.DUFFIN Seal ;�`n"V p`'_�, CA7HERINE A.DUFFIN Notary Pur!c • State of Florida 1; - Notary public My Coram. Expires Apr 15,2017 O,� MY Comm, Expires State of Florida Commission #'FIF 84117e '�,�OF{�OP�� 0 Commission qpr 15 72017 �*Fek u !d�,otary Assn. Q76APPROVED BY �� ( Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village • 91 Building Department 10050 N.E.2nd Avenue �LpR ► 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: fv (�-,2, 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: o-5(2 e, a-,) Property Address:_ �7 e Roofing Permit Number: Dear Building Official: I b. h C certify that I am not required to retrofit the roof to wall connections of my building because: XThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC)or with the provisions of on of the South Florida Building Code(1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, Ding the first duly swom,, de ses and says that he/sh the owner for the abov property mentioned, Sworn to and subscribed before me this / day of d Par CATHERINE A.DUPER; Natary public-state Of Florida Notary Public, Sate of Florida at Large "'� ' My c- ;m Expires Ap, '5.2017 .,OFF C!7:i .!f C'C e4 Bor 17 • When the just valuation of the structure for u y '�'v Assn. 1 purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was of ns -wtih FOO nap SFBC.Then you must provide a building applica0on from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 .ffl'' S 6/20/2016 Property Search Application-Miami-Dade County ...r ��: FFA E � THE PROPERTY APPRAISER Summary Report Generated On:6/20/2016 Property Information Folio: 11-3206-017-2220 Property Address: 700 NE 101 ST Miami Shores,FL 33138-2469 Owner OSCAR MIRANDA ERIKA KOLOSSOWSKI Mailing Address 700 NE 101 ST MIAMI SHORES,FL 33138 Primary Zone 1100 SGL FAMILY-2301-2500 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT r Beds/Baths I Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,554 Sq.Ft Taxable Value Information Lot Size 10,300 Sq.Ft 2016 2015 2014 Year Built 1951 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2016 2015 2014 Taxable Value $329,747 $327,108 $324,116 ---- ----- School Board Land Value $257,698 $247,250 $215,909 Exemption Value $25,000 $25,000 $25,000 Building Value $192,571 $194,053 $190,477 032 $4,080 XF Value $5,478 $4, Taxable Value $354,747 $352,108 $349,116 _._. _ _. City Market Value $455,747 $445,335 $410,466 Exemption Value $50,000 $50,000 $50,000 Assessed Value $379,747 $377,108 $374,116 Taxable Value 1 $329,747 $327,108 $324,116 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value 1 $50,000 $50,000 $50,000 Save Our Homes Cap Assessment Reduction $76,000 $68,227 $36,350 Taxable Value $329,747 $327,108 $324,116 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 09/30/2009 $495,000 27041-4599 Qual by exam of deed Board,City,Regional). 08/01/2001 $415,000 19856-0149 Sales which are qualified Short Legal Description 07/01/1997 $193,500 17719-2295 Sales which are qualified 6 53 42 PB 15-14 03/01/1991 1 $145,000 14952-2896 1 Sales which are qualified AMD PL MIAMI SHORES SEC 4 LOTS 7&8 BLK 104 LOT SIZE 100.000 X 103 OR 19856-0149 08 2001 1 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/disciaimer.asp Version: t c ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 0000 • 0.0. ..•.•• a SECTION 1525 ' p HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMITAPPLICAiT4OAb• 9600% 1 0000.• . .••0 . •0000• 1 Florida Building Code 5th Edition(2014) •••••. ' 0000 . 0000. 1 High-Velocity Hurricane Zone Uniform Permit Application Forpti.... . 1 • . • • • •0000 0.000• 1 INSTRUCTION PAGE :000*0: ' 1 . . . 0 . .....• G; 1 COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFINPERMIT 0.00• :0000' 1 APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW`• 1 1 Roof System Required Sections of the Attachments Required 1 Permit Application Form See List Below 1 Low Slope Application A,B,C 1,2,3,4,5,6,7 1 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 1 Asphaltic Shingl A,B,D 1,2,4,5,6,7 1 Concrete Clay Tile A,B,D,E 1,2,3,4,5,6,7 1 Metal Roofs A,B,D 1,2,3,4,5,6,7 1 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 0 1 Other As Applicable 1,2,3,4,5,6,7 p ATTACHMENTS REQUIRED: p 1. Fire Directory Listing Page p 1 2. From Product Approval: p Front Page 1 Specific System Description Specific System Limitations 1 General Limitations 1 Applicable Detail Drawings 1 3. Design Calculations per Chapter 16,or if applicable,RAS 127 or RAS 128 1 1 4. Other Component of Product Approval 1 5. Municipal Permit Application 1 6. Owners Notification for Roofing Considerations(Reroofing Only) 1 7. Any Required Roof Testing/Calculation Documentation 8 15.36 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) J ` J II ' I 1 Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to Licensc Agreement-No further reproductions authorized. t T 0000 • • 0000 • • 000009 • • • •• 00.00 • •• • •• 0000•• 0 0 ••000• • 000 0000•• •00• •000• • 0 0 0• ••000• •000• 60: 0 • • 00 0:0000 000 •0000• • • • • • • •000•• ••000• ••000• ••0• • •• • • • • t r ROOF ASSEMBLIES AND ROOFTOP STRUCTURES IVF Florida Building Code 5th Edition(2014)High-Velocity Hurricane Zone Uniform Permit Application FsmV,, Section A(General Information) '•;••; •••. • •• .. Master Permit No. •••••• Process Nor• • • Contractor's Name �j10®eJ� �G/�� •••••• ••••�• Job Address !®U NG /®/ SI All S �D��S •••�•• �•••r 1 ROOF CATEGORY 1 O Low Slope ❑ Mechanical) Fastened Tile 1 Y � Mortar/Adhesive Set Tiles 1 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 ❑ Prescriptive BUR-RAS 150 1 ROOF TYPE 1 ❑ New roof ❑ Repair ❑ Maintenance Reroofing ❑ Recovering 1 ROOF SYSTEM INFORMATION 1 Low Slope Roof Area(SF) — Steep Sloped Roof AREA(SSFP Total(SF)3!/'A/ 1 1 1 Section B (Roof Plan) 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overflow scuppers a d s. 1 c u e dimen- sions of sections and levels,clearly identify dimensions of elevated pressure zones and locatio' ts. ; 1 1 1 1 Ju �, 1 1 o9 p^ QI 9 Uq NA !3 i 1 L_, i % /, ; -- 1 0 1 FLORIDA BUILDING CODE--BUILDING,5th EDITION(2014) 15.37 Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8.201510:32:12 AM pursuant to License Agreement.No further reproductions authorized. M sees • 0000.0 sees.. • • •. 99 . .. sees.. sees.. .. • sees.. sees.. � � sees • • ses.. sees se ees. • • sees.. 04.96 ,sees 0 . 00000 0.666. 0 000 sees.. . sees.. sees.. • • sees.. 9690 . .. t � ROOF ASSEMBLIES AND ROOFTOP STRUCTURES •ee• • . • e Florida Building Code 5th Edition(2014) '..' ; ::00 000%. • High-Velocity Hurricane Zone Uniform Permit Application Form 9o:o• ••.'•' 11"* 0.0000 e 1 Section D(Steep Sloped Roof System) •""• ;••• :("'; ((�� _}. /1 • .1... Roof System Manufacturer: _ A�ri 14W P I f le w y n •• e• .":'e • ••. Notice of Acceptance Number. ]�j�f /.�, �j !00:00 • • • • Minimum Design Wind Pressures,If Applicable(From RAS 127 ori Iculati_o_n� •' :...;e *Joe:* P1: `f,7`I P1: I*.4J .P1: .7,/. yB •••' • *so: 00 ••e• • e •• e 1 B Deck Type: 1 Type Undedayment: Roof Slope: 1 12 Insulation: Ax��. 