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RF-14-829IL�- V"3gG Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER. (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING APR 2 4 2014 Permit No. Master Permit No. / OWNER: Name (Fee Simple TWzAbld r):M lCha,21 (n ( y1re. j Phone#: 3(2 S--1 51 - G(oq g Address. (W Ct toC q3,1 5 k r2 �e�- city: tKXkA-A,% 1/orLS State• Q. Zip: � / x:31 c3 Tenant/Lessee Name: �" Phone#: Email: k) /V)% - JOB ADDRESS: 1 W C% N 6 S�Vee;- _ City: Miami Shores County: Miami Dade Zip: l g Folio/Parcel#: I I - -A %1)(0 .--- (n/ - .dr) 12, in Is the Building Historically Designated: Yes NO /, Flood Zone: CONTRACTOR: Company Unn [4C.., O a�v�� Phone#: _ q l t0 103 Address: 'rntoo Pk City: State: 1 zip/: Qualifier Name: M. �� ( _� Phone#:t l-� 2? (D L0 3 State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 1 q I C1 '�,L\ Square/Linear Footage of Work: 2 -k %,5 Type of Work: ❑Addition teration ❑New ❑Repair/Replace ❑Demolition Description of Work i 2po✓�- Submittal Fee Scanning Fee $ Permit Fee $ CCF $ CO/CC $ Radon Fee $ DBPR $ Bond $ ° Notary $ TraininglEducation Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ S © ]�) 2, 0?) �� C� C Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Zip . Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be appro-0ed and a reinspection fee will be charged. Signa Signature Owner or Agent on or The foregoing 'instrument was acknowledg b -*re me11 The fore o' instrument was ��acknowledged be ore me this LA day of 20 J, by IT day o 20 <<Y, by who is personally known to me or who has produced who 13 rsonall 1 o me or who has produced As identification and who did NOTARY PUBLIC: m� d identification and who NOTARY PUBLIC: Print vin m Pri, My Co sion Expires: My k 3 4 sk�Iaskzkrknkshak:k�Is�zsg$a�skakXaa�aAaek�Isa�askak�hd^kH=��I+�Isa�sgags s*ksk=k=k*k=kak*knkak'k��ksk'kBsrYsR�+kdsrk=k'k�=k�nk�k APPROVED BY ZJ Plans Examiner Structural Review (Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Expires: -`7e%' - ,gyp , l 2,, Oi 0 0�s9�. N u Zoning Clerk b q W-7- S � DAVIE: 954 -792 -ROOF (7663) 'PprrD STATE CERT. CC C033691 N. BR®W: 954 -666 -ROOF (7663) a"r`v LICENSED AND INSURED S. BROW: 964961 -ROOF (7663) /'�`,/'/�� 7000 S.W. 21 ST PLACE DADE: 305-981 ROOF (7663) FAX: 954 DAVIE, FLORIDA 33317 -964 -ROOF (7663) Member of 1 -877 -981 -ROOF (7663) Proposal Better Business Bureau PROPOSAL SUBMITTED TO DATE I L T PHONE: W®_ NAME /yl dr// �� /' ®6 B(� JOB NAME STREET! STREET/ r CITY STATE ZIP CITY��O c� d Sn ZIE..-,d We hereby submit specification and estimate for P P. WORK - FIBERGLASS/MODIFIED Remove existing roof to a clean workable surface and ❑ Install # base sheet as per code. dispose of debris. ❑ Install W/ plys of ply N flgerglass felt LAY Replace rotten sheathing at $ .�s per foot ❑ Install ��f In. save drip metal. (Plywood replaced by square ® � Install mineral surface cap sheet. install new lead flashing to all plumbing ven stacks. Install new 26 gauge 16" galvanized metal to all METAL vjdlleys and tle-Ins. ❑ TILE ❑ Install # base sheet. ❑ Install 2 In. save drlp'metal. ❑ Install �I57Ly- the underlaymgnt ❑Install % the set In 'I 4 ' 'y (Mi -- �R 1111 sad ❑ Not Exposed Type of roof to be removed SPANGAerglass ❑ Instabase sheet ❑ Instan. eave d ❑ Instafungu ❑ Mfg. ❑ Repairs Install # ❑Install fire barrier. Install rip metal. s resistanfshingles. Install Color ❑ Repairs Install # ❑Install fire barrier. Install under layment save drip metal. Install metal roof. F�� ®®'�(��, �2� •lam �- ��1�� -�OO�I�/��Ir� ��_ AID—, ;-e 64-11—d-3 7L-02-dey/ 0A6 J•/fO 'jP'�,/ .� ✓v l� 9rd,�' �'c' NOTE TO BUYER, GENERAL COMRACTOB,, OR OWNER: Paul Bangs Rooft Inc. hereby proposes to furnish the above labor and material in accordance with the above spect icadons. A deposit of $ /� is required upon acceptance and the balance as work progresses Indirect ratio to work completed. Payment In full In be made upon completion of the job. WARRANTY TO ORIGINAL OWNER: Paul Bangs Roofing Inc. warrants worketanshlp for a period of years, but reserves the right to supervise or Inspect all work subsequently performed by other parties to the roof, for a reasonable fee. Without this supervision or brspecfion, all warranties are null and void. Warranty Is transferable be new owner upon written application (subjecdto approval) and payment of 10% or contract price. Warranty is contingent upon job payment in full. All materials banished will be as specified and work Is to be completed in a workrnangke manner according In standard practices. Any alteration or deviation from above speciflantions will become an wft charge over and above the estimate of labor and usual posts of our agreement. Paul Bangs Roofing, Inc. will exercise reasonable care when performing the work, but cannot be held responsible in any manner for damage to driveways, sidawa0m, foli- age, shrubbery, sarsening, septic tanks, gutters, pipes or cables, above or below ground. We will not be held responsible for water damage to the exterior or Interior or the premises. CUSTOMER IS URGED TO COVER FURNITURE AND OTHERWISE PROTECT THEIR PROPERTY. We cannot assume responsibility for any damages dome to the roof by other tradesmen or parties. Paul Bangs Roofing, Inc. cannot be held responsible for damage done to any lumber by term oder other wood boring Insects. Such wood will be replaced at an additional charge % n THIS CONTRACT IS SUBJECT 70 OFFICE APPROVAL Authortmd Signature ACCEPTANCE OF PROPOSAL The above prices, specithcatioes and conditions are satisfactory and are hereby accepted. Paul Bangs Roofing, Inc. Is authorized to do the work as specified. Payment will be made as outlined above. This proposal has the er of contract when signed and accepted. I have reed and agree to the terms and conditions as stated on the front and back of conbact ACCEPTED thisSlgtr;;n 0'��.t� Print Date Lei N®4OCE OF COMMMMCEMEHIr A RECORDED COIN MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 19 -3-20U-01 -013-3b3a STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, aqdd in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Legal description of property and street/address: s+ 22- '12�1 � �(_ -Z2 t�� 3-32� 2. Description of improvement: VLSvp 1911 1W 119111flpR111 11PH11911101111 M Lei•, 29107 fps. 4924; i..�PS,1 I J,":7CORDED 04rf /201 L. EA tI- AD{'F L•LiIUN .r p FLORIDA LAST 0 3. Owner(s),pame and address: i\-k®cri A.f_k Interest in property* kS_Q)7t- "Narrieaddress offee simple titlefiolder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: — I t_— — kk= W ........ .. .. .. 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statues, Name and address: U A 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (theude oI recffeo_3� unl a ,.,9i.wAd is this ojk4Aon different d to is specifie - a -W we f •VI7NESS my hand and official Seal. 9 Signature of Owner - 1ARVEY RUVIN, CLERK, orcirccrtq.