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RF-14-1564Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-216240 Scheduled Inspection Date: October 10, 2014 Inspector: Rodriguez, Jorge Owner: TELESFORD, MICHAEL & MYRTLE Job Address: 1130 NE 104 Street Miami Shores, FL 33138 - Project: Contractor: <NONE> RAINAWAY ROOFING CORP Permit Number: RF -7-14-1564 Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1122320290150 Phone: (305)393-8993 tsuuamg uepartment comments FLAT RE -ROOF WITH BUILT UP ROOF SYSTEM Infractio Passed Comments INSPECTOR COMMENTS False October 09, 2014 For Inspections please call: (305)7624949 Page 4 of 22 Inspector Comments Passed IR - Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. October 09, 2014 For Inspections please call: (305)7624949 Page 4 of 22 " AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: WA-04(�tCO aQW— 1T. Re: Owner's Name R1 Q4 Vic_ Property Address Roofing Permit Number Dear Building Official: itW Ale 1(2q 517- I �tQ� �4 certify. that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the "Manual of Hurricane Mitigation --Retrofits for Existing Site -Built Single Family Structures" adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. Qualify'ng Agent Si a re of Qualifying Agent STATE OF FLORIDA COUNTY OF MIAMI-DADE Sworn to and subscribed before me this day of 0 C;M$bi-9— , 20 t (SEAL) C✓Personally known or Produced Identification Notary Public, Grac►ela NOW�� , E8184157 400 0 ;�%?o BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECrION LINE PHONE NUMBER: (305) 762-4949 ❑BUILDING ❑ ELECTRIC VROOFING FBC 20 10 Master Permit No.p Sub Permit No." 1 �.1 I � 1 ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [-]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION [:]SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I I -J 0 &E wCA % City: Miami Shores County: Miami Dade Zio: Folio/Parcel#: ®- zz,- Is the Building Historically Designated: Yes N Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): I-A`inkpAct- -TaaJmci�-v Phone#: Address: X 1'JO &E I ®9 City: 1_k( A R\ '&"(3z05 State: T_L_ Zip:* -53 15ca Tenant/Lessee Name: Phone#: Email: CONTRACrffORtt:Company Name: RI�( A 990614(-NLI[J Phone#�r � _b 6q' � Address: t, '111,®0 GJ u) 116® i City: R 11kW State: J�tl Qualifier Name: 151?__NfAyot_ /tal Phone#: State Certification or Registration #: � nag 16 Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: Address City: State Zip: ��$ Value of Work for this Permit� 3(0 �E (0d D . • Square/Linear Footage of Work: &a Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: 1-- 12o®E VVI%4 % O&J LJi_ Specify color of color thm tile: At 11 ca)Submittal Fee $ PermitTee $ 1 Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ rryy, TOTAL FEE NOW DUE $ ,1 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 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. f Signature Signatur OWNER or AGENT C CTOR The foregoing instrument was acknowledged before me this �7 day of ��Jl !j 20 14 by iIW,Ar-L T� )W o is personally known to me or who has produced �, as identification and who did take an oath. NOTARY PUBLIC: Print: Seal: -'.1V�..V.v.r ._, - My COMMI'eion EE 194157 tITY Expire$ 04!3012018 _ The foregoing instrument was acknowledged before me this ""day of ��I q.20 %Y . by AgAN&A --N5#"ho i a y know o me or who has produced Identification and who did take an oath. NOTARY PUBLIC: as ********************************************************************************************************** APPROVED BY d'''� Plans Examiner Zoning Structural Review Clerk (Revisedo2/24/2014) Sign: Print: OW a Notary Public State of Florida Seal: Graciela Reyes ' mos My Commission EE 194157 qpr Expires 04/30/2018 ********************************************************************************************************** APPROVED BY d'''� Plans Examiner Zoning Structural Review Clerk (Revisedo2/24/2014) q�6"R CERTIFICATE OF LIABILITY INSURANCE OATE(MMIDONYITY) �-"" 12/3/2013 THIS CERTIFICATE 1S 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 (fes) must be ondomed. 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 endorsemen s . PRODUCER CONTACT NAMe =-, 1-800.277-162D X4800 PA Noy. 727-797-0704 LIMITS eAo s: FRANKCRUM INSURANCE AGENCY, INC. WSURER S AFFORDING COVERAGE NAICii 100 S. MISSOURI AVE CLEARWATER FL 33756 INSURERA: FRANK WINSTON CRUM INSURANCE CO. 11800 INSURED INSURER B: INSURER C: FrankCrtan 1-800-277-1820 INSURER D: INSURER E: 100 S MISSOURI AVENUE CLEARWATER FL 33756 INSURER F: 1N NL 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 POLICIE& LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS 1R911 LTR TYPE OP INSURANCE ADDL INSR SUER WVD POLICY NUMBER POUDY EFF t D%rim POLICY EXP IMMmwYTVT) LIMITS GENERALLJASUJTT EACHOGCURRENCE $ DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES kaoaameme $ MED EXP tkiwate Pw=I$ CLAIMSMADE =OCCUR PERSONAL&ADVIWURY $ GENERAL AGGREGATE $ GEML AOGREGATE LIMB APPLIESPER: PRODUCTS -COA9NOP AGO $ $ POLIOY PROJECT' LOD AUTOMOME LIABILITYaadde BW EDnq SINGLE LIMIT (Ea $ BODILY INAW(Per person) $ .AUTO ALLOWN[D SCHEMLED AUTOS AUTOS RODILYINJURY(Perasddad) NON-OMED AROP4iTY DAMAGE HIRED AU74S AUTOS (Perasddatq $ UMBRELIAUAS OCCUR EACH OCOL QUIENCE $ AGGREGATE $ EXCESS LIAB OLNMS-MADE DED I I RETENTION $ $ A WGRRERSCOMPENSATION AND EMPLOYERS' UMLITY ANY PROPRMTORIPARTNOWXECUTfVE OF ICERtMELMER ExcMDEO? IM]WA VVC201400000 1/112014 1/1/2015 X TORYLIAMTTs E.L. ERTRI ACCIOFNT $1000,000 E.LDiSEASE-FAF:MPLOYEE $1.000,000 (Mand.!" In NH) RYaNdeaadbawlda DESCRIPTION OP OPERATIONS bekw E.L. DISEASE -POLICY LIMIT $1 ODD 000 DMRIPTIONOFOPENATLONSILOCATIOTSJVLBIICLES gUhedT ACORD 101, A40anal Remake SchedWe, 0 mom apace 4 racpilmd) EFFECTIVE 10/27/2010, COVERAGE IS FOR 100% OF THE EMPLOYEES OF FRANKCRUM LEASED TO RAINAWAY ROOFING CORP. (CLIENT) FOR WHOM THE CLIENT IS REPORTING HOURS TO FRANKCRUM. COVERAGE IS NOT EXTENDED TO STATUTORY EMPLOYEES. CERTIFICATE HOLDER CANCELLATION 01888.2010 ACORD CORPORATION. All rights reserved ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES VILLAGE BLDG. DEPT. AUTHORIZED REPRESENTAWS 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138 