1 Fire Barrier: Ridge Ventilation? Fastener Type&Spacing: Ibf Sri c��vc� L Adhesive Type: ''/ y�J� ./�s ry ar j- 1 1 Type Cap Sheet: 'q rN! ,� yet �,a 1 1 1 Mean Roof Height: Roof Covering: tnl' L%fx 1 1 Type&Size Drip ��,, 1 Edge: � 1 1 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.39 1 1 1 Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Elie=Palacio on Jun 8.2015 10:32:12 AM pursuant to License waignimanksAgreement.No further reproductions authorized. y r i 0000 0• • 000000 Y0 • • • •• • 00 • •• • • • • 0000•• •66666 • •• • • 0 06.66• • •6•••• •666 ••666 • • • . •6.66• •666• •6•6•• 6 • •6.66 •• •• • • •6 • 66••6• •6666• •6666• 0 es ••'�••• 0000 • •• 1 � ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 0000 ® Florida Building Code 5th Edition (2014) 9•, •••••• see*** •• • •• , • • 690.06 0000 • High-Velocity Hurricane Zone Uniform Permit Application Forrrf.•110•• 6 9699 , • ••699• • 6.9.9• • • • • •96.6 � Section E(Tile Calculations) ....�• �6•• • ii For Moment based the systems,choose either Method 1 or 2. Compare the values for M,with the valbas"m M,. If ti"M,values .•••.• are greater than or equal to the M,values,for each area of the roof,then the the attachment method i3 assaplable. • i9 • • • •6••9• 9.9si• Method 1 "Moment Based Tile Calculations Per RAS 127" � • , • � (P 1: x .1 k"?= d -Mg:, SZ =Mn j j!7y Product Approval M, •�Oi� •••• ••6 6 6• Product Approval M, � •6.' ; 6 • (P3:i[v,'/xX 3'1'7=v1J 1�-Mg .!i a=M,2Product Approval M,_ Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(M,)From Table Below Product Approval M, M,required Moment Resistance* { Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 1 2:12 34.4 36.5 38.2 39.7 42.2 i1 3:12 32.2 34.4 36.0 37.4 39.8 f 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 1 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 it *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3.Compared the values for F with the values for Fr. If the F'values are greater than or p equal to the Fr values,for each area of the roof,then the the attachment method is acceptable. 9 Method 3"Uplift Based Tile Calculations Per RAS 127" (P1:_x L_- x w:= W: x cos 0_=F„ Product Approval F' (P2:_x L_= x w:=_)-W: x Cos 0_=Frz Product Approval F it (P3:_x L_= x w:=_)-W: x cos 0_=F„ Product Approval F' 9 9 Where to Obtain Information Q Description Symbol Where to find Q Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Q Mean Roof Height H Job Site Q Roof Slope 0 Job Site p Aerodynamic Multiplier A Product Approval Q Restoring Moment due to Gravity M9 Product Approval B Attachment Resistance M, Product Approval Q Required Moment Resistance M8 Calculated Q Minimum Attachment Resistance F' Product Approval Q Required Uplift Resistance F, Calculated Q Average Tile Weight W Product Approval 1 Tile Dimensions L =length W=width Product Approval All calculations must be submitted to the building official at the time of permit application. 1 15.40 FLORIDA BUILDING CODE-BUILDING,5th EDITION(2014) 0 t ' I ' 1 Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. • Y • • • 0000•• f • 0000 •••e0f 0000 • • 0000 •••••s fe•f•• • 0000•• • Y f • • 0 f • •0000• 0••• • •• �OR� 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 provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space indicates that the item has been explained. 2. OM Renailing wood decks: When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. V!—Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 6. —0!1 Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It m be necessary to install overflow scuppers in accordance with the requirements of Sections 1 , 403 d R4413. /tractor X/ er/Agent's SignatureDate gnature Date 06 1v�= Property Address Permit Number 0000 0000:0 . • .. .. . Revised on 7/9/2009 LD;07/01l2015; • 0000.. .. . 0 000000 0000 . .6000. 0000 6 0 666666 ..66 ..666 • 0 0 • 0 0 0 00 60 00 0 600006 660006 0 . 6 . 6 . 66666 • 6 . • 6 . .. 0000 :0006: 0000 0000.. 0000 . . 0000.. 00.00. 0000.. 0000.. 0000 0000. . 0000 0000. 0000 0000.. 0000.. . .. .. .. • 0000.. 0000.. 0000.. 0000 . 0. C MIAMHNUWMIAMI DADE COUNTY �' ' PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY kND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMDUSTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Santafe Tile Corporation 8825 NW W Street Medley,FL 33178 SCOPE: This NOA is being issued under t he applicable rules and regulations governing the use of construction materials.The documentation submitted has bee a reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami-Dade County aid 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 qw lity assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will in..w 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 app icable building code. This product is approved as desc:ibed herein,and has been designed to comply with the Florida Building Code including the High Velocity Hun icane Zone of the Florida Building Code. DESCRIPTION: Santafe Spai dsh`S'Clay Roof Tile LABELING: Each unit shall be ar 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 d►e considered after a renewal application has been filed and there has been no change in the applicable building code n!gatively affecting the performance of this product. TERMINATION of this NOA•Evill occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufactu-e of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any othe-purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cau;e for termination and removal of NOA. 0000 • ADVERTISEMENT: The NO k number preceded by the words Miami-Dade County, Florida]and fali®wed by•the•:- expiration date maybe displayed in advertising literature. If any portion of the NOA is tiisphayedil,Jheg• shall be*. done in its entirety. •••••• •• •••••• 0000.. 0000.. 0000 INSPECTION:A copy of this ,ntire NOA shall be provided to the user by the manufactug;pl Its dish lbtttdrs and.... shall be available for inspection it the job site at the request of the Building Official. ...••• 4100:00 ••••• .. .. .. 0 0000.. This NOA renews NOA No. 12-)2 10.01 and consists of pages 1 through 5. •••••• •• The submitted documentation w is reviewed by Gaspar J Rodriguez. :*099: { .. 0000 NOA No.:15-0915.09 MIAMbDADE COUNTY Expiration Date: 02/01/21 �� ---/ Approval Date: 01/21/16 Page 1 of 5 SSSS SSSS.. SSSS . . SSSS.. SSSS.. Soso SSSS.. ..••• . SSSS SSSS. .o.. SSSS.. •o .. .. • ..o... •00000 . . . . SSSS.. SSSS.. 0000 . .. ROOFING ASSEMBLY APPI tovAL Category: Roofing Sub-Category: Roofing Tiles Material: Clay Deck Type: Wood 1. SCOPE This approves a roofing sysi em using Santa Fe"Santafe `S"Clay Roof Tile,as manufactured by Ladrillera Santafe S.A.in Bogota,Col)mbia and distributed by Santafe Tile Corporation as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements,as determined by applicable Building Code,do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 he:•ein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Santaf6 `S' Clay Roof L = 18" TAS 112 One piece high profile clay roof tile equipped with Tile W== 11.1" Type I two nail holes. For nail-on,mortar set and adhesive Thickn sss=0.39" Grade 1 set applications. Trim Pieces 1=varies TAS 112 Accessory trim,clay roof pieces for use at hips, w= varies rakes,ridges and valley terminations. Manufactured varying;thickness for each tile profile. 