(o 6 un& ourts ., Print Owner's Name / E Prepared by Sworn to and subscribed before me this 4 day of Notary Public L Print Notary's N My commission 123.01-52 PAGE 4 8/02 am FL AL'® CERTIFICATE OF LIABILITY INSURANCE 4/22i 01" ,4 " THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Frank H. Furman, Inc. 1314 East Atlantic Blvd. P. 0. Box 1927 Pompano Beach FL 33061 NAOMNT CT Denise Page PHONE (954) 943-5050 FVC No: (954)942-6310 E-MAIL ADDRESS: denise@furmaninsurance.com INSURERS AFFORDING COVERAGE NAIC 0 INSURERA:Ironshore Specialty Ins. Co. 25445 INSURED Paul Bange Roofing Inc. and BD & M Trucking 7000 SW 21st Place Davie FL 33317 INSURERS North River Insurance Company 1105 INSURER C:Brid efi.eld Employers Ins Co 10701 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:14-15 Renwal GL/WC REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADD SUBR POLICY NUMBER POLICY EFF MM/DD POLICY EXP MM/DDIYYYY LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE ® OCCUR RCS0012900 4/19/2014 /19/2015 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 100 000 PREMISES Ea occurrence $ MED EXP (Anyone person) $ 5,000 PERSONAL &ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMIT APPLIES PEFi PRO- LOC POLICY X JFCT PRODUCTS - COMP/OP AGG $ 2,000,000 $ B AUTOMOBILE LIABILITY X ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS X HIRED AUTOS X NON-OWNED 1337340411 9/24/2013 9/24/2014 COEa accidentSINGLE LIMIT 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ Per a� de DAMAGE $ PIP $ 10,000 UMBRELLA LIABOCCUR EXCESS LIAB HCLAIMS-MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ $ C WORKERS COMPENSATIONX AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN OFFICERIMEMBEREXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N/A 083032424 6/16/2014 6/16/2015 WC STATU- OTH- I FR E.LEACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYE9 $ 1,000,000 E.L. DISEASE - POLICY LIMIT 1 $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) RE: CCC033691 CERTIFICATE HOLDER CANCELLATION ACORD 25 (2010/05) INS025 t7ninnsi ni ©1988-2010 ACORD CORPORATION. All rights reserved. Tho Annion nnmo onri Inn^ oro conic+ororl morke of Annon SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 Dirk DeJong/DP Ida -41e -45? le2 ACORD 25 (2010/05) INS025 t7ninnsi ni ©1988-2010 ACORD CORPORATION. All rights reserved. Tho Annion nnmo onri Inn^ oro conic+ororl morke of Annon ederal & TESTING INC. ipano Beach FL 33069 May 23, 2014 Paul Bange Roofing 7000 SW 21g Place Davie, Florida 33317 RE: TAS -106 TILE UPLIFT TESTS Proposed Roof / Garrett Residence Permit # RF -4-14-829 149 NE 93rd Street Miami Shores, Florida Dear Sirs: Phone 954-784-2941 800-848-1919 Fax 954-784-7875 .com A�` /�' J'67- Order# 14-1492 In accordance with your authorization, Federal Engineering & Testing, Inc. has performed Tile Uplift Testing in compliance with Testing Application Standards TAS -106 and the Florida Building Code High Velocity Hurricane Zone on May 23, 2014 at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the roof tiles for the residence at the above referenced project. The subject roof consisted of S -Shaped Concrete Tile Foam Set. The pitch of the subject roof is 5/12 & 6/12. Our field engineer visited the site and conducted 48 uplift tests on the roof tiles. All tests were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS -106 using an Intercomp Scale Model CS200. The following is a summary of results: The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a roof top inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. Federal Engineering & Testing, Inc. is an independent third party providing un -biased testing information and results and is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to be of service to you at this phase of your project If you have any questions or comments, please give us a call. It has been a pleasure working with you and look forward to doing so again in the near future. Sincerely, Field Test Results Test Number Test Location Field Uplift Pull Test Test Results 1— 8 Corner See Attached Diagram > 35 Pounds Passed 9 — 30 Field See Attached Diagram > 35 Pounds Passed 31— 41 Perimeter See Attached Diagram > 35 Pounds Passed 42 — 48 Hip / Ridge See Attached Diagram > 35 Pounds Passed All test results were found to be in compliance with TAS -106 and the Florida Building Code The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a roof top inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. Federal Engineering & Testing, Inc. is an independent third party providing un -biased testing information and results and is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to be of service to you at this phase of your project If you have any questions or comments, please give us a call. It has been a pleasure working with you and look forward to doing so again in the near future. Sincerely, '1 Keith LeBlanc, P.E. ;/i �Itl Federal Engineering & Testing, Inc. Florida Reg. No. 59394 Certificate of Authoriaadion # 5471 Miami -Dad:, County Certification # 11-0407.01 MIAMMADE 0 Construction MaterialAmerican Engineering Council Concrete Institute Miami Dade County Florida Department of Transportation N A=O.1W = 0.1x421=4.2' A=OAH = 0.4x121= 4.2' Perimeter Dimensions = 4.5' Corner area =162 S.F.-S tests Perimeter area=666 S.F.-22 tests Field area --1372 S.F: 11 tests 170 Total Ridge Caps=7 tests --1 S a 141 1 Ii, N4, �m z —1 0 m= m 'i m _p zz G) c d 1L1® 1 3,39 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NOA 1-3auLe-013-300 STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, d in accordance with Chapter 713, Florida Statutes, the following information Is provided it this Notice of Commencement. OR Bk 29'107 P9 4924; 0.ps RECORDED 04/114/2014 HARVEY RUVINY CLr.i`.i; OF _.LsliR) :rilANT--DAD C(]Lii ?' rLi3iili:ri LAST f`h6l 1. Legal description of property and street/address:Mlfin 'I %Dyt% 52 -c -A Awilb PE In --I C) L.04 zi t�% 1-7 2 Z 31 1 C.. ZI LA 4 M R, Q qV vie_ -P f t\A i A we. vZe S 2. Description of 3. Owners) ,pame and address: Nl .dn o.0 Q)C,,.,v C_ l I"C( 14yeignk- kAwyl SN)rze VZ-) -a -=51 59; Interest in Nam -e -'and address ofi fee -simple titleholder: 4. Contractor's name and address: 1R6e=Cw IJl`� v C-1 _6',Z31 5 qeI Z 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Stat tes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: v coin ♦ CLE![ C� 9. Expiration date of this Notice of Commencement: (thee 16RE "aF�rvffli� °date of rec un l a o� s s ecifie different to iAD �ngm 1 i� th oj(fG�pn day o U u i (►{�Nt 20 mrNESS my hand and OI/ficial Seal. 9 woayu;,,w,r O� Signature of Owner - 1ARVEY RUVIN, CLERK, of circuit and County Courts � gyrv�.w�AAo��A, Print Owner's Name/(,9� ?�. %%— Prepared by Sworn to and subscribed before me this 4 day of Il ei ��}f��ag`l/®�® d`® fig....... GA ress: Paul Range Rooflng, In Notary Public � n e, 20 9� a 7000 SW 21 Place Print Notary's Name. Dade, FL 33317 My commission expiresAZs'1_1 123.0132 PAGE 4 8/02 °% a��,y/z�e�a � z �,�h�eo �� w.