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RF-14-609Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 210354 Permit Number: RF -3 -14 -609 Scheduled Inspection Date: April 07, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: RICHARDS, RANDALL Work Classification: Flat Job Address: 10666 NE 11 Avenue Miami Shores, FL Phone Number (305)335 -4848 Parcel Number 1122320280690 Project: <NONE> Contractor: HARDTOP ROOFING Phone: (786)523,3773 Bull comments FLAT ROOF /RE ROOF IN FRONT OF HOUSE INSPEC r ° "`" " ...... ° INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 209799. Seal end of tiles properly with weept holes Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 04, 2014 For Inspections please call: (305)762 -4949 Page 13 of 17 Miami Shores Village Building Department I + 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 Permit Type: BUILDING 20jqPermit No. Master Permit No. ROOFING JOB ADDRESS: _ 1"64 ti C / 1 ,q- ue o %4, ' a m * �_7ho rje s A 1 3-3 1 3 ' City: Miami Shores County: Miami Dade Zip: 33 1 3 Fl Folio/Parcel#: / /- 2 232 o Zs' - o 64 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Rc,r)0/,t 1 / K i G na)S' Phone #: 3a 5- `l S 6 - C9 35- Address: 1066G NE 0 A r c Ste, Et ; 3 3 i 3h- City: M r c'1 r Q-12 State: E10 aQ Zip: Tenantaxssee Name: U k _ Phone#: ws - 6- 6 3 Email: A. CONTRACTOR: Company Name: klalrr460 R06 r n Phone#: 7676 - S 2 3 -_-i, 77 Address: l .23 T r n City: Ht ami State: P 1®1- t d G Zip: 3 Qualifier Name: j 0,S (3 rl (VCA q (-) Qr c l G Phone#: y86 - 523 - 2_22 State Certification or Registration #: Certificate of Competency #: Contact Phone#: _'7tl6 'S Z ?- 3s? r? _ Email Address: ,Jna S a DESIGNER: Architect/Engineer: 61 /'k Phone#: " , / 1 Value of Work for this Permit: ® ®, _Square/Linear Zew ge of Work: © S �� Type of Work: ❑Addition ❑Alteratio > ❑New i r/Replace ❑ on Description of Work: -Color thru dk: �- h w,s e- Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Notary $ Radon Fee $ Training/Education Fee $ DBPR $ Bond Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $�� 15 't/ ®/ Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a ce5aae . of the recorded notice of commencement must be posted at the job site for the ji ection which occurs seven s after the building permit is issued In the absence of such posted notice, the inspec 'on will #ot be approved and spection fee will be charged Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing ;\ -Z �i nent was acknowledge before me this day ofJ1b&—Ct*Z , 201, by �an ` t day of , 2014 by JCk8® e) who is personally known to me or who has produced L)LJ 0-- who is personally known to me or who has produced aR I)MOCA� 2As identification and who did take an oath. r)(1tVM9 ktQC36 s.identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: X1,13 i 1 4 (VOTARY PUBLIC, STATE OF FLORI M B)CO My COMMISSION EXPIRES MARCH 13, 2016 Examiner Structural Review (Revised 3 11=012XRevised 07 /10/07)(Revised 06110/2009)(Revised 3115/09) NOTARY PUBLIC: N _0 Sign: J W = zt g !F2 Ptynt: a My Commission Expires: 3 L (3 / m w w 4 o w CL z ¢�W z C13 2 It 0 Zo g �¢-v o z �I AC. 6201360. STATE OF FLORIDA DLPARTMSN OF BBIISNESS >AND PROF SSl�NAL`REGIIT�ATION CO STRUCTI N x1U$TRYEN .ING BOARD SEQ# L1207130079 3. 2' 0 1200029is CCc13264 �� f ! The ROOFING Named be�.ow ' TS CE�L11FI ID tin$er the proviaio s o Chapt e'r> 1 ?� Expiratipa dates AUG. 31, 2014 v,s jl Ff GARCIA'. JAS'QN BRY HARDTOP._'ROOFING :CORD - rye s r 18523 "TIFFANY DRIVE> CUTLER BAY FL, 3p3157 RICK SCOTT KEN LAWSON GOVERNOR SECRETARY Is* PLAY AS REQUIRED BY LAW '4� ° ®' CERTIFICATE OF LIABILITY INSURANCE 3/26(/20114 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 pollcy(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 CNONEACT Laura Pomeroy PHONE (727)521 -2100 FAX (727)528 -0626 ZZU Comegys Insurance Corner GENERAL LIABILITY ADp LSS:laurap @comegys.coM INSURERS AFFORDING COVERAGE NAIC d One Beach Drive S. E. Ste. 230 INSURER A :Preferred Contractors Insurance EACH OCCURRENCE Saint Petersburg FL 33701 INSURED INSURER B: INSURER C: PC8365302 Hardtop Roofing Corporation INSURER D: DAMA E S S REoccu ence 18523 Tiffany Drive INSURER E: $ 5,000 PERSONAL &ADV INJURY INSURER F: Cutler Bay FL 33157 -7177 COVERAGES CERTIFICATE NUMBER:13 /14 GL 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 TYPE OF INSURANCE ADDL UBR POLICY NUMBER PMUD EFF POLICY / YY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE F—xl OCCUR PC8365302 /31/2013 /31/2014 DAMA E S S REoccu ence $ 50, 000 MED EXP (Any one