2.1 MANUFACTURING LocATION 1. Bogota,Colombia 2.2 SUBMITTED EVIDENCE Test Agency Test Identifier Test Name/Report Date The Center for Applied Engineery ig,Inc. 94-156-8 TAS 101 Aug. 1994 94-156-9 TAS 102 The Center for Applied Engineeriig,Inc. 25-7205-1 TAS 101 March 1995 The Center for Applied Engineers ig,Inc. Project: 07-074X)-91 TAS 100 Sept. 1994 (307023) Redland Technologies 7161-03 TAS 10$ •..per. 1991..... Appendix II (Nail-04. : .. . •• Redland Technologies 7161-03 Static Uplift'1��.� •.-i� c. 199 •• Appendix III TAS 102&TAS JJQ2.(A) :"•': Redland Technologies P 0402 Withdrawal ResNWce Sept. 199 :'•. ...... ... ..... Testing of Screw vs•smeoth • .. .. .. . ...... shank nai�h Redland Technologies P 0647-01 TAS A :..Abg. 199'" (MortarS;V •�• •••••• NOA No.:f5-0915.09 MwMafl�e�vu Expiration Date: 02/01/21 JAPPROVEDI Approval Date: 01/21/16 Page 2 of 5 2.2 SUBNII'1"I`ED EVIDENCE Test Agency Test Identifier Test Name/Reuort Date Redland Technologies P 0631-01 PA 108 July. 1994 (Mortar Set) Celotex Corporation Testing Servi;es 520305-01 thru 05 PA 102 June 1999 IBA Consultants,Inc. 2353-4 Restoring Moment Aug. 1999 PRI Asphalt Technologies,Inc. SFTC-003-02-01 TAS 101 12/06/02 IBA Consultants,Inc. 2353-70 TAS 101 09/22/03 113A Consultants,Inc. 2353-71 TAS 101 09/22/03 IBA Consultants,Inc. 2353-93 ASTM C 1167 07/18/05 American Test Lab of South Florida. RT0624.01-15 ASTM C1167-03 07/01/15 3. UwTATIONs 3.1 Fire classification is rot part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami Dade County Product Control Section for review. 3.4 Minimum underlaym;nt shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped un ierlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the undo alayment material manufacturers published literature. 3.6 This acceptance is far wood deck applications. Minimum deck requirements shall be in compliance with applicable building o)de. 3.7 May be installed on s lopes 7:12 and greater. 4. INSTALLATION 4.1 Santafe 'S' and its ccmponents shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119 and RAS 120. 4.2 Data For Attachment Calculations . • 0 .... 000900 .. .. . • •090Y• •• • 00000• 090.• 0• • • • •00.9 • • 990• ♦ • • • • 0.990• 909• • 6 0090 •0009• 909• ••000 0. 09 •• • ••0••0 • •00.0• • • • • • 0 •90000 •0000• • • • •9999• •• • 9999 • • NOA No.:15-0915.09 Miaaauane counrrr Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 3 of 5 ..... . ...... ..... .... ... . .. .. .. • e •e•e•• 0.0069 • 0 • • • 6 0 0 • e Tablo 1: Average Weight(W)and Dimensions (I x w) Tile Profile Weigh$W(lbf) Length-I(ft) Width-w(ft) Santafe`S' G.7 1.5 0.958 Table 2:Aerodynamic Multipliers—X(ft3) Tile A(ft3) )L( ) Profile Buten Applicatlon Direct Deck Santafe`S' 0.274 0.297 Table 3: Restoring Mor bents due to Gravity-Mg(ft-lbf) Tile 2":12" 311:12" 4":12" 5":12" 6":12" 7":12" or Profile greater Battens Direct Eattens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck I Deck Deck Deck Deck Deck Santafe`S' 5.93 1 5.90 1 5.85 1 5.82 5.73 1 5.69 1 5.56 1 5.53 5.32 1 5.29 5.03 5.00 Table 4: Attachment Resistance Expressed as a Moment-Mf(ft4bf) for Nasi-On Systems Tile Profile Fastener Type Direct Deck Battens Santafe`S' 2-10d Ring Shank Nails 21.8 NIA One#i8 Screw 29.161-2 N/A Two#8 Screws 38.28' NIA One#8 Screw w/Cap 57.311-2 NIA Two#8 Screws w/Cli 57.60' 61.77' 1. Approved screws as noted'Product manufactured by others'. 2. When usingone screw it must b s installed in the inside hole Iocated nearest to the hum of the tile. Table 5: Attachment Resistance Expressed as a moment Mf(ft4bf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Santafe`S' Tile Bond 38.93 Polyfoarn Polypro AH 160'"' 28.54 2 See manufactures component approval for installation requirements. 3 Flexible Product,Inc.Average wE i ht per patty 10.4 grams. 4 Polyfbarn Product Inc.Average%rel ht per patty 9.4 grams. Table 5A: Attachment Resistance Expressed as a Moment-Mf(ft4bf) for Single Patty Adhesive Set Systems •••• Tile Profile Tile Application Minimum hent Instance G • Santafe`S' Pol oam Po! ro AH 160Tm ••• • $ •• "" Polyfoarn Polypro AH 16OTm •"m'96 : 5 Paddy placement of 63 grams of Polypro AH 160TO '®" ' • 6 Paddy placement of 24 grams of Polypro AH 160'"". '•" ` `•" set*** Goes GwsoG Table 6: Attachment Resistance Expressed as a Moment-Mv{ f) •• •••• • for Mortar or Adhesive Set Systems :":': ' q • Tile Profile Tile Application A hnaent RUMUnce • : Santafe S' Mortar Set •• 923.6,00:0. • NOA No.:154915-09 �a�raw�ane country Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 4 of 5 e � •��• • • � • • • • • •• • •• • • � � • •��• • • • � ��• •��• • • • • • � • • • • • • •��• � • • • •��• • • • • � • • • 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statemen_ "Miami-Dade Country Product Control Approved". SANTA FE TM MADE IN COLOMBIA LAI IEL FOR SANTA FE SPANISH"S"CLAY ROOF TILE 6. BUILDING PERma Ri.,QUIREMENTS 6.1 Application for buildi sg permit shall be accompanied by copies of the following: 6.1.1 This Notice oPAcceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evab tate the installation of this system PROFuLE DRAWING When using one screw use this hole. • 18" O 11.1" . . .... ...... ...... .. . •0099• 0.0.9• 09•0 . . . • "SANTAFt S11 CLAY ROOF TILE '....' :••••• ..••• •...•• 0000 •9.9• END OF THIS ACCEPTANCE •''••' '••' ••'•�• 9.9.0• • . . • . 9••••9 9 . . •999•• NOA go.: 15-0915.09 MU4MNDADE COUNT? Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 5 of 5 ' I , e:•:•• •••• • • • • • • •eee:e • • • • •eee eeee•: • • • : • • • • • •e MIAMI DADE COUNTY MIAMIt ADE PRODUCT CONTROL SECTION ® 1 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY i ND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy ICP Adhesives and Sealants,Int. 12505 NW 44th Street Coral Springs,FL.33065 SCOPE: This NOA is being issued under-he applicable rules and regulations governing the use of construction materials. The documentation submitted has bee i reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and c ther 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 tl ie AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assw ance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expel se of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material wit3in 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 de:cribed herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurri cane Zone of the Florida Building Code. DESCRIPTION:ICP Adhesivi s Polyset®AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, stateAnA following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein .... •.•... RENEWAL of this NOA shall I e considered after a renewal application has been filed add We has limon no chatW:• in the applicable building code ne gatively affecting the performance of this product. •••• :0.00 0000.. 