��,�• All HOOF ASSEMBLIES AND ROOF t OP STAUOTUHESVdinga to YiTFloridade EdIiion 2070 Hip$ Votoolty Hurricane zone Uniform Permit Applioatlon Form. 0- PY c jection- A G ne rai informatton) Master Permit No. Process No. Contractor's iVatne vL B$aV! �D�iN� Job .Address —913 Y ROOF GAT EGORY 0 a Low Slope Q Mechanically Fastened Tile /�MortarlAdhealve Set Tile ■ ■ a Q Asphaltic Shingles 11 t h Panel/Shingles n Wood Shingleslahakes " X Proscriptive BUR -RAS 150 " HOOF TYPE C ' Cl Now goof Reroofing 1:1 Recovering d Repair CI Maintenance ■ ROOF SYSTEM ■ IiJR(OD �i Low Slope Roof Area ($F) ped Roof Area (St ) ictal (SC) 36c� Os(SSealo SketchRoof Plan, Illustrate all levels and sections, root drains, scuppers, overflows scuppers and overflow drains. Include dimensions of seotions and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Y • R • • s • s s R t ■ Y 1 ■ i ■ • Y ■ ■ ■ ■ ■ M i i R M i a i i i R ■ ■ a i e k S5� 1ii.34 2010 FLOgIDA SUILDINQ CODE --BUILDING Florida Building Code Edition 2607 High Velocity Hurricane Zone Uniform Permit Application Form ......... . Section IZQw- 8!® 8d Raa Bstem Fill In -Specific Roof Assembly Components and Identify Manufacturer (if a component is not used; Identify as "SVA") Systt}m Manufacturer: NOA No.:. Design Wind -Pressures, From HAS,128.or Calculations: Pmaxi f? Z Pmax2: p.( Pmax3., �� l�• Max. Design Pressure, From -the Speeifio NOA System: S, Deck: Type: G� gauge/ThMnesa: %6j er Slope: ! t Anchor/Base Sheet & No. of Piy(s): Anchor/Base Sheet Fastener/Bonding Material: insulation Base Layer: _ k *—F�4ow Z Base insulation Size and Thickness: YYY 1 `� ftw Imulation Fu taner/@48dipg MatQ6,Og i` PC- ASPg4ir . Top. Insulatign. Layer: lh-!�&W5i, 71 Paa .4"em Top Insulation Size and Thickness: Top -Insulation Fastener/Bonding Material: -Base Sheets) &-No. ofRly(s): - "X/* Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No of Ply(s): AI X Al M Ply Sheet Fastener/Bonding Material: f4a- 1r A_VA/;o e_;... Top Ply: I�i� el f p Top Ply Fastener/Bonding Materlal: fY14e lios,0,o14 o c r Surfacing: 4�W 'Uc Fastener Spacing for Anchor/Base Sheet Attachment t Field: g "or @ Lap, # Rows_ @ ! "OC Perimeter: "oo ® Lap, # Rows 1,6. "oc Cerner --L "oc Q Lap, # Rows*l"(q oc Number of Fasteners Per Insulatiorf Board Field"/'Perimeter '�� Co?ger Illustrate Components Noted and Welfils as Applicable: O �, Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous C eat; vsr,�-t Strip, Base Flashing, Counter Fleshing.., ` Coping, Etc. r c Irl pates Meap Rano# Night, Pr�rapt Nitight,' Height of Sasa.Flgtahlhg,. Component Mate.ial, Material Thiphpass, Fastener type, Fasttiiui , Spacing. or Submit Manufacturers Details.tilat Comply with. RAS 111 and Chapter 16.' ISI a 6, p- - IxK P MEE Parapet IC> Mean Roof 0 JR O C. CHAPTER 16, SECTION 1824 HiGH VELOCITY HURRICANO ZONES REQUORED OWNERS NOTIFICATION FOR RODDING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contactor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter T5 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for rooting system instaliations. Additionally, the Fallowing items should be addressed as part of the agreement between the owner and the contractor. The owner's Initials In the designated space Indicates that fhe Item has been explained. 1. Aesthellcs-workmansMp: The workmanship provisions of Chapter 15 (High -Velocity Hurricane Zone) are for the purpose of providing the roofing system meets the wind resistance and water Intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic Issues such as color or architectural appearance, that are not part of a zoning code should be addressed as pari' of the agreement between the owner and the contractor. Ai- 2. Rend lnu wood decks; when replacing roofing, the existing wood roof deck may have to be renailed In accordance with current provisions of Chapter 16 (High -Velocity Hurricane Zones) of the Florldcx Building Code, Building. (Ttre roof deck is usually concealed prior to Removing the existing roof system.) 3. Common roots: Common roofs are those which have no visible delineation between neighboring units (ie., townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of rooting work to be performed. d? 4. Dosed celtings: Exposed, open beam ceilings are where the underside of the roof decidng•can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. Poe ding water: The current rocif system and/or deck of the building may not drain well and may cause water to pond (accumulate) In low-lying areas of the roof. Ponding can be an indication of structural distress *and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new rooftng system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overblow scuppers (wall outlets): It is required that rainwater flow off so that the roof Is not overloaded from a buildup of water. Perimeter/edge walls or other roof extensions may block this discharge If overflow scuppers wall outlets) are not provided. it may be•necessary to Install overflow scuppers In accordance with the requirements of; Chapters 16 and* 16 herein and the Florlda Building Code, Plumbing. 7. V+euntgalion: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (th6 building Itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida -licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. 1h - Owner' Agent's Signature Date ntrac o " atur Form A0-326 (Page 2 of 7) New 3116109 0 SECTION R4402A4 HIGH VELOCITY HURRICANE ZONES -- UNIpORm pF_RMIT APPLICATION Florida Building oade 1^411110n 2010 titgh Ve{aQ3ty liurrlcane 7011,0 Uniform hermit AppliOstton Form INSTRUCTION PAGE cOMp11 1.1.T.E THE NECESSARY SpcTIONS*-OF_ THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACHTHE REQUIRED DOCUMENTS A5 NOTED 13EG.{311V: Roof System Required Se IM$[ of the Attachments Required Permit Ap fleation Form s 2 3List ,5 low ow Slope Appitoatlon A,B,C Presvript{ue OUR -RAS 150 A,6,0 4,6,8:7 Alpha{tic Shingles A,D,D 1'2'416'6'7 tonoree or Clay Tile p,I33,DjE Metal Roofs A,R,D wood shingles and A,D,A s takes nsw4r. As Ap1311061e ATTACHMENTS REQUIRED: 1. Firs pireotory usung rasa 2. From Notice Of Acceptance: Froth Page Speolllo System Desorlption SpecLtle System Llmitatlons General Limitations Applicable Wall Drawings 3. Design Caloutatiatts Per Sect1o1184403, or l# Appitaable, RAS 127 or HAS 128 4. other Component Notloe of Acceptances 5. Municipal Perm{t A Pi11403010011 _,.....,a�„riQ rczA�Reo#[ttd OnIY) for Property Search - Report MIAMI-DADE COUNTY PROPERTY APPRAISER Lazaro Solis PROPERTY APPRAISER Property Information: Folio 11-3206-013-3030 Property Address 149 NE 93 ST Owner Name(s) MICHAEL E & ELLEN G GARRETT TRS M E & E G GARRETT (BEN) Mailing Address 149 NE 93 ST MIAMI SHORES FL 33138-2817 Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Use Code 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Adj. Sq. Footage 1,862 Lot Size 9,600 SQFT Year Built 1940 Full Legal Description 1 5341 6 53 42 MIAMI SHORES SEC 1 AMD PB 10-70 LOT 21 & W1/2 LOT 22 BLK 22 LOT SIZE 75.000 X 128 OR 17191-1694 0496 1 COC 22777-0765 10 2004 4 Assessment Information: Year 2013 2012 Land Value $107,040 Building Value $130,776 $153,053 Market Value $255,417 $260,093 Assessed Value $182,242 $179,196 Benefits Information: Benefit Type 2013 2012 Save Our Homes Cap Assessment Reduction $73,175 $80,897 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Note: not all benefits are applicable to all Taxable Values (ie County, School Board, City, Regional). Page 1 of 2 t' r Aeri N Taxable Value Information: Year 2013 Amount Exemption/ Taxable County $50,000/$132,242 School Board $25,000/$157,242 City $50,000/$132,242 Regional $50,000/$132,242 Sale Information: Date Amount OR Book -Page Quali 10/01/2004 $0 22777-0765 Qual 04/01/1996 $155,000 17191-1694 2008 Qual 09/01/1993 $109,300 16075-4420 2008 Qual 11/01/1989 $70,300 14350-2340 2008 Qual 01/01/1977 $1 00000-00000 Quall Disclaimer: The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the & interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade Cour http://gisweb.miamidade.gov/PropertySearch/printMap.htm 4/4/2014 Property Search - Report Page 2 of 2 Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provic of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Mia disclaimer and User Agreement at http://www.miamidade.gov/info/disciaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail@miamidade.gov GIS inquiries, comments, and suggestions email: gis@miamidade.gov Geno http://gisweb.miamidade.gov/PropertySearch/printMap.htm 4/4/2014 MIAMI. IIIARII-RADE COUNTY mmmo PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADAITNTSTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ti+•++•+v.miomidade.tw/neva Tamko Building Products, Inc. 220 West 40 Street Joplin, MO 64801 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 (AI -IJ). 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 ARJ (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 tate 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: TAMKO BUR Roofing System over Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur aper 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 ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done In its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 11-0415.15 and consists of pages I through 16. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 12-0601.10 Expiration Date: 08/23/16 t�narltDanscouNTr Approval Date: 08/16/12 Page I of 16 ROOFING SYSTEM APPROVAL CategoiN: Roofing Sub -Category: Built-up Roofing Material: Fiberglass Deck Toe: Wood Maximum Design Pressure: -60 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TAnL1E 1 Awaplan Premium Fl:e" Roll weight: 101 ASTM D 6164 A 250 g/m2 polyester reinforced lbs.; 33' 11" x 39 Test Product Product Dimensions Specification„ Description Awaplan 170 FR Roll weight: 98 ASTM D 6164 A 180 g/m2 polyester reinforced SBS lbs.; 33' 11" x 39 Type I modified bitumen membrane surfaced 3/s" Type II with granules and treated for additional 393/8" fire resistance. Applied in hot asphalt or cold adhesive. Awaplan 170" Roll weight: 98 ASTM D 6164 A 180 g/1112 polyester reinforced SBS lbs.; 33' 11 " x 39 Type I modified bitumen membrane surfaced 3/8" Type I with granules. Applied In hot asphalt 393/8" or cold adhesive. Awaplan Premium Fl:e" Roll weight: 101 ASTM D 6164 A 250 g/m2 polyester reinforced lbs.; 33' 11" x 39 Type II modified bitumen membrane surfaced 3/81' with granules. Applied by hot asphalt Base -N -Ply® Roll weight: 72 ASTM D 4601 Type II asphalt impregnated and and also used as a walkway material. Awaplan Premium'"f Roll weight: 101 ASTM D 6164 A 250 g/1112 polyester reinforced SBS lbs.; 33' 11" x Type II modified bitumen membrane surfaced 393/8" with granules. Applied in hot asphalt or cold adhesive, and also used as a walkway material. Awaplan Versa -Smooth Roll weight: 100 ASTM D 6164 A 180 g/m2 polyester reinforced SBS lbs. 33' 11" x Type I modified bitumen membrane. Applied 393/8" in hot asphalt, by torch, or mechanically fastened, as a base ply in 2 ply modified systems. Awaplan Versa -Flex Roll weight: 76 ASTM D 6164 A 190 ghn2 nonwoven polyester lbs.; Type I reinforced SBS modified bitumen 33' 11 " x 39-3/8" membrane. Applied fit hot asphalt, as a base ply in 2 ply -modified systems. Base -N -Ply® Roll weight: 72 ASTM D 4601 Type II asphalt impregnated and lbs.; 108'x 36" Type 11 coated glass fiber base sheet for use in conventional and modified bitumen built-up roofing. NOA No.: 12-0601.10 Expiration Date: 08/23/16 Approval Date: 08/16/12 Page 2 of 16 Versa -Base` Roll weight: 94 ASTM D 6163 lbs.; 54' x 36" Type I Tam -Pro Fibered 5 gallon Emulsion Coating Tam -Pro Quick Dry 5 gallon Primer Tam -Pro FR Fibered 5 gallons Aluminum Coating MIAMMADECOUNTY �n1yuglyiq , ASTM D 1227, type II ASTM D 41 Product Description Type IT asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built-up roofing. Asphalt impregnated and coated felt surfaced with mineral granules used as the top ply in conventional built-up roof membranes. Type VI asphalt impregnated glass felt for use in conventional and modified bitumen built -tip roofing. Type IV asphalt impregnated glass felt for use in conventional and modified bitumen built-up roofing. An organic felt reinforced asphalt base sheet. Applied in hot asphalt or mechanically fastened. Heavy-duty fiberglass base sheet impregnated and coated on both sides with asphalt with or without a fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in hot asphaltic coating. Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built-up roofing. Protective coating. Asphalt based primer ASTM D 2824, Flame retardant protective coating type ITI NOA No.: 12-0601.10 Expiration Date: 08/23/16 Approval Date: 08/16/12 Page 3 of 16 Test Product Dimensions Specification , Glass -Base' Roll weight: 72 ASTM D 4601 lbs.; 108'x 36'; Type IT Tam -Cap'' Roll weight: 83 ASTM D 3909 lbs.; 36' x 36" Tam -Glass Premium" Roll weight: 53 ASTM D 2178 lbs.; 180'x 36" Type VI Tam -Ply W." Roll weight: 44 ASTM D 2178 lbs.; 180'x 36" Type N Type 43 Base Sheet Roll weight: 8S ASTM D 2626 lbs.; 72' x 36" Vapor -Chan" Roll weight: 86 ASTM D 4897 lbs.; 36 x 36" Type II Versa -Base` Roll weight: 94 ASTM D 6163 lbs.; 54' x 36" Type I Tam -Pro Fibered 5 gallon Emulsion Coating Tam -Pro Quick Dry 5 gallon Primer Tam -Pro FR Fibered 5 gallons Aluminum Coating MIAMMADECOUNTY �n1yuglyiq , ASTM D 1227, type II ASTM D 41 Product Description Type IT asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built-up roofing. Asphalt impregnated and coated felt surfaced with mineral granules used as the top ply in conventional built-up roof membranes. Type VI asphalt impregnated glass felt for use in conventional and modified bitumen built -tip roofing. Type IV asphalt impregnated glass felt for use in conventional and modified bitumen built-up roofing. An organic felt reinforced asphalt base sheet. Applied in hot asphalt or mechanically fastened. Heavy-duty fiberglass base sheet impregnated and coated on both sides with asphalt with or without a fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in hot asphaltic coating. Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built-up roofing. Protective coating. Asphalt based primer ASTM D 2824, Flame retardant protective coating type ITI NOA No.: 12-0601.10 Expiration Date: 08/23/16 Approval Date: 08/16/12 Page 3 of 16 APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) ACFoam Composite Isocyanurate Insulation with perlite facer Atlas Roofing Corp. ACFoam Il Isocyanurate Insulation Atlas Roofing Corp. EnergyGuard Fiberboard Wood fiber board GAF Mat'i. Corp. High Density Wood Fiberboard High Density Wood Fiber insulation board. Generic ENERGY 3, PSI -25 Isocyanurate Insulation. Johns Manville ENRGY 3 Plus Polyisocyanurate / woodfiber insulation Johns Manville ENRGY 3 Composite, Fesco Foam Polyisocyanurate / Nvoodfiber insulation Johns Manville Fesco Board Rigid perlite roof insulation board. Johns Manville Structodeck, Structodek FS High Density Wood Fiber insulation board. Masonite Multi -Max -3, Multi -Max FA -3 Expanded Glass Rmax, Inc. H -Shield Polyisocyanurate foam insulation Hunter Panels 1.1 -Shield WF Wood fiber/isocuanurate Composite Hunter Panels Insulation ISO 95+ GL Polyisocyanurate Foam Insulation Firestone Building Products ISO 95+ Composite Polyisocyanurate / Woodfiber insulation Firestone Building Products NOA No.: 12-0601.10 Expiration Date: 08123/16 MtaMasaa_ DECOUN7Y Approval Date: 08/16/12 Page 4 of 16 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Dekfast Fasteners # 12, Insulation fastener for wood, SFS Intec, Inc. #14 &W 15 steel and concrete decks 2. Dekfast Hex Plate Galvalume hex stress plate. 2 7/8" x SFS Intec, Inc. 3 1/4" 3. Dekflat Plate Polypropylene plastic plate. 3" round SFS Intec, Inc. 4. # 12 Roofgrip Fasteners Insulation fastener for wood OMG and steel. 5. Metal Plate Galvalume stress plate. 3" round OMG 3" square 6. Gearlok Plastic Plate Polypropylene round plate 3.2" OMG 7. OMG Fastener #12 & Insulation fastener OMG #14 8. OMG G-2 Galvalume AZ55 steel plate 3.5" round OMG 9. OMG Standard Galvalume AZ50 steel plate 3" round OMG 10. OMG Polypropylene Polypropylene plastic plate 3.25" round OMG 11. Insul-Fixx Fastener Insulation fastener for steel SFS Intec, Inc. and wood decks 12. HD Insul-Fixx Fastener Insulation fastener for steel SFS Intec, Inc. and wood decks 13. lnsul-Fixx S Plate Galvalume AZ50 steel plate 3" round SFS Intec, Inc. 14. Insul-Fixx P Plate 3" round polyethylene stress 3" round SFS Intec, hie. plate 15. Tru -Fast Insulation fastener for steel The Tru Fast Corp. and wood decks 16. Tru Fast Plates Galvalume AZ55 steel plate 3" round The Tru -Fast Corp. 17. Gripdek Fastener Insulation and Base sheet Various OMG Fastener NOA No.: 12-0601.10 Expiration Date: 08/23/16 Approval Date: 08/16/12 Page 5 of 16 EVIDENCE SUBNIITTED: Test AgencOdentifier Name Report Date Factory Mutual Research Class 4470 J.1.4DOA7.AM 10/21/98 Corporation Class 4470 J.I.OZ4A3.AM 08/27/97 Class 4470 J.1. I D4A7.AM 10/20/97 Class 4470 J.I.3BSA9.AM 08/27/97 Class 4470 3027787 08/14/06 Class 4470 3027789 08/14/06 Class 4470 3027790 08/14/06 Class 4470 3027791 08/14/06 Underwriters Laboratories, Inc. UL 790 83225 Published Annually Dynatech Engineering Corporation TAS 114 4440.05.95-2 05/01/95 TAS 114 4440.05.95-1 05/01/95 Exterior Research & Design, LLC. TAS 114 4444.06.98-1 06/15/98 Trinity URD TAS 117 C8500SC.00.07 11/30/07 TAS 117 & TAS 114 C12410.08.09 08/14/09 PRI Construction Materials ASTM D 5147/ D 6164 TAP -252-02-01 03/14/12 Technologies LLC ASTM D 5147/ D 6164 TAP -253-02-01 03/14/12 ASTM D 6163 TAP -254-02-02 01/24/12 ASTM D 4601 TAP -255-02-01 11/04/11 ASTM D 4601 TAP -255-02-02 11/04/11 ASTM D 2178 TAP -256-02-01 11/04/11 ASTM D 2178 TAP -256-02-02 11/04/11 ASTM D 2626 TAP -257-02-01 12/12/11 ASTM D 4897 TAP -257-02-02 11/18/11 ASTM D 3909 TAP -257-02-03 11/18/11 ASTM D 5147/ D 6164 TAP -266-02-01 06/19/12 ASTM D 6164 TAP -272-02.01 08/03/12 NOA No.: 12-0601.10 Expiration Date: 08!23/16 Approval Date: 08/16/12 Page 6 of 16 APPROVED ASSEMBLIES Membrane T3Tpe: BUR Deck Type 11: Wood, Insulated Deck Description: 19/32' or greater plywood or wood plank. Attached to 2" x 4" wood supports spaced 24" o.c. using #8 x 2'/2" wood screws spaced 6" o.c. at perimeters and intermediate supports. System Type A: Anchor sheet mechanically fastened; one or more layers of insulation adhered with approved asphalt adhesive. All General and System Limitations apply. Anchor Sheet: One ply of Tannko Glass -Base, Vapor -Chan or Base -N -Ply fastened to the deck as described below: Fastening: (Option #1) Attach anchor sheet using 1 I ga. annular ring shank nails and 1-5/8" diameter tin caps spaced 9" o.c. in a 4" lap and 9" o.c. in two staggered rows in the center of the sheet. Mavinnim Design Pressure --52.S psf, (See General Limitation #7.) (Option 112) Attach anchor sheet using CF Dekfast or #14 Dekfast Fasteners with CF Hex Plates, SFS #12 or HD Insulfixx S, or OMG Accutrac Fasteners and 3" Square Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the sheet. Maximum Design Pressure —60 psf, (See General Limitation #7.) Insulation Laver Insulation Fasteners Fastener able 3 Densi fe One or more layers of any of the following nisiulations: ACFoam Il, ENRGY 3, ENRGY 3 Plus, IsoTherm R, ENRGY 3 Composite, ISG 95+GL, ISO 95+ Composite, ISO -Roc, U1traGard Gold, ACFoam Composite, Multi -Max FA -3, H -Shield, H -Shield WF Minimum 1" thick N/A N/A Fesco Board Minimum I/2" thick N/A N/A High Density Wood Fiberboard, Structodek FS Minimum 1/2" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 ft'. Please refer to Roofing Application Standard RAS 117 for Insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. NOA No.: 12.0601.10 Expiration Date: 08/23/16 MMAN1,13JA°'�i°E UNTYM Approval Date: 08/16/12 Page 7 of 16 Base Sheet: (Optional) Install one ply of Type 43 coated base sheet, Glass -Base, Tam -Ply IV, Tam -Glass Premiums or Base -N -Ply® or Versa -Smooth base sheet directly over the top layer of insulation. Adhere in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval is approved; see General Limitation 44. Ply Sheet: Two or more plies of Tam -Glass Premium® or Tam -Ply IV ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See specification Number for appropriate number of plies) Cap Sheet: (Optional) One ply of Tam -Cap® adhered in a MIT mopping of approved asphalt applied within the EVT range and at a rate of 20-40 tbs./sq.. (See Tanileo application instructions for approved method of installation). Surfacing: (Required if no cap sheet is used) Any coating, listed below, used as a surfacing, must be listed within a current NOA. Install one of the following: 1. Tam -Pro FR Fibered Aluminum Coating applied at 1'/z gal./sq. or Tam -Pro Fibered Emulsion at 3 gal./sq. 2. Flood coat of approved asphalt with an application rate of 60 lbs./sq.; plus gravel or slag with an application rate of 400 or 300 lbs./sq. respectively. Maximum Design Pressure: See Anc/torSheet Fastening Options NOA No.: 12-0601.10 Expiration Date: 08/23/16 MIAMbDAb, cr FY Approval Date: 08/16/12 Page 8 of 16 WOOD DECK SYSTEM LIMITATIONS: I. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shalt be 4'x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. if no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 9" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. S. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. Insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) S. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 12-0601.10 MrnMauau>:covnrnr Expiration Date: 08/23/16 • r Approval Date: 08/16/(2 Page 16 of 16 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High -Velocity Hurricane Zone Uniform Permit Application Form. Section ® Steep Sloped Roof System) Roof System Manufacturer: C1 Notice of Acceptance Number: Minimum Design Wind Pressures, if Applicable {f=rom RAS 127 or Calculations:: : --fid, �' P2• - -71, P3• - / 5 Al Steep Sloped Roof System Description Deck Type: { 01 Type Underlayment: Roof Slope: c3 ► : i2 Insulation: Fire Barrier: I N79 Ridge Ventilation? N� Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: I Mean Roof Helght:� Roof Covering: A�O' ljtpe & Size !? Drip Edge: 15.36 2010 FLORIDA BUILDING CODE — BUILDING I f . Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mrwith the values from Mr. If the Mrvalues are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method Is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1:*404 9 x A gJ.&9� ) - Mg: t.�� 9�= M,t�%d�t93 Product Approval Mr A '? (P2'XXOA11 Al 93 M :.. _,qg =M 1 _� _ i5't ) - g Gam_ rz y. rfsl Product Approval Mr 3g .(03:.."N x��_�.7� ��/9S�j-M : �qC1 --M id,�.0 Product Approval Mr 3$.l Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Belowjgjq Product Approval Mf3'K,'? Mf Re ulred Moment Resistance* Mean Roof Height --► Roof Slope 15' 20' 26' 30' 40' 1:1122 34.4 ad?32.2 36.5 38.2 .34A 36.0 39.7 42.2 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 1 30.0 *Must be used in conjunction with a Ilst of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pi: x 1: = x W:=. _ ) - W: x cos 0: - = Fri Product Approval F' (Pz: x 1: - x w:= ) - W: x cos 0: - = F,2Product Approval F' ^ (P3: x 1: = x w:= ) - W: x cos 0: = F,3 Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering anabols prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope a Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance M, Product Approval Required Moment Resistance K Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance P, Calculated Average Tile Weight _ W Product Approval Tile Dimensions I length w = vridth Product Approval All calculations must be submitted to the Building Official at the time of permit application. MIAM1 MInMr-vnn>1 couNTlt sm PRODUCT CONTROI, SECTION BUILDING AND NEIGHBORHOOD COMPMANCE DEPARTMENT (I3NQ 11805 SW 26 Street, Itoont 208 BOARD AND CODR ADMINISTRATION DIVISION Miami, Florida 33175.2474 T(786) 315-2590 F (786) 315.2599 NOT.IC]& Or ACCEPTANCE (NOA) tY1YtY.rp1"trilrt"dg,$Oy/boltttlugl Eagle Roofing Products LLC 1575 last CA, 470 Suittlervitlo, ft 33585 SCOPE: This NOA is being Issued under (Ito applicable rules and regulations governing (Ito use of construction matorials, The documentation submitted has been revlowed and accepted by Mlaml-Dade County BNC - Product Control Section to be used In Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date staled below. The Miami -Dade County Product Control Section (fit Miami Dade County) and/or the AHJ (lit 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 falls to perform In tato accepted inatiner, the manufacturer will hieur the expense of such testing and the AHJ tiny iininediatoly revoke, modify, or suspend the use of such product or material within their jurisdiction, BNC rosetves the right to rovoke this acceptance, if it Is determined by Miaml-Dada County Product Control Section that flits product or material falls to meet the requirements of the applicable building code. This product Is approved as described heroln, and has been designed to comlily wifi. the Florida Building Code including the High Velocity IIurrloane Zone of the Florida Building Code, DESCRIPTION: Capistrano Concrete Tile LABELING: Bach unit shall bear a porinanetit label with the roan ufooturoes name or logo, city, state and kollowing statement: "MininkDade County Product Control Approved", unless otherwise. noted herein, RENEWAL of this NOA shall be considered after a renewal application has boon files/ and there has been no oliange in the applicable building code negatively affecting the performance of flits product, TERMINATION of this NOA will occur atter the expiration date or Nthere has boon a revision or change lit the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsomont of any product, for sales, advertising or any otiter purposes shall automatloally tonninate this NOA, Failure to coinpty with any section of this NOA shall be cause for termination and retuoval of NOA, ADVERTIt EM101 NT: The NOA number proceded by the words Mleml-bade County, Florida, and followed by the expitatton date may be displayed In advertising literature. If any portion of the NOA is displayed, then It shall be done ht Its entirety, INSPECTION: A copy of this entiro NOA shall be provided to the user by the mamtfaoturer or its distributors and shalt be available for inspection at the job silo at the request of the Building Official, This renews NOA ##07-1018.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera, NOA Noa11-0321.03 A oAn ca rt Expiratton Dater 10/05/16 Approval Dater 05/12A 1 Page I of I RooFiNG Assr, mBLY APP RovAL e ors Roofing Sup Categar i Roofing Tiles Mn erlai: Concrete I. ScOPYii This approves a new roofing system using "Capistrano Concrete Tile" as manufactured by )9aglo !:roofing Products LLC in Sumforviilo, FL, and described in Sootlon 2 of this Notice of Acceptance. For locations where the pressure requirements, as detennined by applicable Building Code does not exceed the dosign pressure values obtained by calculations lit compliance with RAS 127 using the values listed in section 4 herein, The attachment calculations shall bo done as a moniont based system, I PRODUCT DESCRIPTION, Manuf'acluled by Test rile ri Dimensions S1LMIc0tions Capistrnno Concrete L-17" TAS 112 'file W - I2 1/" Trlrn Pieces APPROE0 Thickness a %R" I # varies w R varies varying thickness Product e orton 111gir profile concrete roof file. For direct deck or battened nail -on appileations, TAS 112 Accessory trliu, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufacturod for each file profile. NOA bloall-0321.03 Rxpiratlon Date., 10/05116 Approval Datot 05/12/11 Page 2 of 7 2.1 hVIDENCF SUBMITTIM: Mm,A, gm cst Ydentifiet Test Naineittonoxt ate PRI Asphalt Teohnologios VRPF 001-02-02 TAS -112 Aug. 2006 Redland Teohnologtes 7161-03 Statio Uplift Tosting Dee. 1991 Appendix III TAS 102 & 102(A) Redland Teelinologles Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) Redland Teeltsnologles P09647 -0I Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) Redland Teohnologles P0402 Withdrawal Resistanoe Tosting of screw Sept. 1993 vs, smooth shank nails The Center for Applied 94.083 Statio Uplift Testing April 1994 Engineering, Ine. TAS 101(Adinesive Sat) The Center for Applied 94.084 Statio Uplift Testing May 1994 Engineering, lite. TAS 101 (Mortar Sot) The Center for Applied 25-7094-(3, 6 & 9) Stailo Uplift Testing Oet.1994 Engineering, Inc. TAS 102 The Center for Applied 25-7120-(1 &2) Statto Uplift Testing Nov, 1994 Engineering, Inc. TAS 102 The Center for Applied 25-7183-(3 & 4) Statio Uplift Testing Feb.1995 Engineering, Ino, TAS 102 The Center for Applied 25-7214.