person) $ 5,000 PERSONAL &ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2,000,000 X POLICY PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident BODILY INJURY (Per person) $ ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per accident) $ NON -OWNED HIRED AUTOS AUTOS PROPERTY DAMAGE Per accident $ UMBRELLA LIAR EACH OCCURRENCE $ HOCCUR AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED I I RETENTION $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER /EXECUTIVE Y / N OFFICERIMEMBER EXCLUDED? F N/A E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, M more space Is required) License #CCC1328894 101 yi111V L7-1M Miami Shores Building & Zoning 10050 NE 2nd Ave Miami Shores, FL 33138 ACORD 25 (2010/05) INS02S rPmnn i m SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Smet /JESSIC �' ®� fvt.►+r�l ©1988 -2010 ACORD CORPORATION. All rights reserved. Thn Arno n nama onri Innn ara raniataraA mnore of Af _nnn . ... ^ ES mmmml or * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This Certifies that the indMdual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 11/6/2013 EXPIRATION DATE: 11/6/2015 PERSON: GARCIA JASON B FEIN: 800181680 BUSINESS NAME AND ADDRESS: HARDTOP ROOFING CORP 12125 SW 251 ST MIAMI FL 33032 SCOPES OF BUSINESS OR TRADE: LICENSED ROOFING CONTRACTOR Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on the notice of election to be exempt Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shell be subod to revocation H, at any time alter the tiling of the notice or the Issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for Issuance of a certificate. The department shag revoke a cxsrtificate at any time for failure of the person named on the certificate to meet the requirements of this sedan. DFS- F2-DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07 -12 QUESTIONS? (850)413 -1609 ��'� ROOF A1SSEIIE 1; OHO OP �I;TUI i Master Permit No._ Contractor's Name Job Address _/ LemMiami Shores Village APPROVED BY DATE ZONING DEPT BLDG QEPT,. � f Building Code Editi nicane Zone Uniform Permit J MjUfi6TFT".0MPL1ANCE WITH ALL FEDERAL u �-,T /\TF A.ND COUNTY RULFS AND RF(,ULATIONS ROOF CIAXEGORY PJ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof '® Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) 356 ���5'teep Sloped Roof Area (SF) Total (SF) 3Sd Sr -0- B.ent2nn B (Rnnf Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. FLORIDI ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section C ()..ow Slope Application) Surfacing: N L� Fill in s ecific roof assembl —m n nts p Y V- and and Identify manufacturer (if a component is not used, j identify as "NA ") System Manufacturer: (,AF- -+e -rj0-k'5 Product Approval No.: 1'5- 0 H 2-H - 09 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: - S- S l o y° y Pmax2: Pmax3: -12% Max. Design Pressure, from the specific Product Approval system: - S 7— S Deck: P Type:_ 5 1$ " tr'IL4woC�b Gauge/Thickness: Slope: 1 ° 12 Anchor/Base Sheet & No. of Ply(s): GA-F f 75 6 Fastener Spacing for Anchor/Base Sheet Attachment: Field :. f-" oc @ Lap, # Rows 7Z @ 'q " oc Perimeter: -ic " oc @ Lap, # Rows 9 @ _j6 " oc Comer: C " oc @ Lap, # Rows -1 @ " oc Number of Fasteners Per Insulation Board: Field N A Perimeter A Comer 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 Anchor /Base Sheet Fastener/Bonding Material: J_ RS NQ' 1-1 w /'Tin CQAJ�S Insulation Base Layer: N I& Base Insulation Size and Thickness: Base Insulation FastenerBonIng Material: � Top Insulation Layer: N �� Top Insulation Size and Thickness: 0 �A- ��g �e Irzw s Top Insulation FastenerBonding�Material: Base Sheet(s) & No. of Ply(s): ti to PrOD . Base Sheet Fastener /Bonding Material: N A Ply Sheet(s) & No. of Ply(s): I i es Ply Sh et Faste erBon i rW Material: Top Ply: A Mk' rw-V - OL ` Top Ply Fastener Bon ing M terial: FLORIDA BUILDING CODE — BUILDING 0/ 12/ Mean Roof Height -A SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, a following items should be addressed as part of the agreement between the owner ant the contract r. a owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics-Workmanship: the workmanship provisions of Section R4402 are for the purpose of prat din that the roof system meets the wind resistance and water instruction performance standards. AeOtics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic i such s color or architectural a issues >� appearance, that are not part of a zoning code, should be addressed as part of the ,#greeAnent between the owner and the contractor. 2. 