0000 . ..... TERMINATION of this NOA will occur after the expiration date or if there has been. ra`tision or flange in.ft.• materials,use,and/or manufactur;of the product or process.Misuse of this NOA as an endersement of Wp"c4imb sales, advertising or any other purposes shall automatically terminate this NOA.Failure to;Cdi#y with arty section of . . . . this NOA shall be cause for termi n **see:ation and removal of NOA. 0000.. . . 0000.. ADVERTISEMENT: The NO.,i number preceded by the words Miami-Dade County, Florida, and fp'D7v; ed 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 14-0805.01 and consists of pages 1 through 11. The submitted documentation wa 3 reviewed by Alex Tigera. NOA No.:16-0315.01 r�inr�tionce� Expiration Date: 05/10/17 Approval Date:04/07/16 Page 1 of 11 ...... .... . . ...... sees ...... ...... ...... 0 e ..... . .... ..... .... ...... . . o ...... . .. sees* s .0...g ..goes . . . . .0000. . . ROOFING COMPONENT Aip PROVAL: Category: Roofing Sub Category: Roof tilt adhesive Materials: Polyuret sane SCOPE: This approves ICP Adhesives Pol yset'AH-160 as manufactured by ICP Adhesives and Sealants,Inc.as described in this Notice of Acceptance.For-he locations where the design pressure requirements,as determined by applicable building code,do not exceed the c esign pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. 1 or use with approved flat,low,and high profile roof tile systems using ICP Adhesives Polyset'AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product D mensions Test Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset'AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPack' N/A Dispensing Equipment 30& 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which listAttachment resistance values with the use of I_7P Adhesives Polyset'AH-160 roof tile adhesive. ' . . 6666 6666.. MANUFACTURING LOCAT ION: •;• • 6666.. 1. Tomball,TX. •••••. • 6666 . 6666. 6666.. 6666 6666. PHYSICAL PROPERTIES: 6 6 0 9 9 Property Test a fift'!' '• 6 0 6 Density ASTM D 1622 1.6 lbsJft 3 6666.. . . .606.. Compressive Strength ASTM D 1621 18 PSI Parallel to rise •• 060:00 • 12 PSI Perpendicular to rise *0 • Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Fe Moisture Vapor Transmission ASTM E 96 3.1 Per /Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-400 F.,2 weeks +6.0%Volume Change @158°F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties li-ted above are presented as typical average values as determined by accepted ASTM test meth nds and are subject to normal manufacturing variation. NOA No.:16-0315.01 ARMIAMPDADE own gPE oration Date: 05/10/17 Approval Date:04/07/16 Page 2 of 11 6666 ...... 6666.. . .. 6666.. ..600. 6666.. 6666.. 6666 6666. . 6666 6666. 6666 6666.. 0..6.. .. .. .. . . ...... 6000.. 6666.. 06.. .. EVIDENCE SUBMITTED: Test Asencv Test Identdifier Test Name/Reno rt Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 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)b2/99 .... 520109-2-1 ..... ...... .... ..... .. .. .. . ...... LuvirmIONS: ••• •. 1. Fire classification is not pa t of this acceptance.Refer to the Prepared Roof Tile Ass"ry for fire•rating. ....:. 2. ICP Adhesives Polyset®All-160 shall solely be used with flat,low,&high tile profife •' '• •• *@ S o o 3. Minimum underlayment A all be in compliance with the Roofing Application Standard RAS 120 7••' 4. Roof Tile manufactures aci luiring acceptance for the use of ICP Adhesives Polyset®AH-160 roof file adhesive with their tile assemblies s]call test in accordance with TAS 101. 5. All products listed herein-hall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Flork a Administrative Code. NOA No.:16-0315.01 Musa+tine� '' D IKa Expiration Date: 05/10/17 '" Approval Date:04/07/16 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 value: with the use of ICP Adhesives Polyset,AH-160. 2. ICP Adhesives Polyset®AF-160 shall be applied in compliance with the Component Application section and the corresponding Placement Dolails noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset®AH-16(,shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance m ith Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in t he roof tile assembly NOA. 3. ICP Adhesives Polyset®AIF-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and ICP Adhesives and Sealants,Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Fa-,tory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and Sealants,Inc.ICP Adhesives and Sealants,Inc.shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix n ttio between the"A"component and the"B"component shall be maintained between 1.0-1.15 (A): 1.0(B). 6. ICP Adhesives Polyset®At[-160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 or ICP Adhesives ProPack®30& 100 dispensing equipment only. 7. ICP Adhesives Polyset®Al 1-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in fre slily applied adhesive.Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset AH-160 has been iispensed. 9. ICP Adhesives Polyset®Al 1-160 placement and minimum patty weight shall be in accordance with the 'Placement Details'herein. Each generic file profile requires the specific placement noted herein. • • •••• •••••• •••••• •• • •••••• • •••• • • • • •••• • ••••• •••••• •••• ••••• •• •• •• • •••••• • • • • •••••• NOA No.:16-0315.01 Muar�utueo eourrr�r Expiration Date: 05/10/17 Approval Date:04/07/16 Page 4 of 11 ••.. 0.00.0 .0•• 0 . • .. . ,. • . . 0000. . •• 0000.• 0000.. 0000.. . . . . 0000 0.•.• • 0000 0000• 6009 •00.00 0000.• • •. •• •• • • • 0000•• 600040 • • • • • •.•. • •• • • Tabli,1:Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq.inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq.inches at 12 grams per paddy head of tile 9-11 sq.inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq.inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq.inches 34 grams under pan LABELING: All approved products listed herei a shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and 1 bllowing statement: "1Vliami-Dade County Product Control Approved"or the Miami- Dade County Product Control Seg 1 as shown below. M A JI Q/�DE COU{�1TY BUILDING PERMIT REQUI[CEMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. 0000 0000 0000•• 0000•• •• • 0000•• 0000•• • 0000•• 0000 •••0•• • • 0000• • 00000• 0 *00.. • 0000 • 0000• 00• • 00 • • • • 0000•• •00.00 • • • • • • 0000•• •0000• 0 0 • • • 0000•• NOA No.:16-0315.01 Mi�e►oe eo Expiration Date: 05/10/17 •••e e SMAV Approval Date:04/07/16 Page 5 of 11 SSSS SSSS.. SSSS SSSS.. SSSS.. SSSS.. • SSSS SSSS. .Soso. . . SSSS .... . - SSSS.. 0 so • SSSS.. SSSS.. SSSS.. ADHESIVE PLACEMENT DETAIL#1 1�i9t2,r hF kc n y, mzna + FlaVLaw Profile Tile ;m4st�nac�uiredG• _ 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 strengthening fib closest to the Overlock * of the tile being set. Bast xvs�nt�xna9 � x , 2. Continue in same manner.Insure approximately 17 (109.7 cm2)—23(148.4 cmc square inch adhesive contact with the underside of the tile. �•'yj S � imsRla aed r ®" Medium Profile/ Double Pan Tile !Jail through Fume cememl lavhen M%aalredl _r. 4�„•,0t ,, 1. Starting at the eave course,apply a minimum 2" a :z (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown F '` $ under the pan portion of the file closest to the Overlock of the file being set. 2. Continue in same manner.Insure approximately 17 °a1sri oll��al (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. � Eaea Clc�uns LftV Coarse -Fascia Narhaouoplook conoRIM:_.