01888.2010 ACORD CORPORATION. All rights reserved ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE TE DAq �.. _ INSR R 09/10//14(MM/DDM PRODUCER Montovi Insurance THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 9301 SW 56 Street, Suite E ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE LIMBS HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Miami, FL 33165 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # Phone (305) 279-5592 Fax (305) 279-5506 INSURED RAINAWAY ROOFING, CORP/Brandon Jensen-Presiden INSURERA: ARCH SPECIALTY INSURANCE CO. 100000 INSURER B:— 536 Mendoza ave ❑ COMMERCIAL GENERAL LIABILITY MIAMI fl -33134 INSURER C: 09/10/2015 (305) 269-3883 INSURER 0: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR R ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MM/DD/YYYY POLICY EXPIRATION DATE MM/DD LIMBS AUTHORIZED REPRESENTATIVE GENERAL LIABILITY EACH OCCURRENCE 1,000 000.00 ❑ COMMERCIAL GENERAL LIABILITY AGL004126-01 09/10/2014 09/10/2015 DAMAGE TO RENTED 50 000.00 PREMISES (Ea occurrence MED EXP (Any one person) 5,000.00 ❑❑ CLAIMS MADE ® OCCUR A I © ❑ 2500 PERSONAL & ADV INJURY 1, 000 000.00 GENERAL AGGREGATE 2, 000 000.00 ❑ PRODUCTS - COMP/OP AGG 2,000 000.00 I GEN'L AGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑ PROJECT ❑ LOC AUTOMOBILE LIABILITY ❑ ANY AUTO COMBINED SINGLE LIMIT (Ea accident) ❑ ❑ ALL OWNED AUTOS ❑ SCHEDULED AUTOS ❑ HIRED AUTOS NON OWNED AUTOS BODILY INJURY (Per person) BODILY INJURY (Per accident) ❑ PROPERTY DAMAGE 10 (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT ❑ ❑ ANY AUTO OTHER THAN EA ACC ❑ AUTO ONLY: AGG EXCESS / UMBRELLA LIABILITY EACH OCCURRENCE AGGREGATE i ❑ ❑ OCCUR ❑ CLAIMS MADE ❑ DEDUCTIBLE ❑ RETENTION $ WORKERS COMPENSATION AND ❑ STATU- ❑ OTH- EMPLOYERS' LIABILITY Y/N ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? (Mandatory in NH) TNC Y LIMIT F E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE -POLICY LIMIT If yes, describe under SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS ROOFING CERTIFICATE HOLDER CANCELLATION ACORD 25 (2009/01) OF @ 1988-2009 ACORD CORPORATION. All rignts reserved. The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL Miami Shores Village Bldg Dept 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO 10050 NE 2nd Ave THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. Miami Shores FI 33138 AUTHORIZED REPRESENTATIVE ACORD 25 (2009/01) OF @ 1988-2009 ACORD CORPORATION. All rignts reserved. The ACORD name and logo are registered marks of ACORD LN SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE PROPERTY OWNER'S SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Property Address: Contractor's Name: 4 `,� I A_ q A, I go� IC, �n Property Owner's Name: �C,�P� Property Owner's Address: 1 l -bQ 104 2Tl � Property Owner's Phone Number. I hereby attest that the list of work and cost estimate submitted with my Substantial Damage or Substantial Improvement Application reflects ALL OF THE WORK TO BE CONDUCTED on the subject structure including all additions, improvements and repairs and, if the work is the result of Substantial Damage, this work will return the structure at least to the "before damage" condition and bring the structure into compliance with all applicable codes. Neither I nor any subcontractor or agent will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF I* -094,9 ' COUNTY OF /KLA Before me this day personally appeared IN,J L. AAU le l , who, being duly swom, deposes and says that he/she has read, understands, and agrees to comply with all the aforem tion d c nditi ns. It ZAIZ�,1�7 Pr6p6rty Owner'ssignature' Sworn to and subscribed before me this J' day of , 204 Notary Public State of My commission expires public State of Florida Grac+eta Reyes 194151 commis' 0413012 1 `� Expires 0413012018 Bop P► SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE APPLICATION FOR SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT REVIEW Property Address: -//50 NG [Dy M611�f Property Owner's Name: ` 1 t (AYL �f O Property Owner's Address: C ` bo ae t O 4 �jrz.� Property Owner's Phone Number: Contractor's Name: , _ . _ , _ _ Contractor's17'Y0 O �� � q L7-- M t A I `�l I .'FL- 5-t)1:5-7 Address: Contractor's Phone Number: Flood Zone BFE Lowest Floor Elevation (Excluding garage or carport) Check one of the following: [ ] I am attaching a State Certified Appraiser's report, valuing the structure at: �m not attaching a State Certified Appraiser's report and I accept the use of the valuation of my property that has been recorded by the County Property Appraiser's Office. SIGNATURES:, Property Owner: Date: 7 Contractor: Date: SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE CONTRACTOR'S SUBSTANTIAL DAMAGE OR Property Address: SUBSTANTIAL IMPROVEMENT AFFIDAVIT IO K �E toy �-9,� Contractor's Namp A1f4AV1A contractor's Company Name: &A �90 I �-` 1 Contractor's Address: 1'7400 tLU X39 CT R- AM -1 'i✓t. ��� S"l Contractor's Phone Number: --6q 3 - Contractor's State Registration or Certification Number: C:C�13Z�1(oZ ,aC�9 3 Contractor's We Registration Number (if applicable): I hereby attest that I, or a member of my staff, personally inspected the subject property and produced the attached itemized list of repairs, reconstruction and/or remodeling which are hereby submitted for a Substantial Damage or Substantial Improvement Review. The list of work contains ALL OF THE WORK TO BE CONDUCTED on the subject property. If the property sustained Substantial Damage, this list of Work, will return the structure to at least its condition prior to damage and bring the structure into compliance with all applicable codes. I further attest that all additions, improvements or repairs proposed for the subject building are included in this estimate and that neither I nor any subcontractor or agent representing me will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF L OA - COUNTY OF Before me this day personally appeared 03tZA Qp ,who, being duly sworn, deposes and says that he/she has read, understands, and agrees to comply with all the afore entioned nditiogKI C ntractor's Signature Sworn to and