(3,4, &7) Statte Uplift Testing Maroh,1995 Engineering, Ino, TAS 102 The Center for Applied 25-7804-4 Statio Uplift'rosting Sup. 1996 £sngineering, Ina. TAS 102 Celotox Corporation 520111-3 Statio Uplift Testing Deo. 1998 Testing Services TAS 101 Celotox Corporation 520191.2-1 Stacie Uplift Testing March 1999 'rest] ng Services, TAS 101 Walker Engincering, Ino, Cniculations Aerodynamio Multiplier Sep. 2006 NOA Noa 11-0321.03 'Expiration Vatot 10/05/16 Approval Uatet 05/12/11 Pago 3 of 3. Lit1xruriONSt 3.1 Fire olassifioation Is not part of this acceptance. 3,2 For mortar or adhesive set the applications, a static field uplift test in nocordaneo with TAS 106 Otey requlrod, ref6f to applicable building code. 3.3 Applicant shall retain tho services of n Miami -Dario County Cortifiod Laboratory to perforin quarterly test to accordance with TAS 1.12, appendix W. Such testing shall be submitted to tho Building Code Compliance Office for review. 3.4 Minlmum underlaynuent shall be In compliance with the applicable Rooting Applications Standards listed section 4.1 heraln. 3.5 30/90 hot mopped underlayment applications nifty be installed perpendicular to tho roof slope unless stated•othenvise by the undorlayrnent material manufacturers published literature, 3.4 This acceptance is for wood deck applications. Minimum (look roquiremants shall bo In compliance with applioa6le buiiding'eodb. 4. XNsTAYawrioN 4.1 Engle Roofing Produota LLC Capistratto Concrete Tile and Its components shall be installed In strict compliance with RoofingAppliontion 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 Proille Welght W (Ibf) Length-[ (Et) Width -w (ft) Capistrano Concrete Tile 10 1.417 1.04 Table 2: Aerodynamic Multipliers -h ft 'Cite A (it) Profile Batton Application A (W) Direct Deck Application Capistrano Concrete Tile 1 0.300 0.277 Table 3p Restorinin Mom nts clue to Gravity - M ft -Ib Tile Profile 319:12" 4":12" 6":12" 8":12" Greaterthan 711;12" Capistrano Concrete Tile Battens direct peck Battens direct tock Battens Direct Deck Battens I DirectBattens peek Direct Deck 6.68 6.89 6.67 6.88 8.44 6.73 6.28 6.66 6.10 6.38 NOA Noal1-0321.03 Expsration Date,. 10/05/16 Approval Dotal 05/12/11 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-ibf) for Nall -On Systems Tile Profile F'asteneriype Direct Deck (min 16132" plywood) Direct beck (min. 19132" plywood) Mations Capistrano Concrete Tile 2-10d Ring Shank Nails 2Q.q. _ 41.2 19.4 1.10d Smooth or 8orow Shank Nall 611 6.8 2.8 2.10d Smooth or Screw Shank Nails 6.9 9.2 7.3 108 Screw 20.7 20.7 18.1 2 #8 Screvr 43.2 43.2 29.8 1-10d Smooth or 8orew Shank Nail Field CI 23.1 23.1 19.0 1-10d Smooth or Screw Shank Nall Eave CII 20.3 29.3 24.0 2-10d Smooth or Screw Shank Nails Field CII -� 27.6 27.6 38.6 2-10d Smooth or Screw Shank Nails Pave CII 38.1 36.1 41.8 2.10d Ring Shank Nalls 33.1 48.1 46.2 1. Installation with a 4" tile hoadlap and fasterners are located a min. of Ve from head of tile. Table 6: Attachment Resistance Expressed as a Moment Mr (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Capistrano Concrete Tile Adhesive 28.3 1 _ Sae manufactures component approval for Installation reclulrements. 2 Flexible Products Company TIIaBond Average weight per patty 10.7 grams. pal foam Produce Ino, Avera a wet ht or alt 8 rams, Table 6: Attachment Resistance Irxprossed as a Moment - Mr (ft-lbf) for Single Patty Adhesive Sets stems - Tile Profile Tile Application Minimum Attachment Resistance Capistrano Concrete Tile I701foam Pot proY« 68.9 Pol foam Pol PrOTIA 38.7 3 l.ar a add lacement of 83 rams of poi Pro7m, 4 Madlum paddy placement of 2d rams of Poi Prop , Table 7: Attachment Resistance Expressed as a Moment - Mr (ft-ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Desistance Capistrano Concrete Tile Mortar Set 24.6 6 Tile -Tice Roof Tile Mortar. NOAW:ll 11-0321.03 MADo N SxplYsflon Wei 10105/I6 Approval Datoi 05/12/11 Pngo 5 of? 5. LAUj_. m t All tilos shall bear tho imprint or identifiable marking of tho manufacturoes namo or logo (San Detail Below), or following statement: "Miami -Dario County Product Control Approved", _�no:30 l CAPISTRANO CONCRETE ROOF TIM LABEL, SUMTERVILLEPLANT (LOCATED ON UNDERSIDE, 01? Tjuk) 6, BxjxLDxNa PLRmxTRPQuWMNTS: 6.1 Application for bullding permit shall be accompanied by eoples of tho fbilowing: 6.1.1 this Notice of Acceptance, 6.1.2 Any other documents required by Building Ofiicini or Applicable building oode in order to properly evaluate the installation of this system, NOA No,:ii-0321,03 a ,n a cau Expiration Datm 10105/16 � : a Approval Date: 05/12/11 Page 6 ar7 PROI<im, DnA.` iNG Poll: Aill. CAPISTRANO Commit. Itooll'IrI u, UND OF THIS ACCEPTANCE HOA No.sll•0321.03 r xpirollon DAM 10/05116 lou+lamw Approval Datoi 05/12111 Pago 7 of 7 MIAM Me", �[iAlfI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENTWRONMENT, AND REGULATORY AFF.iIRS (PERA) € €805 SW 26 Street, Room 209 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida33175-2474 T(780315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ""•m in amidade.govruera 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid atter 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: 3Mr" 2 -Component Foam Roof Tile Adhesive AH -160 LABELING: Each unit shall bear a permanent label with (lie manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MlAMI•DADE COUNTY ,...ff r NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MT" 2 -Component Foam Roof Tile Adhesive AR -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2 -Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MT"i 2 -Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH - 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof the adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Pronerty Test Results Density ASTM D 1622 1.6 lbs./ft' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./FO- Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change a -40° F., 2 weeks +6.0% Volume Change @I 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% NOA No.: 12-0228.18 MIAMI-DADECOUNTY Expiration Date: 05/10/17 . , . 1 Approval Date: 05/10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical ave1•age values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Southwest Research Institute 01-6743-011 Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1 PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 10/23/98 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories N13-589-631 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[ I j ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MT"S 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MT"I 2 -Component Foam Roof Tile Adhesive AH - 160 roof the adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of NANDI-STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. 