®' Sigh Profile/Single Pan Tile aga teae ec-t�u+�edl Paddy laono"ShTiln .... ee,, sayaa 1. Starting at the eave course,-apply a minimum 2f'•':' (50.8 mm)x 10"(254rn�x 1"(2,5'4iftw )foam paddy onto the underlsIftht positidded as shown _ 11 ' t W v under the pan portion df fi►e file closest jo the X Overlock of the file beijjjt? Goes* Go 2. Continue in same manna?."live approximately q'T (109.7 cm)—23 (148.4�rsquare inbh adhesive'• contact with the underside oi'the tiYe..•:• r Fav*Course Fria:- •• • •.•• 0 00 vgeepw- � 4 a` E3tYR RIPfSafa" NOA No.:16-0315.01 M.DE COu Expiration Date: 05/10/17 ®• • Approval Date:04/07/16 Page 6of11 0000 6.066. 0000 • . .. 0 • 00 0000.. . 66 0000.. 0000.. 0000.. • • 0000 .6000 00060. . . 0000 0000. 0000 0000.. . 60 • 6 0 0000.. 6.0000 . 0 . 0000.. 0000.. • 0 0000 0 •06• ADHESIVE PLACEMENT DETAIL##2 sin u srm•.e_ x�e•�•.c�ga.i Flaf/Low Profile Tile c re�uised - c�• l'! 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 strengthening rib of the file closest to the overlook of 201a f: the tile being set.Insure approximately 17(109.7 cm) 23 (148.4 cm2)square inch adhesive contact with the ��c®urs•. z underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the a s underlayment positioned as shown under the o strengthening rib closest to the overlook of the tile being set. 3. Continue in same manner.Insure approximately 10" (64.5 cm2)-12(77.4 cm2)square inch adhesive contact with the underside of the tile. Medium Profile/Double Pan Tile Nail thk Owtir cemml ;wfieea ce.;u�ee+�1 1. Starting at the eave course,apply a minimum 2"(50.8 mx 10"(254 mm)x 1"(25.4 mm)foam paddy m) onto the underlayment positioned as shown under the pan portion of the tile closest to the overlook of the + _ 4 file being set.Insure approximately 17(109.7 cm2)— 7 r,;:.,. € 23 (148.4 cm2)square inch adhesive contact with the underside of the tile. r 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the A � underlayment positioned as shown urif pan 0 0 0 0 portion of the tile closestgo t1l �overlod�c o the file •• • • &Ane C rtu= ' --F•ecv •• • • • • • being set. 0• •••••• 3. Continue in same manner.juvre appsoxiately 1$ (77.4 cm2)- 14(90.3 cm2).square inA adhesive •-:-'• 0000 0000. contact with the underside efthc tile. 0000 0000.. 0 . . • • 0000.. (Instructions continued on 2 ext gage) ...• 00 0 NOA No.:16-0315.01 r�uuhc-nape COUNTY Expiration Date: 05/10/17 Approval Date:04/07/16 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#3 tan n requ j% i1� `moi ( Em �i(whe1. On the eave course only,apply a minimum 2"(50.8 `'> ' mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy easce's°OGTW j Pa ft Lunde tb- onto the underlayment positioned as shown,under the strengthening rib for flat file or under the pan portion of the tile for low or high profile file closest f ` to the overlock of the file being set.Leave x 4 ia.. ` ej;°'`. approximately 4" (10 1.6 mm)up from the eave �9tet1 .,<" tM edge free of foam to prevent the expanded adhesive CM t� t,' Z x a�. f�-'�._ from blocking the weep holes. Insure " f- approximately 17-23 int(109.7-148.4 cm2)of adhesive contact with the underside of the file 11 2. Apply a 411(101.6 mm)x 4" (101.6 mm)x 1 (25.4 mm)foam paddy onto the underlayment just below p$tiloay P fe Me Tile the second course line positioned foam paddy under the strengthening rib for flat tile,or under the watt a MUO Rtastix sie paddy u"detfie pan portion of the tile,closest to the underlock for 1whan requiied) Paddy lbetwM NW, the second course file to be installed. Insure \ / approximately 8-9 int(51.6-58.1 cm2)of adhesive ` pat mow, contact with the underside of the tile. • sifto addy '` r ,s �.. (Instructions continued on next page) '` paddgsn 5 �e ' t ! f e`F8sda EaveC�ea `' e Medium Pr)fileTRaas so ••••• •••• •••••• 00 00 • • •• • •••••• • • • • • •••••• as NOA No.:16-0315.01 eaura r�r Expiration Date: 05/10/17 • •• Approval Date:04/07/16 Page 9 of 11 ..•. 0000.. • • 0 •00. • 0 00 0•00.0 4,0*&** 00••00 ••0000•• • •.0• 00• • • • 0 0000 00.0• •••... . • • • • .00. 0 0 so • 000040 • • • • • • • ADH EsIVE PLACEmxNT DETAEL#3 (CONTHWED) NA duomp ` S11,ie r We 3. Also apply a 2"(50.8 mm)x 4"(101.6 mm)x 3/4" ,� (19 mm)paddy on top of the eave course file ° s �'' '� surface as shown,on top of the strengthening rib emensmay^ f�� frttd�; for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. V zing � �c� '� ° �� Install second course of tile.Insure approximately an`°` r �` 9(58.1 cm2)- 11 (71cm2)square inch adhesive 4 x a"". e contact with the underside of the file at the overlap S a x a i `� �;' 6 and 7(45.2 cm2)-9(58.1 cm2)square inch °n ` adhesive contact with the underside of the file at t1pMae-, `` the head of the tile.Continue in same manner. 2 in. � Eaw ire 4�Srl i >,� DApedge .r F High ProflzeT[fe 999• 9 • 9 •.•..• 0000 000..0 9 9991.9 • • 9 :0000: 0000 • • •00099 •••• 0000. :00000•••• • •••••• •••• ••••• • 9 • 0 • •• •• •• • 0060:•• •00.09 • • • • 0 • 0 00000 0 0000 • • 0 • •0009• 99 • 9999 • • 00 0 NOA No.:16-0315.01 rtiaMt•DADE aU Expiration Date: 05/10/17 Approval Date:04/07/16 Page 10 of 11 0000 0000.. 0000 . . 0000.. .0000. 0000.. 0000 0000. . 0000 0000. 0000 0000.. . . 0000.. . .. .. .. . ...... 0000.. 0 0 . . 0000.. . 0000.. . . Soso . .. o . ADHESIVE FLACEMENT DETAIL TWO PmcE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" 1)Place enough adhesive to achieve 65 tc 70 sq.in. Steep pitch applications (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam in contact with the pan tile. (when required) 2)Turn covers upside down.Place adhesh a in paddy onto the underlayment positioned as to t in.from outside edge of cover tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to tiles from rocking until adhesive has a chance to 25 s%in.contact area. cure. IUnderlayment r'', 2. Continue in same manner bringing two pan _•'" courses up toward the ridge.Insure approximately 65 (419.4 cm2)—70(451.6 cm2) square inch adhesive contact with the underside of the pan tile. o' Sheathing Eave closure (motar shown) 3. Turn covers upside down exposing the underside Weepholeof the tile.Apply a minimum 1"(25.4 mm)x 10" Fascia Board (254 mm)bead of adhesive directly on the inner Remove top portion of the eave course o over die.Abut to second course of edge of each side of the cover tile.Leave pan tiles.Ensure save end of pan and col er tiles are flush at eave lime. approximately 3/4!'(19 mm)to 1"(25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile,inward,free of foam to allow for expansion. 