subscribed before me this 5' day of , 20 -j' - Notary Public State of A My commission expires: zoo "�ey • Notary Public State of Florida Gradeia Reyes .tioa EMyyCommisson-EE 194157 068 04/36/2016 Application Number Address j Cost Estimate of Reconstruction / Improvement 1 This cost estimate of reconstruction/improvement must be prepared by and signed by the contractor or by the owner if the owner acts as the contractor. Owners who act as their own contractors must estimate their labor cost at the current market value for any work they Intend to perform. Sub -Contractor Bids Contractor or Owner Estimates_ &' (000. Bid Amounts (see note "D") 1. Masonry 2. Carpentry Material (rough) 3. Carpentry Labor (rough) 4D Roofing 5. Insulation and Weather-strip 6. Exterior Finish (stucco) 7. Doors, Windows & Shutters 8. Lumber Finish 9. Hardware 10. Drywall 11. Cabinets (Built-in) 12. Floor Covering 13. Plumbing 14. Shower/Tub/Toilet 15. Electrical & Light Fixtures 16. Concrete 17. Built-in Appliances 18. HVAC 19. Paint 20. Demolition & Removal 21. Overhead & Profit Material Labor Costs Costs Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (if a component is not used, identify as "NA") System Manufacturer: 4)0 1:'; NOA No.: / 3 - Nzy. 09 Design Wind Pressures, From RAS 128 or Calculations: Pmax1:''/Z. (5 Pmax2: 71, 7 Pmax3: <06 Max. Design Pressure, From the Specific NOA System: —,5?, - ,5 - Deck: � �/,A//1 Type: ? �"U 1000 Gauge/Thickness: �L Slope: Anchor/Base Sheet & No. of Ply(s): Anchor/Bage Sheet Fastener/Bonding Material: N TA- / Insulation Base Layer:_ Base Insulation Size and Thickness: Al Base Insulation Fastener/Bonding Material: Al Top Insulation Layer: /1 1A r Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: , j_ Base Sheet(s) & No. of Ply(s): OA16 AJ %Sr jape Sheet A A6'I ft-n14,B lndif8 a71 (A f> Ply Sheet(s) & No. Sheet(s) & No. of Ply(s)..��f 4- PI Sheet Fastener Spacing for Anchor/Base Sheet Attachment Field: 47 " oc @ Lap, # Rows Z @ --q-" oc Perimeter: -69 " oc @ Lap, # Rows - @--G -oc Corner: (a " oc @ Lap, # Rows 41 @ _G " oc Number of Fasteners Per Insulation Board Field: Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Fasten e / on i Material: ML Top Ply: r`ZLAWL2(ACA a5er Top Ply_ , ner/�d�Matal: Surfacing: / -Z& /\ T • FT. P 1$'• • • P2frd�gt • • •• Height •• • • • • v • T. • ••• CODRav � 0 ' •0 Mean. lbw • Rgof • HP�nr90 g � • • Soso** • • 0090•• •00009 •9000 • • 00000 090.•0 • • • •0.000 9 • 00.0•• Y- 3 -x3 PAPP 6flys G,�cy. s. mcn1EK-04 J(LAI6 CAP1545C OWNER'S AFFIDAVIT OF EXI Af MON Roof to Wall Connection Hurricane Mitigation Retrofit for Existing Site -Built Single Family Residential Structures Pursuant to Section 553.844 F.S. Date:y Re: Owner's Name: M. Lc.H A LC— Property Address: l 130 / G— l o `i 5 -MOS -7- Roofing Permit Number: Dear Building Official: I M&,#—A6L �� LcSFo2D certify that I am not required to retrofit the roof to wall connections of my building because: -Z The just valuation for the structure for purposes of ad valorem taxation is less than $300,000. The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBQ c,1✓ l L&S F0 lz-b 104Y A, 72�L R5 -FCR% Print Name STATE OF FLORIDA COUNTY OF MIAMI DAVE mom to �snbscubed hefo20 this Notary Public state of Florida y —' t3racleis Reyes Commission EE 184157 Penally known fixpires 0413012016 rot produce3 Identification When the just valuation of the structure for the purposes of ad valorem taxation is equal to or more than $300,000, and the building was not constructed in compliance with the FBC nor with the 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must he provided "Wizen only the Lest will do!" www.rah"ay.net Initial . . 0000 sees:* •• 0 •Ys e • • Y • ••0.0• of •sees• • •• see•• 0000 •• • • e.e. a •• ••.•. .sees. • sees• •.•e.e .• ..• . sees.• • 00000 • • •0000• • • • •see•• •• • 0000 • • e ••es When the just valuation of the structure for the purposes of ad valorem taxation is equal to or more than $300,000, and the building was not constructed in compliance with the FBC nor with the 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must he provided "Wizen only the Lest will do!" www.rah"ay.net Initial OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 111-2232-029-0150 Property Address: 11130 NE 104 ST < Owner MICHAEL TELESFORD County i MYRTLE TELESFORD Mailing Address 637 E5 STAPT 1 Exemption Value BROOKLYN, NY 11218-4915 Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: $271,196 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 11 Actual Area 2,594 Sq. Ft Living Area 12,046 Sq.Ft Adjusted Area 2,144 Sq.Ft Lot Size 11,418 Sq. Ft Year Built 1961 Taxable Value $149,3115 • ' Assessment Information :.$21A000 Year i 2014 2013 2012 Land Value $194,106 $131,022 $131,000 Building Value $136,932 $137,974 $141,000 XF Value 1 $2,1751 $2,200 $0 Market Value $333,213 $271,196 $272,000 Assessed Value $298,315 $271,196 $272,000 Benefits Information Benefit IType 2014 2013 2012 Non -Homestead Cap Assessment Reduction $34,898 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional).11 Short Legal Description 32 52 42 EV ENINGSIDE PB 44-53 LOT 1 BLK 2 LOT SIZE SITE VALUE OR 20964-3024 01 2003 1 Generated On : 7/17/2014 Taxable Value Information 2014 2013 2012 County Exemption Value $0 $01 $0 Taxable Value$298,315 $271,196 $272,000 School Board Exemption Value i $0 $0 F::::$272,000 $0 Taxable Value $333,213 • • • • $��1�1.96 . City Exemption Value • • • • • • • •$0 • • • • • •$0 • 000000 $0 Taxable Value $149,3115 • ' $2?1,196 ' ' • :.$21A000 Regional Exemption Value • • • • •$01 • • $0. • • • • • $0 Taxable Value ��98,315 $271,196 • ��32�000 Sales Information Sale Previous O PBook- Price QuaI jijJ pn Description 9 09/21/2010 $320,000 27433-1356 Qual by exam of deed 09/25/2009 $100 27038-2328 Affiliated parties 01/01/2003 $235,000 20964-3024 2008 and prior year sales; Qua] by exam of deed 09/01/2002 $151,600 20801-0570 2008 and prior year sales; Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp (http://www.miamidade.gov/info/disciaimer.asp) Version: MIAMF MIA H-DADE COUNTY PRODUCT CONTROL SECTION y 4 + 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami. Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2>90 F (786) 315-2599 -NOTICE OF ACCEPTANCE (NOA) y r a dade.wv/e oa w GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules aad 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 Miarni-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 perforin its 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. GAF Conventional Built -Up Roof System for 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. 0000 n� RENEWAL of this NOA shall be considered after a renewal application has been filed a*d there has 6�ai�4 cha.6: in the applicable building code negatively affecting the performance of this product. •• • ••• • • 066.00 66 000606 TERMINATION of this NOA will occur after the expiration date or if there has beeetWilion or change in aw .6: materials, use, and/or manufacture of the product or process. Misuse of this NOA as an dor;oment vl'e4•product,•6.6 for sales, advertising or any other purposes shall automatically terminate this NOA. Failurj�qiQLnply jith arty sectiplt;••• of this NOA shall be cause for termination and removal of NOA.• • • • • • .. .. 0000.. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, *lorida4 and ftol.lowed by AIX09% 0 expiration date maybe displayed in advertising literature. If any portion of the NOA is dis)lav� thcnitshall000.. be dq:W..6: in its entirety. • • • sees • 6 6.:6 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 and renews NOA No. 07-1219.09 consists of pages 1 through 17. The submitted documentation was reviewed by Juan E. Collao, R.A. RPROVE01 NOA No.: 13-0424.09 Expiration Date. 11/01/14 Approval Date. 1013:1/13 Page I of 17 Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System} Fill in Specific Roof Asse mibly Components and Identify Manufacturer a c,,ornoonentts not -,sec oentitt.. Manutacrurer yes i— �N'Md Pressures, PAS Design Pressure. From the Soec!'ic N'-'- Fastener Spacing For Anchor, Base Sneet Attachment 41 Number of Fasteners Per insulation Board y2e: Illustrate Components Noted and ,7auge;Tnickness: Details as Applicable: Slope: S-, pUng, 4 Base Shee& No. of P;Y,s;7 Sas B Wa e et S', Fastener -Pond;ng j,,�a, �ndicate: ..,aeon Base Layer ,--!nsuiation Size anc T.hick.ness 3 suiation Fastener., Bonaing `vlatera:: uiatioi,.ayer nsulation Size and Thickness ease@* 77sulation Fastener'Bonding Mater:.: W/A --Zoo.! :0. 410 0 00 L• OGO: 0 09:669 000000 -01� 7T -.--')ase Sheet Fastener Bonding Materla, WL -00 Pa—orl 0 0•r :1 *0 -�O 0066% 994,009 (s No. pow Aqwr 0 Z, Tw/.1r ur-6 0*00 :0060: Sheet Fastener/Bonding Nlaten-a- 1F 4iAlExAL- tog ACE 5. 14146?-*— IIJWA4CW--- CA116PIMr i:•asiener.'Bonding Materiai. Iry MJF f�l f ROOFING SYSTEM APPROVAL Category Roofing Sub -Category BUR Material: Fiberglass Deck Type: Wood Maximum Design Pressure: -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS #75 Base 39.37' (1 meter) ASTM D 4601 Type II asphalt impregnated and coated glass mat Sheet Wide base sheet. GAFGLAS` #80 Ultima" 39.37' (1 meter) ASTM D 4601 Type H asphalt impregnated and coated, fiberglass Base Sheet Wide base sheet. GAFGLAS® FlexPly'" 6 39.37' (1 meter) ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS® Ply 4 39.37' (1 meter) ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt Wide coating. GAFGLASO Mineral 39.37' (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced Surfaced Cap Sheet Wide with mineral granules. GAFGLAS" EnergyCap"" 39.37' (1 meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced BUR Mineral Surface wide with mineral granules with factory applied Cap Sheet EnergyCote"m •. • • GAFGLAS® Stratavento 39.37' (1 meter) ASTM D 4897 Fiberglass base sheet coatwen both sides with 0 0 0 Eliminator"" Perforated Wide asphalt. Surfaced on tbV jbogg6m side with tnineril• •„• Venting Base Sheet granules embedded in a.splPaJtic coatingwith factory . . perforations. s s sees.e GAFGLAS' Stratavento 39.37' (1 meter) ASTM D 4897 660498 sees . 0. . sees. A nailable, fiberglass l4e�et impregn6ated anti.;..• Eliminator”. Nailable Wide coated on both sides wiWasplialt. S'urface'd on thee... Venting Base Sheet bottom side with mineTi-4ajules embedded in • asphaltic coating.Sees • • . sees Ruberoid® SBS Heat- 39.37' (1 meter) ASTM D 6164 e Non -Woven Polyester Lat coated wit]*poiymer-:"": Weld7 Smooth Wide modified asphalt and smooth surfaced! - Ruberoie SBS Heat- 39.37' (1 meter) ASTM D 6164 Non -Woven Polyester mat coated with polymer- Weld7 25 Wide modified asphalt and smooth surfaced. Ruberoid® 20 39.37' (1 meter) ASTM D 6163 SBS modified asphalt base sheet reinforce with a Wide glass fiber mat. MUVOEDADE OUNTY ,sees � NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 2 of 17 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Ruberoid® Mop Smooth 39.37" (1 meter) ASTM D 6164 Non -woven polyester mat coated with polymer - wide modified asphalt and smooth surfaced. FireOut"m Fire Barrier 5, 55 gallons Proprietary Low VOC, water based fire barrier coating. Coating VersaShieW Fire 350 sq ft. roll ASTM D 226 Non -Asphaltic Fiberglass -Based Underlayment. Resistant Roof Deck Protection Topcoat"' Surface Seal 5 gallons ASTM D 6083 Solvent based sprayable thermoplastic rubber SB sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuar(r Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard7 RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuarC RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard77N Perlite Roof Insulation Perlite insulation board. GAF EnergyGuardTM Perlite Recover Board Perlite recover board VVW. iPt . . •... ...... EnergyGuard RA Composite Polyiso Polyisocyanurate foam insulation with high '..' ; CAF . .• Insulation density fiberboard or Permalite perlite Goose. •.: ....:. insulation 860:96 • • SecurocV Gypsum -Fiber Roof Board Gypsum roof board '.... iJSG (;Kr' "**tion ..... StructodeV High Density Fiber Board High density fiber board elftW okidge h4whoard, fn* • . . . . ...... . . ...... NOA No.: 13-0424.09 hnaMJAPPR =' Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 3 of 17 , APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill -Tec" #12 Fastener Insulation fastener for steel, various GAF wood & concrete decks. 