11h 111 nailing wood decks: When replacing roofing, the existing wood roof deck may have to be ren i accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to rmo ng the existing roof system). 3. v Common roofs: Common roofs are those which have no visible delineation between neighboring un s (i.., townhouses, condominiums, etc.) In buildings r common roofs, the roofing contractor and /or owner should notify the occupants of adjacnt units of ro g to be performed. 4. F' d Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be vie W fro m below. The owner may wish to maintain the architectural appearance; therefore, roofing nail pene on of the underside of the decking may not be acceptable. This provides the option of maintaining the a4aa , Imp - Ponding water: The current roof system andlor deck of the building may not drain well and may ca se ater to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distrest,,and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. .4 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloa, ed from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overfin scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in ii_Ventliation: ance with the requirements of Sections R4402, R4403 and R4413. 7. Most roof structures should have some ability to vent natural airflow through the interio of the structure assembly (the building itself). The existing amount of attic ventilation shall not be rediliced. It may be beneficial to consider additional venting which can re It in extending the se 'ce life of the r s 12C /L Own r gent ature D e Contractor Si nature n 4n I Revised on 7/912009 LD `:. MUM DADE COUNTY MIAMNDADE PRODUCT CONTROL SECTION ® 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.mlamldade.suv/economv GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 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. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 07- 1219.09 consists of pages 1 through 17. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13-0424.09 MIAMI- DMECOUNiY . Expiration Date:'11 /04/14 .� e Approval Date: 10/31/13 Page 1 of 17 Deck Type 1: Wood, Non - insulated Deck Description: 19/32 1 or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShiele Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base sheet: GAFGLAS® #80 UltimaTM Base Sheet, Strataven? Eliminatofm Nailable Venting Base Sheet, Ruberoie 20, Ruberoid® SBS Heat- WeldTM Smooth or Ruberoid® SBS Heat- WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS" Ply 4, GAFGLAS® F1exP1yTM 6, GAFGLAS" #75 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 General Limitation #7) GAFGLAS® Ply 4, GAFGLAS" F1exP1yTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -TecTM #12 Fastener or Drill -TecTM #14 and Drill - TecTM 3" Steel Plate, Drill -TecTM AccuTrae Flat Plate or Drill -TecTM 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 P1yTM 6, GAFGLAS® #75 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 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 11/4" 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 base sheets attached to deck with Drill-TecTM #12 Fastener or Drill -TecTM #14 Fastener and Drill -TecTM 3" Steel Plate, Drill-TecTM 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 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) NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 15 of 17 f . GAFGLAS8 #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 3" Steel Plate, Drill -TecTM AccuTraco 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 psi, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® Ply 4 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. 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 2040 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: See Fastening Above NOA No.: 13- 0424.09 MIAMI -D"E cou= Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 16 of 17 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS" Flex P1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" Dens DeckTM Roof Board or 1/2" 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 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 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 8" 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 fl 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 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.) 8. 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 comers 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.