2 F'= MS NOA No.: 12-0228.18 Expiration Date; 05/10/17 Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2 -Component Foam Roof Tile Adhesive AH- 160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160. 2. 3MTsr 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of WTI,' 2 -Component Foam Roof Tile Adhesive AI -1- 160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance deternuned in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). The dispense timer shall beset to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2 - Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3Mnl 2 -Component Foam Roof Tile Adhesive AM 60 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each genetic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (granas) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles 41 35 N/A High Profile 2 Piece Barrel 41 17/side on cap and 34/ an N/A Flat, Low, High Profiles #2 24 N/A Flat, Low High Profiles #3 1 8 NOA No.: 12-0228.18 NTY Expiration Date: 05/10/17 MWdi!•DADEC Lly;1=4MI Approval Date: 05/10/12 Page 4 of 7 LABELING: All 3MTh12-ComponentFoam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: MENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT NT DETAIL I SINGLE PATTY Mal through pladt wwnt Paddy (Unealh1ve) Unciertaral 1101 FAICOM • Fatda We touse only: ErreCfasore 9"paftweaw" fa cm PaWalo"WITO) rank Ehiclasure Rall through plastle cement ilndedaysnaM 10 21n Eavetoms Fada wows EU14 dom Keep adhesNa approt DO 40 41rLupfiromweepholes NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plasticcementPaddy (Beneath Tile) Hall through pTaslic cement Paddy {Beneath Tile) 71 2 In. EmCoura Fascia Fascia weipbok Eave Course Eave dme Fmaosure DAP edge NOA No.: 12-0228.18 Expiratloii Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 1 10 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Kali through plastic cement paddy Nall through plastic cement Single paddy under Ole (between too) Undodayment Single paddy between Ole Paddy 21n. x 71n. medium (under tile) skepaddyeave WM� course only 01b, Singlepaddy 14' 3 In unde Ole el -In. x 3 In. I I Single 4 In. 2 In, Single paddy on 2 In. 41n. under. 0 paddyen layment under. mSingle paFa Ea a Coo on top ofthe weepholescla Single paddy 1071n.madium fag Eave dosure on top of Ole skepaddyeave % Course DrIpedge Fasdo course only APPROVED VED Hall through plastic cement Single paddy under Hie Single paddy between the In.x 3 In. 41 0. N Single paddy enundedayment 2 Single paddy Esve Closure on top of tile In, x 71n. medium I fave Cam silo paddy eave course only size I END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 !A►1+ 11 MIAMI -RADE COUNTY PRODUCT CONTROL SECTION DEPA RT,IIENT OF PERdI17rINTG, ENVIRONIIENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miaow, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) %VNVA .miamidade.eovtuera Owens Corning One Owens CorningParkway Toledo, OH 43659 SCOPE: This NOA is being issued under the applicable miles and regulations governing the use of construction materials. Tile 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 Count),) and/or the AI -IJ (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: Weatherlocle Specialty Tile & Metal Underlayment LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and follosving statement: "Mianti-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 09-0908.06 and consists of pages I through 3. The submitted documentation was reviewed by Alex Tigera. trlu►tyta�auecoterl�tr NOA No,: 12-0309.03 1 Expiration Date: 07/31/17 Approval Date: 07/05/12 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Sub -Category: Material: Roofing Underlayment SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description WeatherlocV 36" x 33.3' rolls TAS 103 SBS self -adhering asphalt sheet material with a Specialty Tile & 36" x 66.7' rolls white or green glass re -enforced polyester Metal Underlayment surfacing fabric; for use as an underlayrnent in sloped roof assemblies. MANUFACTURIGN LOCATION: 1. Brentwood, NH EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories, Inc. R14610 Follow up Service 03/28/02 IRT-Arcon, Inc. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies, Inc. NEI -006-02-01 TAS 103 04/01/02 PRI Asphalt Technologies, Inc. NEI -008-02-01 TAS 114 (H) 07/30/02 PRI Construction Materials NEI -045-02-01 ASTM D 4798 & ASTM G 155 08/08/07 Technologies, LLC. NEI -053-02-01 ASTM D 4798 & ASTM G 155 05/01/08 NEI -076-02-01 TAS 103 / ASTM D4798 02/14/11 APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated, new construction Deck Description: 15/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D 266 Type Il or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or mare plies of Weatherloek° Specialty Tile & Metal Underlayment with a minimum 4" side lap and 6" end lap. Place the fast course of membrane parallel to the cave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with Weatherlocv Specialty Tile & Metal Underlayment is acceptable. Surfacing: Approved for Adhered Roof Tile, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shalee & Shingles, and Asphaltic Shingle assemblies. NOA No.: 12-0309.03 Expiration Date: 07/31/17 Approval Date: 07/05/12 Page 2 of 3 LIMITATIONS: 1. Fire classification is not pant of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Weathercock® Specialty Tile & Metal underlayment shall be installed in strict compliance with applicable Building Code. 3. Weatherlock Specialty Tile & Metal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. Weatherlocko Specialty Tile & Metal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over roofing Base/Anchor sheet underlayment. 5. Weatherlock3' Specialty Tile & Metal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. The standard ma wuum roof pitch for Weatherlock® Specialty Tile & Metal underlayment shall be 6:12 when tiles are loaded directly to the Weather[ock Specialty Tile & Metal underlayment, loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. S. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. Weatherlock° Specialty Tile & Metal underlayment may be used with any approved roof covering Notice of Acceptance listing Weatherlock' Specialty Tile & Metal underlayment as a component part of an assembly hi the Notice of Acceptance. If Weatherlock' Specialty Tile & Metal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Refasten any loose decking panels. Sweep the deck thoroughly to remove any dost and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Weatherlock® Specialty Tile & Metal underlayment shall be applied over the underlayment. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMMADE CQUN fY END OF THIS ACCEPTANCE NOA No.: I2-0309.03 Expiration Date: 07/31/17 Approval Date: 07/05/12 Page 3 of 3