2. Drill -Tec" #14 Fastener Insulation fastener for steel, various GAF wood & concrete decks. 3. Drill -Tec" XHD Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. 4. Drill -Tec"' ASAP 3S Drill-TecTM #12 Fastener Various GAF with Drill-Tecrm 3" Standard Steel Plate 5. Drill -Tec" 3" Steel Plate Round galvalume stress plate 3" round GAF used with Drill-TecC' fasteners. 6. Drill -Tec'.. 3" Standard Steel Round galvalume plated steel 3" round GAF Plate stress plate with reinforced ribs for use with Drill-Tec"m fasteners. 7. Drill -Tec'' AccuTraco Flat AZ -SS aluminized steel plate 3" square GAF Plate for use with Drill -Tec"" #12 Fastener, Drill -Tec . #14 Fastener and Drill -Tec"' #15 Fastener. 8. Drill -Tec" AccuTrace Galvalume Steel plate for use 3" square GAF Recessed Plate with Drill -Tec"' fasteners. 0000 . . 0000 00.000 • .. . 000 • • 0000 .. 0 :sees: 0000 . .. 00.00 0000.. . . • .••6e• 0000. •• •• • 0000.. •ee•6• • 0000•• 00 • 6 s 00 • 0000 •0060• • • NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 4 of 17 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. J.I.2B8A4.AM 4470 07/02/97 J.I.3B9Q 1.AM 4470 01/08/98 J.I. ODOA8.AM 4470 • 07/09/99 J.I. OD1A8.AM 4470 - TAS 114 07/29/94 J.I.OY9Q5.AM 4470 - TAS 114 04/01/98 3029832 4470 - TAS 114 05/11/07 PRI Asphalt Technologies, Inc. GAF -084-02-01 ASTM D 6083 05/09/06 GAF -314-02-01 ASTM D 2178 08/23/11 GAF -315-02-01 ASTM D 2178 08/23/11 GAF-276-02-01Rev ASTM D 6083 t2/16/10 GAF -276-02-02 ASTM D 226 11/15/10 GAF -270-02-02 ASTM D 226 11/15/10 IRT of S. Fl. 02-005 TAS 114 01/18/02 02-014 TAS 114 03/22/02 Trinity I ERD G6850.08.07-1 ASTM D 3909 08/13/07 G34140.04.114 ASTM D 6401 04/25/11 G30250.02.10 -3-R1 ASTM D 3909 11/26/12 G34140.04.11-5 ASTM D 4897 04/25/11 G34140.04.11 -5-R1 ASTM D 4897 10/18/13 G34140.04.11-2 ASTM D 6163 04/25/11 . . .... ...... ...... .. ...... 009.60 • • .... :90 • 6 . .. ..... ...... • • . . ..... 0000•• 00 0• • •6•••• • ••96•• • • • • • • 0000•• •696•• • 6 • •0006• 0000 MIAMI•DADE COUNTY NOA No.: 13-0424.09 F12206,21411 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 5 of 17 I APPROVED ASSEMBLIES Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener ('fable 3) Density/ft2 EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation, EnergyGuardTM RA Composite Polyiso Insulation Minimum 1" thick N/A N/A EnergyGuardTM Perlite Recover Board Minimum ''/Z" thick N/A N/A EnergyGuardTM Perlite Roof Insulation Minimum %" 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 2040 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® Stratavene Eliminatoem Perforated Venting Base Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield8 Fire -Resistant Roof Deck ProteQi qg or (optional) SecurocV Gypsum Fiber Roof Board. ...... Anchor sheet: GAFGLAS® #80 UltimaT Base Sheet, GAFGLAS Strataven� ZUO VinatorTM Xg able Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat-WeldT Skwth or Ruberoid® . Heat-WeldTM 25 base sheet mechanically fastened as described beiowi s. . :04 0 0000 : 0000 00000 Fastening Options: GAFGLAS Ply 4, GAFGLAS® Flex PlyTM 6, GAFGLAS® #75oUaw.5heet or any of above;.,' anchor sheets attached to deck with approved annular ring shankma4ls and tiro caps at a ...... fastener spacing of 9" o.c. at the lap staggered and in two rows 1216 Q!, in the field. • (Maximum Design Pressure —45 psf, See General Limitation 97) ; ... ; . 000 0•• GAFGLAS® Ply 4, GAFGLAS® FlexPlyTM 6, GAFGLAS® #75 Base 4heet or hof above 0 O anchor sheets attached to deck with Drill-TecTM #12 Fastener, Drill-TecTM #14'Pastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac Flat Plate or Drill-TecTM AccuTraO' Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 6 of 17 GAFGLAS" F1exP1yTM 6, GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS® #80 UltimaTM Base Sheet, Ruberoid®20, Ruberoid` Mop Smooth, base sheet attached to deck with approved 1'/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill- TecTM #12 Fastener, Drill-TecTM #14 Fastener and Drill-Tecrm 3" Steel Plate, Drill-Tecrm AccuTrac Flat Plate or Drill-TecTM AccuTrac" Recessed Plate 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill- TecTM #12 Fastener or Drill-TecTM #14 Fastener and 3" Drill-TecTM 3" Steel Plate, Drill- TecTM AccuTrac Flat Plate or Drill-TecTM AccuTrac Recessed Plate 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Base Sheet: Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 i.jltiiAF.m Base Sheet, GAFGLAS® Stratavent® Eliminatofrm Perforated Venting Base -Sheet MuVeroid®• • Mop Smooth, Ruberoid° 20, Ruberoid® SBS Heat-Weldrm Smopel13 prj*tuberoiJ'%y DS Heal-. • WeldTM 25 directly over the top layer of insulation. Adhere witIlMy. approved mopping • asphalt applied within the EVT range and at a rate of 20-40 lbs./sgj (o ee Genal 16imitation #4).0000 0 00 00000 Ply Sheet: One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex PlyTM'd:118* or GM�L#1S® #880 • • • Ultima. Base Sheet adhered in a full mopping of approved asphalf 0 elied within the EVT range and at a rate of 20-40 lbs./sq. • . 0000.. . . 0000. 00 0 0000 0 0 NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 7 of 17 I Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Surface Seal SB applied at lto 1.5 gal./sq. Maximum Design Pressure: See Fastening above. 0000 . . . 0000 000..0 000096 .. 0000.6 000.00 . . 6 0000.. 0000.. 66609 0000.. . . 0000. . 00...6 66 .6 6 0000.. ...6.. . . . .0...0 6 . 6 .. . 0000 .0600. . 6 NOA No.: 13-0424.09 MIAMI AP �D Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 8 of 17 Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type B: Optional base sheet laid dry; base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation for Base Layer Insulation Fasteners Fastener (Table 3) Density/W EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation Minimum 1.3" thick 1, 2, 3 or 4 1:3 ft2 EnergyGuardTM RN Polyiso Insulation Minimum 1.4" thick 1, 2, 3 or 4 1:3 ft2 EnergyGuardTM RA Composite Polyiso Insulation Minimum 1.5 thick 3 1:3 ft2 EnergyGuardTM Perlite Roof Insulation Minimum 3/4" thick 1, 2, 7 or 8 1:2 ft2 Structodeke High Density Fiberboard Minimum 1" thick 1, 2, 7 or 8 1:4 ft2 Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). GAF requires either a ply of GAFGLAS® Stratavene Eliminatorrm Perforated Venting Base Sheet laid dry or a layer of EnergyGuardT" M Perlite Roof Insulation or wood fiber overlay board on all Isol 'auurat� • • • applications. . • 4 *::646 . Insulation for Top Layer (Table 2) Insulation FAI°Mets *FAstenet' •' • • (Table�• • * a tensity/f ; * 6 9: Any of the insulations listed for Base Layer, above. N/A• ' * • • -N/A • • 00• 00 . .. 