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 17 of 17 102M3 TGFU.R1306- Roofing System Roofing System's Roofing Systems See General Information for Roofing Systems BUILDING MATERIALS CORP OF AMERICA, DBA GAF 1361 ALPS RD WAYNE, N3 07470 USA R1306 "Ruberoid® 20" or "Ruberoid( 20 HT" or "Ruberoid® Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1 /2 -in. thick (minimum) gypsum board or 1 /4 -In. thick (minimum) Georgia- Pacific Gypsum LLC "DensDeck@ Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuardT'" Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system Is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, the butt joints in the gypsum board and Georgia - Pacific Gypsum LLC "DensDeck8 Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuardT Roofboard" are to offset a minimum of 6 -in. with the butt joints in the roof deck. if polystyrene is part of the roof system, It must be placed below the ovedayment board. Multiple plies of "GAFGLASO Ply 4" or "Trl -Ply® Ply 4" or "Tri -Ply® Ply 6" maybe adhered to Georgia - Pacific Gypsum LLC "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard"" Roofboard" in hot roofing asphalt. "EnergyGuard"I Ultra" is an acceptable alternate to "EnergyGuard''' RF" in any applicable Classification. "GAF Stratavent® Eliminator"" Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS® Perlite Insulation" may be utilized as a cover board over "EnergyGuardT" RF" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or UL Classified urethane Insulation adhesive. Polystyrene referenced In any of the following Classifications include "EnergyGuard— EPS Insulation ". Unless otherwise indicated, all Insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's installation Instructions (excluding LRF Adhesive O) In any applicable Non - Combustible Roof Deck Classifications. References to glass fiber insulation Include "EnergyGuard Fiberglass Insulation ". "EnergyGuard*"" Tapered" is an acceptable alternate to "EnergyGuardT"" In any applicable Classification. ASPHALT FELTSYSTEMS WITH HOTROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLASO #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet ", or "GAFGLAS@ #80 ULTIMA ") issa suitable alternate forType G1 asphalt glass fiber ply sheet ("GAFGLAS® Ply 4" or "Tri -Ply® Ply 4 ", or "GAFGLASO Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF StrataventS Eiiminatoem Venting Base Sheet (Perforated)" or "GAF Stratavent® EliminatorTm Venting Base Sheet (Nallable)." Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nailabie base sheets are to be mechanically attached granule side dawn. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or "Trl -Ply@ #75 Base Sheet" or "GAFGLASO #80 ULTIMA" or "GAF StrataventS Eliminator*°° Venting Base Sheet (Nallable)" may be substituted for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS@ Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS(D Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS® Flashing" or "Ruberoid®" may be used for flashing In any of the Class A, B or C systems listed below. When "perlite Is referenced, this includes "GAFTEMP PERMALITEO" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel In any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following C°ess ,3 : s�— listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely affect &m ra sgs f In. minimum thick gypsum board is an acceptable alternate for minimum insulation over C -15132 thick mcf auks- The use of polystyrene Insulation board between minimum 3A -In. thick perlite board and deck ydth rosin paper (pe database. ul. oorrdcgi -iinOM stmUSE)R /1FRAMlEIBlmwpagehlrrd ?r TGFU.R1308&=WmrftMe= Roofing +S,st ici =107 5'SS -*Yt� `•c" 10013 TGFU.141306- Roofing Systems A paper /polystyrene /pedite) is a suitable alternate for polyisocyanurate board in the fiollowing Class A, B or C systems. "EnergyGuard'"" RA" or "Tapered EnergyGuard'" RA" or "EnergyGuard " Composite RA" may be substituted for any Atlas Roofing Corp. polylsocyanurate insulation in any of the following Classifications. Trumbull "Perms Mop" may be utilized with any of the following "Asphalt Felt Systems Wth Hot Roofing Asphalt". "GAFGLAS® #80 Premium Base Sheet" may be used in any of the following systems. "GAFGLASO Flex Ply 6" and "Trl -Ply@ Ultra- Flexible Ply 6" are suitable alternates to "GAFGLAS@ Ply 6 ". "GAFTEMP Permallte Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherWse Indicated, any of the "Asphalt Felt Systems rMth Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 21h to 3 -gal /100 -ft2. "Ruberoid@ Dual Smooth" may be used as an alternate to "Ruberoid® Mop Smooth" or "Ruberoid@ 20" or "Ruberoid@ 20 HT" "Ruberoid® 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. "Ruberoid® Heat Weld" SBS roofing membrane may be used in lieu of " Ruberoid@ Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 incline: 3 insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perilte/polylsocyanurate composite or perlite /urethane composite or wood fiber /poiyisocyanu rate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLASO Ply 6" hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 insulation (Optional): — One or more layers perilte or mod fiber or glass fiber or polylsocyanurate or urethane or perilte/poiylsocyanurate composite or pedite /urethane composite or wood fibe r/po lylsocya nu rate composite or phenolic, any thickness. Piy Sheet. — Three or more plies Type G1 or "GAFGLASO Ply 4" or "Tri -Piy® Ply 4" or "GAFGLAS@ Ply 6 ". Cap Shasta — One ply Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet " or "GAFGLAS@ EnergyCap•"' BUR Mineral Surfaced Cap Sheet." Deck: NC Incline: 2 insulation (Optional): — One or more layers perlite, mod fiber, glass fiber, polyisocyanurate, urethane, pedite /polyisocyanurate composite, pedite /urethane composite, mod fiber /polyisocyanu rate composite, phenolic, 2 -1n. maximum. Ply Sheet: — Twm or more piles Type G1 "GAFGLAS@ Ply 4 ", "Tri -Piy@ Ply 4" or "GAFGLASS Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "TH -Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCapTm BUR Mineral Surfaced Cap Sheet." C- 15/32, IncBne: 1 slip Sheet (Optional): — Red rosin paper, nailed to deck. insulation (Optional): — Any thickness perilte or wood fiber or glass fiber or polylsocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified Insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLASO #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type G1 "GAFGLASO Ply 4" or "Tri -Ply® Ply 4" or GAFGLAS@ Ply 61. Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet or "Trt -Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCapm BUR Mineral Surfaced Cap Sheet." Surfacing (Optional): — "TOPCOAT@ EnergyCotem" applied at a rate of 2 -gal /100 -ft2. S. Deck: RC Incline: 3 Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Pty® #7S Base Sheet ". Ply Sheet: — One or more plies Type G1 "GAFGLASO Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS@ Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Trt -Piy® Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCap`" BUR Mineral Surfaced Cap Sheet." 6. Dock: C -15/32 Incline: 2 Insulation: — One or more layers perilte, glass fiber, polylsocyanurate, urethane, pedite/polyisocyanurate composite, perlite /urethane composite, phenolic, 1 In. minimum (offset a minimum of 6 -In. from plywood deck joints). Base Sheet: — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch Smooth" or "Ruberoid@ Torch Granule" or "Ruberoid@ Torch Granule Plus" or "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop Smooth Plus" or " Ruberoid@ Mop Granule" or "Ruberoid@ Mop Plus Granule" or "ROOFMatchTm SBS Modified Granular" or "Tri -Ply@ SBS Modified Bitumen Membrane" or "ROOFMatch"" APP Modified Granular" or "Tri -Ply® TP -4G" or "Tri -Ply® TP -4" or "Ruberoid@ Dual Smooth". Cap Sheet: — Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet "or "GAFGLAS@ databaseul.coWcgi- bin /xWt at IMEXTIIFRAMEfsFov43agahud7 name= TGFU. R1306&ccnsimtdtle= Rodng+ Systems8 ,objid= 10743511133&dgia=107._. 2~31 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 5$3.844 F.S. To: Miami Shores Village Building Department Date• 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: 2-A �n do� I 1 b V� I C� ra(5 _ Property Address: 10 Cp' I( iV E i I tee- , H c ma c, e S_, r fn F �� Roofing Permit Number. D Buildi g cia • , _ I certify that I am not required to retrofit the roof to wall connections of my 7T1d n g because: he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1904 edition of the South State of Florida County of Dade Code (1994 SFBC) P,--AqAAZ lkl*\�4) Print Name The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this Q 61 day of 1/har k Zdl q MARIA GARCIA FNOTARY PUBLIC, STATE OF FLORIDA Notary Public, Sate of Florida at Lar a OMMISSION NO. EE 188978 MISSION EXPIRES MARCH 13, 2016 • When the just valuation of the structure far purpose of ad valorem taxation is equal to or more than $300,000.00, and the bull mgd �s n Tc-6ns�uc9d vflth R nor a SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5121/2009