4. Turn cover file over after foam is applied and place onto pan file course.Insurg wmiijimum of 20(129 cm2)-25 (1b1.31cm2)sqd t'2•incb .... • contact area on each*' of the covet!rile to the'. ... . .. pan tile.Continue i4e,,manner..Tran awa...... y any cured exposed fbama&esiye.Pointing pf•••• longitudinal edges of ih&cover Wes Me ..... considered optional' .. .. .. . ...... . 5. When additional dditional • g s required;2" 50.8 � oahe .... . mm)x4"(101.6 mtn)filers wire, system using galva$izft3%tain1e&%Wei,or ;•••• copper wire and compatible nw1s mW be used. END OF THIS ACCEPTANCE NOA No.:16-0315.01 MIAM11=- couniT�r Expiration Date: 05/10/17 • • Approval Date:04/07/16 Page 11 of 11 0000 0000.. 0000 . . . g e .. 0000.. 0000.. ..gee. o . . 0000 0000.. . 0000. . 0000 0000. 0000 0000.. 0000.. . .. .. .. 0 . .0.00. 0.0.00 0 . . . goose. ..Sees . . M . MIAMtCIAI � MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.ndamidade.gov/economy CertainTeed Corporation 18 Moores Road Malvern,PA 19355 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Underlayment Systems sees . . sees 000000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,*city*,state, g4lowing •, statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein•:" •' ' •0.00 0000.. sees.. RENEWAL of this NOA shall be considered after a renewal application has been filed ami�tfi�re has ben no change••• in the applicable building code negatively affecting the performance of this product. 000000 seee e e,e e• e . . .. .. .. . sees.. TERMINATION of this NOA will occur after the expiration date or if there has been a revW@a or change in the .' materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorse>nent ofAW.produet!•• • for sales,advertising or any other purposes shall automatically terminate this NOA.Failure t .6fiply%vith s any section.: .. of this NOA shall be cause for termination and removal of NOA. se•e • 00 0 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# 14-0724.16 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-1028.02 MIAMI•DADE COUNTY Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 1 of 9 � M •��• • • � • • • • • •• • •• • • • • • •��• • • • • •��• •��• • • • • • • • • • • • • •��• • • • • •��• • • • • • • • ROOFING COMPONENT APPROVAL Cateeory Roofing Sub-Cateeory: Underlayment Material: SBS SCOPE: This approves CertainTeed Underlayment Systems,as described in this Notice of Acceptance;designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specification Description WinterGuard HT 36"x 65' ASTM D 1970 Modified fiberglass reinforced,bituminous sheet Manufuring rolls material for use as an underlayment in sloped roof Location #1 assemblies. Designed as an ice&rain shield. WinterGuard Granular 36"x 65' ASTM D 1970 Granular surfaced modified,fiberglass reinforced, Manufuring rolls bituminous sheet material for use as an Location #2 underlayment in sloped roof assemblies. Designed as an ice&rain shield. WinterGuard Sand 36"x 65' ASTM D 1970 Embedded sand surfaced modified,fiberglass Manufuring rolls reinforced,bituminous sheet materiti fgr use as an Location #2 underlayment in sloltd rd4f assenllWs. so**:* Designed as an ice&rain sohield..0•.0• •. 9999.6 .. . 0000.. 0000.. 0000.. Diamond Deck' 48"x 250' ASTM D 226 Synthetic,scrim reinf6fdftundeent for'use • rolls Type H under shake, shingles,•s�lare or metal roofing.0'0.0. Manufuring ..999. 900009099 Location #3&40 .. .. .. . 0000.. .09.00 0 00 MetaLayment'°' 393/81,x 61' ASTM D 1970 A film surfaced,selfo;adh ring under •anent tgro 0• rolls use under metal rooftgg' :0690:• •••••• Manufuring •••• Location #1 so 0 Black Diamond'" 393/8,,x 68' 7" ASTM D 1970 Granular surfaced modified,fiberglass reinforced, Base Sheet rolls bituminous sheet material for use as an Manufuring underlayment in sloped roof assemblies. Location #2 Designed as an ice&rain shield.Not for use as an Anchor Sheet.Direct adhesion to wood deck not permitted in the HVHZ. NOA No.: 14-1028.02 Im "MADECOU Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 2 of 9 0000 0000.. 0000 . . . . e .. 0000.. ..e... .0000. . . . 0000 0...0. . 0 0000. . 0000 0000. 0000 0000.. . . . .0006. 0.000. . . . . sees. ..a.. . . • . . . 0000 .. . . TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specification Description Flintlastic GTA 393/81,x 32' 10" ASTM D 6222 Granule surfaced APP Modified Bitumen Manufuring rolls Grade G membrane with non-woven polyester mat Location #1 Type I reinforcement for torch application. All Weather/Empire 39 s/s"x 65' 10" ASTM D 4601 Asphalt coated fiberglass reinforced base sheet. Base Sheet rolls Type 11 Manufuring Location #1 DryRoor TU 39j/8"x 61' TAS 103 A polyester fabric surfaced,self-adhering Manufuring rolls underlayment. Location #1 Flintlastic GMS 39-N8"x 32'10" ASTM D 6164 Granule surfaced SBS Modified Bitumen Manufuring rolls Grade G membrane with non-woven polyester mat Location#1 Type I reinforcement for mop application. Flintlastic SA Cap 393/81,x 33'11" TAS 103 Polyester reinforced,self-adhering SBS modified Manufacturing rolls bitumen cap sheet. Location #1 Roofers' Select 36"x 144' rolls ASTM D226 An asphalt-impregnated,,®rganic*felt-re`mforovd... Type I with glass fibers,rooi'Mg uhderlaytiVri� •• Manufacturing •••r•• •• • •••••• • Location #S .•.... MANUFACTURING LOCATION: ...... .... ..... 1. Little Rock,AR. •.'..' '..' a ...... 2. Shakopee,MN •, 3. Hangzhou,China :...:. •••••• • 4. Silvassa,India •••••• 5. Shreveport,LA • NOA No.: 14-1028.02 MIAM4DAD;COUNTY Expiration Date: 11/24/19 VEDI Approval Date: 06/04/15 Page 3 of 9 EVIDENCE SUBMITTED: Test Aaencv Test Identifier Test Name/Reuort Date Momentum Technologies,Inc. AX31G8D ASTM D4601 09/05/08 AX31G8G ASTM D6222 06/05/09 TrinitylERD 3530.12.05-1-R1 ASTM D1623 10/05/09 3523.03.05-R2 ASTM D1623 01/12/10 C32240.03.10 ASTM D4977 03/04/10 C3500.04.10 TAS 103 04/01/10 C31860.05.10 ASTM D1623 05/18/10 C30280.12.09-R2 ASTM D226 12/11/09 C31410.10.10-R1 ASTM D5147.ASTM D4798 11/02/12 C30890.03.10-1 ASTM D1970 03/17/10 C40050.09.12-2 ASTM D1970 09/28/12 C34940.09.11-R1 TAS 103,ASTM D1623 10/04/11 C32930.01.11-R2 ASTM D1623 01/20/14 C45240.01.14-1 ASTM D1970,TAS 110 01/15/14 C45240.01.14-2 TAS 103,TAS 110 01/24/14 PRI Construction Materials CTC-075-02-01 ASTM D1623 10/07/11 Technologies,LLC CTC-075-02-01 TAS 103 10/07/11 CTC-093-02-01 ASTM D6164,ASTM D4798 08/09/11 CTC-189-02-01 ASTM D1623 11/18/13 0000 CTC-163-02-01 ASTM D6757,4STV D226!••.••0501(13... ASTM DW9 : 00000 e 000.09 e0 a 600006 InterTek Testing Services Ltd. 10103165000Q-002C ASTM 13226•• 08/1113..: 101227796COQ-003C ASTM DMY• :•••L08/137ia • 10103165000Q-005C ASTM DAW, .... 08/13133..' . . .. .. .. a sees.. 0000.. . . • sees•• . . 0000.. .. 0000 NOA No.: 14-1028.02 MIAMMAD,COUNTY Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 4 of 9 0000 0000.. 0000 . . .f0..• • •• 9990.• • • • • 9009•• 9909.• • • • • 9909 9•.•.• . 0 9999• • 9909 • • 9009• 9099 9009.