0000. Structodek® High Density Fiberboard, EnergyGuardTM Perlite Recover Board "'•" 0000.. .. .. . 0000.. Minimum ''/2" thickN/A; • • N/A • • 0 0 0 0 000006 000. Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT raWge0a.nd at a, rate of 2040 lbs./100 W. Please refer to Roofing Application Standard RAS 117 for iiffdlation atta&bfltent. %• • Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face'croFft. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShieie Fire Resistant Roof Deck Protection or (optional) Securockrm Gypsum Fiber Roof Board. NOA No.: 13-0424.09 hnar�inaoe Couw rr Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 9 of 17 Base Sheet: (Optional) Install one ply of GAFGLASO' #75 Base Sheet, GAFGLAS° #80 Ultima' Base Sheet, GAFGLAS® Ply 4, GAFGLAS® F1exPlyrm 6, GAFGLAS® Stratavent8 EliminatorTm Perforated Venting Base Sheet laid dry, Ruberoid® Mop Smooth or Ruberoid® 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See General Limitation #4). Ply Sheet: Two or more plies of GAFGLAS® Ply 4, GAFGLAS® FlexPlyTm 6 or GAFGLAS® #80 Ultima Base 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 GAFGLA' Mineral Surfaced Cap Sheet or GAFGLAS EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See GAF application instructions for approved method of installation). Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 4001bs./sq. and 3001bs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: 45 psf; (See General Limitation #7) •00• . . ••00 •••••• • • • 00.00• •• 0000•• • 0000•• • • • •0000• 0000 • •• 40•06 • • 0000•• 0 •0•••• 0 • 0000•• • • • • • •• • 0000 • • MIAMI•DADE COUNTY NOA No.: 13-0424.09 - Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 10 of 17 r Deck Type 1I: Deck Description: Wood, Insulated 19/32" or greater plywood or wood plank System Type C: One or more layers of insulation simultaneously attached; Base layer optional. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation for Base Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardTM RN Polyiso Insulation, EnergyGuardrm Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation Minimum 1.3" thick N/A N/A EnergyGuardTM Polyiso Insulation Min. 1.4" thick N/A N/A EnergyGuardTM RA Composite Polyiso Insulation Minimum 1.5" thick N/A N/A EnergyGuardTM Perlite Recover Board Minimum 3/4" thick N/A N/A Structodek® High Density Fiber Board Minimum 1" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS® Stratavent® Eliminatofrm PerfarWINVentinF Base Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay bo* * won all isocyanurate applications. • •• • • Bassa• •••••• • Insulation for Top Layer Insulation Fasteners • Fastener. • • a: (TableOR • • • • • pensitylk EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation .,.... 0 • Minimum 1.3" thick 1, 2, 3 ©p $ • • • • • a e: e e : a a • 01:3 ft2s e e • • e EnergyGuardTM RN Polyiso Insulation ...... ; a a • Minimum 1.4" thick 1, 2 or�3 • • • • • • 0•••••1:3 ft:eea.0 ••� as a ease • • EnergyGuardTM RA Composite Polyiso Insulation Minimum 1.5 thick 3 1:3 ft2 EnergyGuardTM Perlite Roof Insulation Minimum 3/4" thick 1, 2, 7 or 8 1:2 ft2 Structodeko High Density Fiber Board Minimum 1" thick 1, 2,7 or 8 1:4 ft2 NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 11 of 17 Note: Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS® Stratavent® Eliminatoirm Perforated laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTm Fire Barrier Coating, VersaShielda Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base Sheet: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultima Base Sheet, GAFGLAS® Ply 4, GAFGLAS FlexPly m 6, GAFGLAS® Stratavent" Eliminatofrm Perforated Venting Base Sheet laid dry, Ruberoie Mop Smooth or Ruberoid`e 20 directly over the top layer of insulation. Adhere with any approved mopping 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 the use of an overlay board is approved; see General Limitation #4. Ply Sheet: Two or more plies of GAFGLAS® Ply 4, GAFGLAS® FlexPly' 6 ply sheet or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS° EnergyCapTM BUR Mineral Surfaced Cap Sh-.et adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 601bs./sq. 2. Topcoat® Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design •' •". . • ••.. ....•. Pressure: 45 psf, (See General Limitation #7) • • • • ...... .. ...... •••• • •• ••••• •••••• • • ••••• •• •• • •••••• • •••••• • • • • 00 0 009* NOA No.: 13-0424.09 MIAMI•DADE C 0up 11 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 12 of 17 Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type D: Insulation and Base sheet simultaneously All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer loosely laid with firmly butted joints. Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation Minimum 1.3" thick N/A N/A StructodeV High Density Fiber Board Minimum I" thick N/A N/A Fire Barrier: FireOutTM Fire Barrier Coating, VersaShieie Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base Sheet: Install one ply of GAFGLAS® 475 Base Sheet, GAFGLAS` #80 Ultima Base Sheet, GAFGLAS® Stratavene EliminatorTM Nailable Venting Base Sheet or Ruberoie 20 base sheet applied over the loose laid insulation with 2" side laps mechanically fastened as described below; Fastening Options: Drill-TecTM #12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill- TecTM AccuTrace Flat Plate or Drill-TecTM AccuTraa Recessed Plate is installed through the base sheet and insulation in 3 rows 12" o.c. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) Drill-TecTM #12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3" Start r%te, Drill- TecTM AccuTraco Flat Plate or Drill-TecTM AccuTraa Recessel Plaro is instaZPedthrouglg"' the base sheet and insulation in 4 rows 8" o.c. One row is in the•2�'� gide lap. 0 V o her 300 • • rows are equally spaced approximately 9" o.c. in the field of the. jbCg4 0 0 • (Maximum Design Pressure —75 psf, See General Limitation # Z)• • • . • • : 90 • eep• GAFGLAS" #80 UltimaTM Base Sheet Ruberoie 20 Ruberoi4.0 � p. Smooth base sheet ... • attached to deck with approved annular ring shank nails with a "himfLm enjJ*eV &t of 1': •. • • into the wood substrate and inverted 3" steel plate at a fastener cpasky of 9" o.a, at the 4" .' lap and in two rows staggered with a fastener spacing of 9" o.c.hn le cente agf,1jr• • • • • • • membrane. • (Maximum Design Pressure —60 psf, See General Limitation #' l : "' ' ..•• Drill-TecTM 412 Fastener and Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill- TecTM AccuTrac Flat Plate or Drill-TecTM AccuTrac Recessed Plate in 4 rows 12" o.c. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Ply Sheet: One or more plies GAFGLAS® Ply 4, GAFGLAS® F1exP1yrm 6 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. MIAMbDADE coin NOA No.: 13-0424.09 �Fg... fxjq Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 13 of 17 A i Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS,' EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Above APPROVED NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 14 of 17 0000 . . 4.60 060..4 000099 .. 0000.6 000600 • . . 0000.. 0000 .. 0000 . •. •0.06 0000.. . . 0000. . . 0.4•.0 •• •6 . 0000.. • 6•••.6. 6•••6• NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 14 of 17 Deck Type 1: Wood, Non -insulated Deck Description: 'vl " or greater plywood or wood plank decks a� System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield" Fire Resistant Roof Deck Protection or (optional) SecurockT' Gypsum Fiber Roof Board. Base sheet: GAFGLAS''" #R0 UltimaTm Base Sheet, Stratavent" EliminatorTM Nailablc Venting Base Sheet, Ruberoid' 20, Ruberoid"' SBS Heat-WeldT'`t Smooth or Ruberoid" SBS Heat- We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS"' Ply 4, GAFGLAS"- F1exPlvTM 6, GAFGLAS*' 475 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See Genera/ Limitation #7) GAFGLAS�" Ply 4, GAFGLAS`� F1exPlyrM 6, GAFGLAS"475 Base Sheet or any of above base sheets attached to deck with Drill-TecTm #12 Fastener or Drill-Tec"I" #14 and Drill-` TecTM 3" Steel Plate, Drill-TeeTM Accu%0a Flat Plate or Drill-TecT"' AccuTrac""' Recessed Plate 12" o.c, in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS" Flex PlyTm 6 GAFGLAS"#75 Base Sheet or any of above base sheets attached to deck with approved annular rin- shan nal s and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Designs ,Pressure —52.5 psf, See General Limitatiog #') '....' ...... GAFGLAS""' #80 UltimaT"i Base Sheet, Ruberoid" 20, Ruberoid'MoT Smoo'tA*kaA! sheet •. attached to deck with approved 1'/4" annular ring shank nails ands tw" el' ed 3" steer!4 *a'* plate • fastener spacing of 9" o.c. at the 4" lap and in two rows staggere{�•vi4h a fasteper spacing:dP • •; 9" o.c. in the center of the membrane. • ' (Maximum Design Pressure —60 psf, See General Limitation 41, -.. 0000.. *0000 GAFGLW#75 Base Sheet or any of above base sheets attach jtV0,ieck with Cjrill-Tec"'m • • #12 Fastener or Drill-Tecrm #14 Fastener and Drill-TccTM 3" %cel•Pl�te, 13p11-TgcTm 90.9; 9 AccuTrac *Flat Plate or brill-TecTM AccuTrac" Recessed Plate.12" a.c. in 4r V.0 One . row is in the 2" side lap. The other rows are equally spaced app-MKintetely 9" ext in the :0000: field of the sheet. 66% (Maximum Design Pressure —60 psf, See General Limitation 7) Any of above .Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) CM= NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31113 Page 15 of 17 ' GAFGLAS"' #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM Y Steel Plate, Drill-TecT^1 AeeuTracV' Flat Plate or Drill-TecTM AccuTrac� Recessed Plate 8" o.e. in 4 rows. Gine row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. Okrimum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies ofGAFGLAS"` PI 4 or GAFGLAS" #80 Ultima Base Sheet adhered in a mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lb lbs./sq. Cap Sheet: (Optional) One Plyoi'GAFGLAS`� Mineral Surfaced Cap Sheet 0r GAFGLAS` . EnergyCap�'M BUR Mineral Surfaced Cap S cet adhered to a —full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 400 lbs.lsq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs.isq. 2. Topcoat" Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Above 0000 ..,. 0000.. 0000.. .. ...... 000000 . 0 0 0000.. .00.0. . . 0000 .0000 0000. 0000.. . . 0000. 0 . 0000.. .0 .. . 0000.. . .0..0. .. . . .0000. 0000.. . . . - . . 0000.. 00 . 0000 0 . carr SDA No.: 13-0424.09 Expiration Date: 1.1/04/14 Approval Date: 10/31/13 Page 16 of 17 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS a Ply 4 and GAFGLAS ' Flex P1yT1' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'l4" Dens DeckTM Roof Board or %" Type X gypsum board is acceptable to be installed directly over the wood deck. 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 2040 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 shall 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 S" ribbons in three rows, one at each sidelap 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. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (FJ value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. if the fastener value, as field-tested, are below 2751bf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchoribase 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 spicing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered: rcrR�ect, or kegi'Stered ••••;• Roof Consultant may be submitted. Said revised fastener spacing shall utilize the with&1wa? resist'a?iis k1lue taken from Testing Application Standards TAS 105 and calculations in compliance wi4'hf Wo ling Applid ation Standard RAS 117. ...... 