• • • • •••.0• 9.000• • 0 • • •00.0• • • • so Deck Type 1: Wood,Non-insulated Deck Description: 19/32° or greater plywood or wood plank System E(4): Anchor sheet mechanically fastened to deck,membrane adhered. Anchor Sheet: One ply of ASTM D 226 Type H organic felt or All Weather/Empire Base mechanically attached with a minimum 4"side lap and a minimum 6"end lap.Anchor sheet shall be applied at a right angle(900)to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6"o.c.at the side lap edge and in a grid pattern spaced 12"o.c. in the field of the roll of the base sheet. Ply Sheet: (Optional)One or more plies of an ASTM D226 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One ply of Flintlastic GMS adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.or Flintlastic GTA torch applied to the preceding sheet or DryRoof TU, Flintlastic SA Cap,self-adhering membranes adhered to the preceding sheet with a minimum 4"side lap and 6"end lap.Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the membrane is acceptable. If membrane is strapped,then anchor sheet and ply sheet must also be strapped. When used in Tile roof systems the cap sheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum of 12"o.c. at the side laps and 6"o.c.at the end laps. No nails or tin caps shall be exposed. •••• ...... Surfacing: .Flintlastic SA Cap,Flintlastic GTA,Flintlastic GMS and DryRogZ j-L tnay bt iu* 'with gpy,;• approved roof tile system mechanically fastened as specified in t1wirLuffent NO®. . .. •Flintlastic SA Cap,Flintlastic GTA,Flintlastic GMS and DryRogf T3 inay bru0 syeAwith any000 • approved roof tile system adhered as specified in their current NOAH�ging anj foam adhegiW . listed and having a current tile adhesive NOA approval. • .. .. .. . 0000.. Must comply with appropriate Roofing Application Standard RAS:11$,AAS 149 RAS 129 ea. applicable Building Codes. . . 0000. • .. 0 0000 . . LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city, state and the following statement: "Miami-Dade County Product Control Approved"or the Miami-Dade County Product Control Seal as shown below. C-DADEC&W NOA No.: 14-1028.02 MIAMbDAD;COUNTY Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 7 of 9 0000 0000.. 0000 . . 0000.. . .. 0000.. 0000.. 0000.. 0000.. 0000 0000• • 0.•f • • 0000• 0000 0000•• • • • 0.0000• 0000•• • •• •• •• • • . .0.00. •00000 . • • 0 • • • 0 • •0000. . . • • • 6000 . .• • • BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. CertainTeed underlayment roofing systems utilizing Flintlastic GTA, WinterGuard HT, WinterGuard Granular, WinterGuard Sand,Diamond Deck,MetaLayment,DryRoof TU or Black Diamond Base Sheet as a cap membrane shall be acceptable for use in asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. CertainTeed underlayment roofing systems utilizing Roofers' Select shall be acceptable for use in asphaltic shingles. 3. CertainTeed underlayment roofing systems utilizing DryRoof TU, Flintlastic SA Cap, Flintlastic GTA or Flintlastic GMS as a cap membrane shall be acceptable for use in foam adhesive set and mechanically fastened roof tile systems as specified in the surfacing option of the approved assemblies. 4. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. CertainTeed underlayment roofing systems shall be installed in strict compliance with applicable Building Code. 5. CertainTeed underlayment roofing systems membranes shall be applied to a smooth, clean and dry surface with deck free of irregularities. 6. CertainTeed underlayment roofing systems membranes shall not be applied over an existing roo f tneftrane as a recover system but may be applied over an approved roofing Base/Anchor sheet under4tyra8st. '•'• +• 7. WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Black Diamond Base.J%egt, Fli4aW SA :• MetaLayment, Diamond Deck, Flintlastic GMS, and Flintlastic GTA shall not be left exposed as a temporary;99f for longer than 180 days of application. DryRoof TU and Roofers' Select shall not beoleR egposedAs64 tempoIary roof for longer than 30 days after application. • ..:00- 8. 8. CertainTeed underlayment products may be used with any approved roof covering 1jg ige'of Mhopkaiice listing:• CertainTeed underlayment products as a component part of an assembly in the -Notice of Acceptance. If. CertainTeed underlayment products are not listed, a request may be made to the Authority HaUg.Zarisdichol (AHJ) or Miami-Dade County Product Control for approval provided that appropriatd documentation is provided• to detail compatibility of the products,wind uplift resistance,and fire testing results. • 9. 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. 10. When applying the membrane in the valley, start at the low point and work to the high point,rolling the membrane from the center outward in both directions. 11. Roll or broom the entire membrane surface so as to have 100%contact with the surface, giving special attention to overlap areas. 12. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 13. The maximum roof slope for use as roof tile underlayment for direct-to-deck tile assemblies shall be as follows: (Limitations noted below are a result of the file stacking/tile loading performance and do not reflect to that of the underlayment. See Table Below) NOA No.: 14-1028.02 MIAMI PROVED COUNTY Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 8 of 9 0000 0 0000.. 0000 . e • . .6 . .. .000.• *060 06.000 60000. • 0000.0000. .fees. e 0000. . 0000 0000. 0000. s fe6e. . 0000.. . .. .. .. • e 0000.. 60000• . . 0000.. . 6 0000.. 00 . . 0000 • .. e LIMITATIONS: Tile Profile Flintlastic GMS' Flintlastic SA Cap' DryRoof`"TI)3 Flintlastic GTA` Flat Tile 4:12 6:12 6:12 6:12 Profiled Tile 4:12 5:12 6:12 6:12 'The following is applicable to all systems using and Flintlastic GMS: *Slopes up to 4:12—Stage by placing two tiles perpendicular to the slope followed by maximum four tiles on top parallel to the slope for a total of 6 tiles.(Illustrated in Figure 1 below). •Slopes greater than 4:12—Horizontal batten strips are required. Stage tiles touching horizontal battens;a maximum of 10 tiles shall be stacked parallel to the slope(See Figure 2 below). 2The following is applicable to all systems using Flintlastic SA Cap: *Slopes up to 5:12,Profiled Tile—Stage by placing two tiles perpendicular to the slope followed by maximum four tiles on top parallel to the slope for a total of 6 tiles.(Illustrated in Figure 1 below). •Slopes greater than those shown in the above table—Horizontal batten strips are required. Stage tiles touching horizontal battens;a maximum of 10 tiles shall be stacked parallel to the slope(See Figure 2 below). `The following is applicable to all systems using DryRoof'TU and Flintlastic GTA: *Tiles shall be stored on battens on roof pitches greater than 6:12". Slope Slope I Olt _ Side Vfew! Figure 2: Batten Method Front View :> Front Figure 1: Staged Method, View Figure 2: Batten Method END OF THIS ACCEPTANCE NOA No.: 14-1028.02 MusrTAPPRO counrnr Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 9 of 9 e , a toot toot•• ••+• • • • 41 • • • toot•• •foot• • • 80.06 [ toot toot• •fl• •f•••f 0.0.06 • 6s •• •• • • • 66+•00 06.61• • • • • •0866• • • i t MIAM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamldade.gov/economy Lomanco,Inc. 2101 West Main Street Jacksonville,AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (in Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: BIB-12,BEB-12,BIB-12TR,BEB-12TR Whirlybirds 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 aro tb rg has ba r no change►• • in the applicable building code negatively affecting the performance of this product. 00 ' ...... .. . ...... TERMINATION of this NOA will occur after the expiration date or if there has been a rev§w or cIVnge jn the ;'•••; materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endopseuient oI any product,.... for sales,advertising or any other purposes shall automatically terminate this NOA.Failure tp tgnply yAdt rQy sector•• 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,fttliowed by the0, expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then-it shall be Ione': in its entirety. *..0 • 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.11-0822.05 and consists of pages 1 through 7. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.26 Mu►ruOAwe counrnrAY..-A— Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 7 0000 66.... 0000.. 0000 .0096. . 9 0000. . 0000 0000. 0.. 0000.. 0000.. .000. .. .. 0 . .66999 .00006 . . . 0000.. 0000.. .... .. ROOFING COMPONENT APPROVAL Category: Roofing Sub-Cateeory: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description BIB-12 WhirlyBird® 12"wide at base 17-1/8"high TAS 100(A) Turbine ventilation system,internally Vanes 0.0175"thick braced,for shingle installation. Elbow 0.0305"thick Base 0.025"thick BIB-12TR Whirlybird® 12"wide at base 20-'/a"high TAS 100(A) Turbine ventilation system,internally Vanes 0.0175"thick braced,for tile intallation. Elbow 0.0305"thick Base 0.025"thick BEB-12 WhirlyBird® 12"wide at base 17-1/8"high TAS 100(A) Turbine ventilation system, Vanes 0.0175"thick externally braced, for shingle Elbow 0.0305"thick installation. Base 0.025"thick BEB-12TR Whirlybird® 12" wide at base 20-'/Z'high TAS 100(A) Turbine ventilation system, Vanes 0.0175"thick externally braced,for tile intallation. Elbow 0.0305"thick Base 0.025"thick Turbine Cap 12"dia. TAS 100(A) Turbine cap to be installed in the event of a Hurricane Warning. 0000 TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Test Product •••••• •• •••••• 0000.. Product Dimensions Specification Description Mahuf�actu$e�.. . 0000.. 0000 . 0000. Asphalt Roof Cement ASTM D 4586 Asbestos-free,asphalt bred.. ..Zpneric • •• roof cement. •• •• .•0 . 0000.. Asphalt Primer ASTM D 41 Asphalt Primer ;••;•; generic • . . . . 0000.. .0000. Roofing Nails Minimum#12 x 1'/a" TAS 114 Corrosion resistant anna g ,.generic •••. shank nails . •. • Sheet Metal Screws Minimum#10 x %i" TAS 114 Sheet metal screw generic MANUFACTURING LOCATION: 1. Jacksonville,AR QMLARMI-DADE COUNTY NOA No.: 16-0510.26 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 7 0000 0000•• 0000 • • • • • • • • • 0000•• • •• 0000•• o.• 0000•• • • • • 0000 0000•• • • 00006 • 0000 0000• 0000 0000•• • • • • • 0000•• • •• •• •• • • • •••••• 0 :0:60:• • •000.0 • • • • 0000•• 0 00 EVIDENCE SUBMITTED: Test Aaencv Test Identifier Test Name Date Center for Applied Engineering MDC-117 TAS 100(A) 03/95 Center for Applied Engineering MTS-257493B TAS 100(A) 12/95 PRI Construction Materials Technologies LOM-012-02-02 TAS100(A) 05/21/07 PRI Construction Materials Technologies LOM-020-02-01 TAS100(A) 07/20/11 0000 . • • 0696.. 96 0• 9.•6.6 • • • ••9.•6 0000 • • . • • • •000.0 0000 • 0 0 90 0 • • .••66• 0000 ••6.• • • 6 • . 6.6.06 • 4, • • • . • • 00 0 NOA No.:1"510.26 MIAMMAD,COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 7 sees 0.0000 sees . . e..... sees . s . Goose:. sees sees. sees sees.. . .. sees.. . .. .. . . .e.... .s..ee sees.. e..s.e .. . ... . .• APPROVED APPLICATIONS (CONTINUED) Trade name: BIB-12TR Whirlybird®,BEB-12TR Whirlybird® System Type A: Mechanical attachment of turbine vent for tile or slate roofing. Cutout: At chosen location(see Lomanco's instructions for proper placement)and centered between two rafters,cut a 12" diameter hole through sheathing boards. Installation: After application of 30 lb.felt and 90 lb.roofing material(hot mopped)per Roofing Application Standards RAS 118,119,120,cut 12"diameter hole in roofing membranes to match previous hole cut in sheathing. Rotate top of elbow clockwise and level in both directions.Prime both sides of base flashing with ASTM D 41 primer,and coat underside of base flashing with ASTM D 4586 flashing cement. Center base over hole and secure the base unit to the roof deck with a minimum of fourteen ring shank roofing nails,equally spaced,approximately W from edge of base per detail drawing"Base". Cut a piece of 90 lb.roofing material a minimum width of 30"x 30" and cut a 12"diameter hole in the center of the roofing material. Place the piece of roofing material over base and hot mop in place. Seal inside center hole of cap sheet with approved flashing cement. Place locking clamp across seam and tighten as shown in Lomanco's instructions with supplied fastener. Seal all seams with approved roofing cement. Position Whirlybird®on elbow and attach using three sheet metal screws provided. Check to see that Whirlybird®turns freely. If necessary,minor adjustment may be made by gently prying lowest point of turbine upward to remove any wobble. 6066 Net Free Area: Refer to manufacturers published literature 6 •0666• 0666.. • Note: Apply roofing cement to seal all exposed flashing edges amid sea"'.' 6666;. ••666• •6e• • 6666• ••66•• ••66 0000• • •s • 0000 • • NOA No.:16-0510.26 rnar�Noane courmr Expiration Date: 08/16/21 022D 411� Approval Date: 06/30/16 Page 5 of 7 •... . 0.0.04 0000 . . . • .• 0000.. . . 0000.. 0000.. 4... 0000.. 00,00 0000 0000. 0000 0000.. . . 0000.. . .. .. .. 0000.. 0.6009 . . . . 0000.. • 4....• . . LIT IITATIONS: 1. Refer to applicable building codes for required ventilation. 2. BIB-12, BEB-12 Whirlybird® turbine roof ventilators shall be installed over composition shingles roofs only. 3. BIB-12, BEB-12, BIB-12TR, BEB-12TR, Whirlybird® turbine roof ventilators shall not be installed on roof mean heights greater than 33 feet. DETAIL DRAWINGS Nail Every 4"-6" O.C. Approximately 3/4' From Edge R0.187 I R0.187 I 5.77 R12. 0 20.000 0.500 e R11.000 0.125 THRU (3 EQUAL SPACES) I goes 5.774 • • • • ♦••• 0.0.00 t • • • 12ro'o •. • •• • • 0000•• •r • 0000•• 0 0 • 000000 • • • 0000•• 0000 • • • • 0 1 0 • • 0000•• •••• • 0.00• s • • 99.00• 9.99 00090 BOOM •• •• 94 • •9.9•• o o • 00.00• • . • • • 0 2.679 2.679 I • • • n *0000: 1.Ofi0 • • 20.000 • • • ••000• s• • •999 • • BASE NOA No.: 16-0510.26 r�nar�ND�e counmr Expiration Date: 08/16/21 APPROVED Approval Date: 06/30/16 Page 6 of 7 •••••• • •• •••••• • •••••• •••••• • •• •• •• • w •• DETAIL DRAWINGS(cONT'D) + + + + + 10 o 0 0 0 BIB-12,BIB-12TR 0000 0000 0000.. .. . •• • 0000.. •. . 0000•. 0000.. 0000 0000.. ® 6.6• . 6.••• 00.06. 0060 0000. + •. •• •. . 0000.• 0000•• . . • • • • 0•0 0 •• 6096.0 0 • • 6 • • � . . 6 •.66.6 990:96 0 •• • a o a o + 0 0 00 0 0 00 i BEB-12,BEB-12TR END OF THIS ACCEPTANCE NOA No.: 16-0510.26 r �•oEwe couw nr Expiration Date: 08/16/21 APPROVED Approval Date: 06/30/16 Page 7 of 7