7. Perimeter and corner areas shall comply with the enhanced uplift pressure rcquireme V gfthesc0000 'a� �• Fasts densities shall be increased for both insulation and base sheet as calculated in corn li g% � eWD. p ��t:�lh Roc�fng Applicatieb..' Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered. Professtoir?tt `Engineer,... Registered Architect, or Registered Roof Consultant (When this limitation is s � 'tally referred within•, this NOA, General Limitation #9 will not be applicable.) 0 0 0• • • • • • 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing tenninatijndei ns shall conform te». •.: *0000* RuuCtttg Application Standard RAS 1 l 1 and applicable wind toad requirements. :000 • 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones 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 r1►MwrJ ,{� i rrtr NOA No.: 13_0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/1.3 Page 17 of 17 1 ta1-U.KLaQ6 -Roo#'u1� Systems Akay4 2 of 56 Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C-15/32 ` or NC. Thekse of gypsum board under any of the following Class A, B or C systems does not adversely affect the rat na. The use gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. of 'fin. minimum thick The use of polystyrene insulation board between minimum 3/4 -in. thick perlite board and deck with rosin paper (perlite/rosin Paper/polystyrene/perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. "EnergyGuard"' RA" or "Tapered EnergyGuard" RA" or "EnergyGuard'" Composite RA" may be substituted for any Atlas Roofing Corp. polyisocyanurate insulation in any of the following Classifications. Trumbull "Derma Mop' may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". 'GAFGLAS;a, =zeN Premium Base Sheet" may be used in any of the following systems. "GAFGLAS, Flex Ply 6" and "Tri-Ply(g Ultra -Flexible Ply 6" are suitable alternates to "GAFGLAS^n, Ply 6". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MP" at 211z to 3-gal/100- ft'-. "RuberoidQ Dual Smooth" may be used as an alternate to "RuberoidL Mop Smooth" or "Ruberodty 20" or "Ruberoji:14 20 HT' "RuberoidQ Mop Smooth 1.5" may be used as an alternate to "Ruberoid@: Mop Smooth" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "RuberoidQ Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid ,K� Mop" SBS products in any applicable Classification. 1. Deck: C-15/32 Incline: 3 Class A Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlitelpolylsocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, 41RVMness.. Ply Sheet: — Three or more plies Type G1 or "GAFGLASCw, Ply 4" or "Tri-Plyon Ply 4" or "GAFGLAS w Ply15" hot•nooped. •••• Surfacing: — Gravel. • & • •• • ••• • GDeck: C-15/32 Incline: 2 ••96•• •• • 000.0410 • •9•• as • InsulationD • • • Insulation(Optional): —One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or• u�®tipine or • • •• perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate compOtWgolpgienohc, giny thickness. Ply Sheet: --Three or more plies Type GI or "GAFGLAS,� Ply 4" or "Tri-Ply;J Ply 4" or "GAFGLASQ Ply, . • • • • • • • • Cap Sheet: — One ply Type G3 "GAFGLASQ Mineral Surfaced Cap Sheet" or "Trt-Ply^,,,a Mineral SurfacedR~ap Vileet " or 4tiAFGLAS@ EnergyCapTI BUR Mineral Surfaced Cap Sheet." • • • • • • • Deck: NC Incline: 2 • • i • • • • • •• • 0000 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane; perlite/polyis•cele•urate composite, perlite/urethane composite, wood fiber/polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLASQ Ply 4", "Tri-PlyQ& Ply 4" or "GAFGLASQ Ply 6". Cap Sheet: — One ply Type G3 "GAFGLASQ Mineral Surfaced Cap Sheet" or "Tri -Ply^ Mineral Surfaced Cap Sheet" or "GAFGLASfg> EnerovCar)- BUR Mineral Surfaced Cap Sheet." 4. Deck: C-15/32; Incline: 1 SUP Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (optional): Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fasstened or arihered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: -Cine ply Type G2 'GAFGLAS R., 47, 5 Base Sheet" or "1ti-PlyQ #75 Base Sheet" (may be nailed), Ply Sheet: — One or more plies Type G1 `GAFGLAS ;'Ply 4" or' Tri-Ply`s Ply 4" or GAFGLAS^ Ply 6". Gap Sheet: — One ply Type G3 "GAPGLASOw Mineral Surfaced Cap Sheet" or "Tri -Ply& Mineral Surfaced Cap Sheet" or `GAFGLAS+9 EnergyCap"° BUR M)nerai Surfaced Cap Sheet," Surfacing (optionally -- "ToPCOAT9 EnergyCoteT`"` applied at a rate of • • 0006•• • • • •0000• 00.00 0.000 •000.9 • • • •40000 •r•9•• • • httna/database.ul-cotnIegi-binlXYV/teinpiate/LISEXT'1 FR.AME/showpage.htm1?name=... 10/219/2012 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. kfor5— Aesthetics Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) theu e of p rpos providing g that the roofing system meets the wind resistance and water intrusrory performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. '7- 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4 Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be 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 Florida Building Code provides the option of maintaining this appearance. 4NY_' S. Ponding Water. The current roof 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 shoop. the life expectancy and performance of the new roofing system. Ponding conditions may not tie evLdent urttJh1brigin44•��� roofing tem is removed. Ponding conditions should be corrected. • • • • 006000 .. 6. Overflow scuppers (wall outlets): It is required that rainwater flow o4,rb4 bat the roof is nQ1 ••�. overoaded from a build up of water. Perimeter/edge walls or other roof extensions maxbjock this discharge V overflow scuppers (wall outlets) are not provided. It may be necessary to install overflo%swilpers ib AsQ&danc,,e...* with the Florida Building Code, Plumbing. ' ...... .... . ...... e& 7. Ventilation: Most roof structures should have some ability to vent natural aidl"A ivough thednterior of •• the structural assembly (the building itself). The existing amount of attic ventilation shall iofba reduced. It may bee ••:9 beneficial to consider additional venting which can result in extending the service life of the roof. : 0 * 0 0 0 • • 7/ 03 Owner'stAgent's Signature' Date ontractor's Signa 1/� F /0y Property Address Permit Number Rev: 1/20/2005, Computer Services, Building Department